240100_Application_20240229

ROY COOPER
Governor f (�
ELIZABETH S.BISER
Secretary e Q,w, `
RICHARD E.ROGERS,jR. NORTH CAROLINA
Director Environmental Quality
Mark Anthony Turbeville February 12,2024
Mark&Dixie Turbeville Farms
229 Donald Mercer Rd
Chadbourn,NC 28431
Subject: Application for Renewal of Coverage for Expiring State General Permit
Dear-Permittee: -
Your facility is currently approved for operation under one of the Animal Waste Operation State Non-Discharge General Permits,
which expire on September 30, 2024. In order to ensure Your continued coverage under the State Non Discharge General
Permitsyou must submit an a lication for permit coverage to the Division of Water Resources DWR b A ri1 3 2024.
Enclosed you will find a "Request for Certificate of Coverage for Facility Currently Covered by an Emiring State
Non-Discharge General Permit."The a lication form must be completed, signed by the Permittee and returned to the DWR b April 3,2024.
Mailing Address: NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh,North Carolina 27699 1636
Email:animal.operationskdeg nc gov
phone:[phone]
Please note that you must include one '11 cony of the Certified Animal Waste Management Plan (CAWMP) with the
application form.
completed and signed application form A list of items included in the CAWMP can be found on-page 2 of the renewal
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 NC G.S. § 143-215.1
and could result in assessments of civil penalties of up to$25,000 per day.
Copies of the animal waste operation State Non-Discharge General Permits are available at
www.dea.nc.gov/animalpermits2024.General permits can be requested by writing to the address above.
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 919-707-9129.
Sincerely,
I�M F
Michael Pjetraj,Deputy Director
Division of Water Resources
Enclosures: Request for Certificate of Coverage for Fac4lily Currently Covered b an State Non Discharge
General Permit
._ NarthCaralivaDapartmpttmfEiiviroumanta]Qnlitg DirisinnafWatarRasourrej
f g1 .'Nort1i5alisbur,'5trat lf3fi?11ai1 rricaC nt¢r Ralei kNorthCarolina?'6i94635

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, 2024, 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 3,2024.
Please do not leave any question unansweretb Please verify all information and make any necessary corrections below.
Application must be signed and dated by the Permittee.
1. Certificate Of Coverage Number: AWS240100
-?.- Facility Name: -Mark&Dixie Turbeville Farms
3. Permittee's Name(same as on the Waste Management Plan): _Mark Anthony Turbeville
4. Permittee's Mailing Address: 229 Donald Mercer Rd
City: Chadbourn State: NC
Telephone Number: 91OM40-0713 Ext. E-mail: Zip: 28431
5. Facility's Physical Address: 5556 Old Stake Rd
City: Clarendon State: NC
Zip: 28432
6. County where Facility is located: Columbus
7. Farm Manager's Name(if different from Landowner):
8. Farm Manager's telephone number(include area code): din «4 974 r t C1 10 a 3L,' L 1 b dy
9. Integrator's Name(if there is not an Integrator,write'None"): Prestage Farms Inc
10. Operator Name(OIC): Daniel P.Meares Phone No.: 910-2_ 34-4004
OIC#: 1011392
11. Lessee's Name(if there is not a Lessee,write"None"): N O N e
12. Indicate animal operation type and number:
Current Permit: Operations Type Allowable Count
Swine-Feeder to Finish 17,640
Operation Types:
Swine Cattle Dry Pltry
Wean to Finish Dairy Calf ou Other Tvnes
Wean to Feeder Non Laying Chickens Horses-Horses
Dairy Heifer Laying Chickens
Farrow to Finish Milk Cow Horses-Other
Dr
Feeder to Finish Pullets Sheep-Sheep
y Cow Turkeys
Farrow to Wean Beef Stocker Calf Sheep-Other
Farrow to Feeder Turkey Pullet
Beef Feeder
Boar/Stud Beef Broad Cow W
Gilts Other et Poultry
Other Non Laying Pullet
Layers

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.)
Print the Name of the Permittee/Landowner/Signing Official and Sign below.(If multiple Landowners exist,all landowners
should sign. If Landowner is ancnorporation, signature should be by a principal executive officer of the corporation):
Name(Print): ...-.)Gt J 1 /y,-ea r-e S Title: /"+ a n Q'
Signature: '"`- M Date: 2' 7-
Name(Print): r 'T—V C eV l I[C2 Title: - W
Signature: Date: Z—�
Name(Print): Title:
®W/VP2"
Signature: �^ Date: o�^
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
E-mail: [e-mail]
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh,North Carolina 27699-1636

13. Waste Treatment Lagoons,Digesters and Waste Storage Ponds(WSP):(Fill/Verify the following information.
Make all necessary corrections and provide missing data.)
Structure Type Estimated Liner Type Estimated Design Freeboard
Structure (Lagoon/Digester/ Date (Clay,Synthetic, Capacity Surface Area "Redline"
Name WSP) Built Unknown) (Cubic Feet) (Square Feet) (Inches)
1-8 Lagoon 9/26/1995 Full,clay 1,318,248.00 175,500.00 19.50
17-24 Lagoon 8/30/1996 Full,clay 1,207,188.00 162,500.00 19.50
9-16 Lagoon 10/2/1995 Full,clay 1,207,188.00 162,500.00 19.50
Submit one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed
application as required by NC General Statutes 143-215.10C(d), either by mailing to the address below or sending it via
email,to the email-address below
The CAWMP must include the following components:
The most recent Waste Utilization Plan(WUP),signed by the owner and a certified technical specialist,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
The required NRCS Standard specifications
A site map/schematic
J Emergency Action Plan
W!insect Control Checklist with chosen best management practices noted
riJS!O or Control Checklist with chosen best management practices noted
ortality Control Checklist with selected method noted-Use the enclosed updated Mortality Control Checklist
Lagoon/storage pond capacity documentation(design,calculations,etc.) Please be sure the above table is
accurate and complete. Also provide any site evaluations,wetland determinations,or hazard classifications that may be
applicable to your facility.
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,solids separators,sludge drying system,waste transfers,etc.)
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.

Mark and Dixie Turbeville Farms
2/27/2024
This plan has been prepared for: This plan has been developed by:
Mark and Dixie Turbeville Farms NCDA/CS-DSWC
Mark Turbeville Sam Edwards
229 Donald Mercer Road Joe Brown Hwy.South Chadbourn,
Chadbourn, NC 28431 NC 28431
910-770-2168
Developer Signature
Type of Plan: Nutrient Management
Owner/Manager/Producer Agreement
I(we) understand and agree to the specifications and operation and maintenance procedures
established in this nutrient management plan which includes an animal waste utilization plan for
the farm named above. I have read and understand the Required Specifications concerning animal
waste management that are included with this plan.
Z tz
Signature(owner) Date
Signature(manager or producer) Date
This plan meets the minimum standards and specifications of the U.S.Department of Agriculture-
Natural Resources Conservation Service or the standard of practices adopted by the Soil and Water
Conservation Commission.
Plan Approved By: — `'� � -.,,7 7
Technical Specialist Signature Date

Narrative
All fields in this Nutrient Management Plan that use the prefix "NG" are New Ground fields. These
fields were cleared in 2008 and converted to spray fields. There are six(6)pulls in this New Ground
area consisting of Rains soils. All Pulls will be used for pasture. The landowner plans to plant annuals
on these pulls until the Fall of 2010. At that time,he plans to plant Fescue for pasture.
Below are the application rates for Pearl Millett(Summer Annual)and Oats(Winter Annual). The
landowner plans to plant Pearl Millett during the Summer of 2010.
SUMMER ANNUAL
Field Soils Acres Crop Application Period N.to apply/acre Total N./Pull
NG1 P-1 Rains 2.69 Millet 4/1 through 9/15 140 Lbs. 376.6 Lbs.
NG1 P-2 Rains 2.87 Millet 4/1 through 9/15 140 Lbs. 401.8 Lbs.
NG1 P-3 Rains 3.17 Millet 4/1 through 9/15 140 Lbs. 443.8 Lbs.
NG2 P-4 Rains 3.96 Millet 4/1 through 9/15 140 Lbs. 554.4 Lbs.
NG2 P-5 Rains 4.06 Millet 4/1 through 9/15 140 Lbs. 568.4 Lbs.
NO3 P-6 Rains 4.88 Millet 4/1 through 9115 140 Lbs. 683.2 Lbs.
WINTER ANNUAL
Field Soils Acres Crop Application Period N.to apply/acre Total N./Pull
NG1 P-1 Rains 2.69 Oats 9/1 through 4/15 94 Lbs. 252.86 Lbs.
NG1 P-2 Rains 2.87 Oats 9/1 through 4/15 94 Lbs. 269.78 Lbs.
NG1 P-3 Rains 3.17 Oats 9/1 through 4/15 94 Lbs. 297.98 Lbs.
NG2 P-4 Rains_ 3.96 Oats 911 through 4/15 94 Lbs. 372.24 Lbs.
NG2 P-5 Rains 4.06 Oats 9/1 through 4/15 94 Lbs. 381.64 Lbs.
NG3 P-6 Rains 4.88 Oats 9/1 through 4/15 94 Lbs. 458.72 Lbs.
If anyone has questions concerning this plan,contact me,Edward E.Davis, Technical Specialist with
Columbus Soil and Water Conservation District. This narrative entered this,the 1 lth day of January,
2010.
(ove el
k llv' r� h"s C nJ�
---- --- - - - - - -- - ------ ------------------------------
253681 Database Version 3.1 Date Printed: 01-11-2010 Narrative Page Page 1 of I

Nutrients applied in accordance with this plan will be supplied from the following
source(s):
Commercial Fertilizer is included in this plan
U2 Double B Records waste generated 16,352,280 gals/year by a 17,640 animal Swine
Finishing Lagoon Liquid operation. This production facility has waste storage
capacities of approximately 180 days.
Estimated Pounds of Plant Available Nitrogen Generated per Year
Broadcast 23958
Incorporated 41145
Injected 45312
Irrigated 26041
Max.Avail. Actual PAN PAN Surplus/ Actual Volume Volume Surplus/
PAN(lbs) * Applied(lbs) Deficit(lbs) . Applied(Gallons) Deficit(Gallons)
Year 1 j 26,041 35790 -9,749 22,474,093 -6,121,813
This plan includes a User Defined Source to determine the total pounds of PAN in lieu
of NRCS Standard values. Refer to North Carolina Cooperative Extension Service publication AG-439-42
entitled"Soil Facts: Use of On-Farm Records for Modifying a Certified Animal Waste Management Plan"for
guidance on using on-farm records to develop a User Defined Source.
- ------------ - ---- -- --- -- ---- ------- -- -------- - --- - ---------- -- - - -- --------
Max.Note: In source ID,S means standard source,U means user defined source.
* Available PAN is calculated on the basis of the actual application method(s)identified in the plan for this source.
253681 Database Version 3.1 Date Printed: 01-11-2010 Source Page Page 1 of 1

The table shown below provides a summary of the crops or rotations included in this plan for each field. Realistic Yield estimates
are also provided for each crop in the plan. In addition,the Leaching Index for each field is shown,where available.
i
Planned Crops Summary
Total Useable Leaching
Tract Field Acres Acres Index(LI) Soil Series Crop Sequence. RYE
2263 NGl P-1 2.69 lfa2 N/A Rains Fescue Pasture 4.5 Tons
2263 NGl P-2 2.871 2.87 N/A lRains Fescue Pasture 4.5 Tons
2263 NGl P-3 3.17 3.17 N/A Rains Fescue Pasture 4.5 Tons
2263 NG2 P-4 3.96 3.96 N/A Rains Fescue Pasture 4.5 Tons
2263 NG2 P-5 4.06 4.06 N/A Rains Fescue Pasture 4.5 Tons
2263 NG3 P-6 4.88 4.88 N/A Rains Fescue Pasture 4.5 Tons
2263 Pi 2.30 2.30 N/A Lynchburg Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 5.5 Tons
2263 Plo 5.00 5.00 N/A Lynchburg Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 5.5 Tons
2263 Pi l 6.00 6.00 N/A Lynchburg Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 5.5 Tons
2263 PI I 2.701 2.70 N/A Lynchburg Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 5.5 Tons
2263 P12 2.10 2.10 NIA Rains Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 4.5 Tons
2263 P13A L40 1.40 N/A Lynchburg Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 5.5 Tons
2263 P13B 2.50 2.50 N/A Lynchburg Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 5.5 Tons
2263 P14 6.00 6.00 N/A Lynchburg Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 5.5 Tons
2263 P15 3.50 3.50 N/A Lynchburg Small Grain Overseed 1-0 Tons
Hybrid Bermudagrass Pasture 5.5 Tons
2263 P16 2.80 2.80 N/A Lynchburg Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 5.5 Tons
2263 P17 5.00 5.00 N/A Rains Fescue Pasture 4.5 Tons
2263 P18 2.60 2.60 N/A Rains Fescue Pasture 4.5 Tons
2263 P19 6.40 6.40 NIA Stallings Fescue Pasture 4.0 Tons
2263 P2 5.60 5.60 NIA Lynchburg Small Grain Overseed 1.0 Tons
I :::E Hybrid Bermudagrass Pasture 5.5 Tons
253681 Database Version 3.1 Date Printed 1/11/2010
PCS Page Page I of 3
NOTE: Symbol*means user entered data.

Planned Crops Summary
Total Useable Leaching
Tract Field Acres Acres Index(LI) Soil Series Crop Sequence RYE
2263 P20 t.70 2.70 N/A Rains Fescue Pasture 4.5 Tons
2263 P20A 0.90 0.90 N/A Stallings Fescue Pasture 4.0 Tons
2263 P20B 2.40 2.40 N/A Stallings Fescue Pasture 4.0 Tons
2263 P21 6.10 6.10 N/A Lynchburg Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 5.5 Tons
2263 P22 5.20 5.20 N/A Lynchburg Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 5,5 Tons
2263 P23 5E4.30,
30 5.30 N/A Rains Fescue Pasture 4.5 Tons
2263 P24 5.30 N/A Rains Fescue Pasture 4.5 Tons
2263 P25 5.40 N/A Lynchburg Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 5.5 Tons
2263 P264.30 N/A Lynchburg Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 5.5 Tons
2263 P27 2.60 2.60 N/A Rains Fescue Pasture 4.5 Tons
2263 P28 2.60 2.60 NIA Pantego Fescue Pasture 4.0 Tons
2263 P29 4.20 4.20 N/A Torhunta Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 5.0 Tons
2263 P29A 2.10 2.101 Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 5.0 Tons
2263 P3 5.60 5.60 N/A Rains Fescue Pasture 4.5 Tons
2263 P30 4.801 4.80 N/A Torhunta Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 5.0 Tons
2263 P31 1.50 1.50 N/A Lynchburg Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 5.5 Tons
2263 P32 5.701 5.70 N/A lRains Fescue Pasture 4.5 Tons
2263 P33 3.20 3.20 N/A Lynchburg Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 5.5 Tons
2263 P34 2.70 2.70 N/A Lynchburg Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 5.5 Tons
2263 P35 2.10 2.10 N/A Torhunta Fescue Pasture 4.5 Tons
2263 P4 5.60 5.60 N/A Rains Fescue Pasture 4.5 Tons
2263 P5 5.60 5.60 N/A Rains Fescue Pasture 4.5 Tons
2263 P6 5.50 5.50 N/A ILynchburg Small Grain Overseed I.0 Tons
Hybrid Benmudagrass Pasture 5.5 Tons
2263 P7 5.30 5.30 N/A Lynchburg Small Grain Overseed 1.0 TO
253681 Database Version 3.1 Date Printed 1/11/2010
PCS Page Page 2 of 3
NOTE: Symbol*means user entered data.

a OUa a w o�`'a a e� a a a ' m u
w w w w w w w w w w w w w w lei
w
e C. c c c c c c c c c c c c c ' Go a `° C
N N N N N N N N N Ei .� 0 6' r+
e �•
O' 11 -3 'n
� Sn
a
{°' �+ x x w T
tin ^n an an D
a cr c tr n a n es to •-•
La
a F g F F g a
rr co
� R g, E� Qa � .
3 R'Q CD
OG e '
m
j. .. cw .. uo sw .. .- a A A a► a to
� t�
w 4 u O in C v, O u o ue in ve in a aee ay m .+ Ci
_
O a4AA p A A A A
c+ Q.
�
m a a o a a o o a o o x gry Q oa
® o Ca o a O a C O c O C o O o O �. �, iy •
S w
aa' oo qa ai oa w oa qa q`O q`o qQ as
x •° R
— — °." v > ►fit .to
� Ty��
r o
NR��Jp� W A _CAD N L4 8�6 W W N O
O W w 0Ao -yd O O N N b52,N N N N v� i1. -
T rIla
� o c
0 0 0 0 0 o a o 0 0 0 0 0 0 ® ® � �.� � <• G C O
® O G ® p S
va !s

N N N N N N N N N N N N N N N N N N N N N N n
W W W W W W W W W W W w w w w w w w w w w w O
W
00 N N a 0 N N p oo rn a in A A w w W w
co rr a a a
rt
C C C C C C C C C C C C C C C C C C C C C N C V�
��yy o N N N N N N N N N N N N N N N N N N N N N
� .� �e �e � �_ � w �e fir' � w w �c � �e •e �e �e �e �e � � � ee
n n
fro as ao as Ua a4 QO OR aC aq 00 a0 0a db a4 a4
K
O
J'
W
to tr O, N cn N N W W Q\ Q\ N
LA to O O to to .A .A H •..•
O Ocn O O Cl O O O O O O O O O C. O O O O O O O
cn cn rn rn N O N cn cn rn N cn N N w Lo C% O, N N y
-] a C% A C% (= 00 Co LA In C O In In A A w
O O O O O O O O O O O I O I O O co O O i O I O O -C. O
ro x cn x x 1 x re) x cn
CD a sr d C m n o tea, o a n °��' R m c E3'
W Ctl n '0 ro b a c�v Q c c cw C
c
CO ro rop� ro 07 w m w
co m, m � � C,CO m Vi
8 N C v 8 a C O C O C O C O C O
a < a < a < c < n e a < a < a <
d w MCD CD CD CD
Q7 ^I h "f CD S CD q N `t N 1 y
CD CD CD CD
CD 0 CD
It
,CD C L7 ti C 9
N
O
O
cn cn �-•• 1a A :A cn A A A ,n to cn cn cn
LA o in o 0 o cn L, o o u LA uA o n Cl L, (D L� o LA o qy
O O O O O O O G O G O O
3 . N N h G7 N H N [A N N N N y N UJ N H N y N fn N
gam.��� w W o0 0o Oo W Oe DD 00 W W W W W
b'C
WO W 0 W W W LiJ O W W W W O W OW W C W O
10
c: o o o z n 3 roY c
9 o o a` o a ,D v 0.cc rn
6-'c
o z 'R. 3
NW o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C 0 0 o z
a_ ' �
ac Uc oa tta go as ua as tro ua' ao oa' oa aa' a`o" as qa a* aa' aa'
a•
a 'A
cn v U w w P 10 Cl o rn w .A � o� 0 o � C)v �
CD � � cn v � Y �•
� ,o 0 0 o a a, ,O o �o o ,O
W W 00N
N r- N .. .-. .-. N .. ... .•-• N .--. N o-- N •-- N '•- o a,=y C
.A .A A .P C\ T m A A O, O, O, :P .F+ A A A 4 A A A .A a O r✓ C.
O O O O w W 00 O O W 00 DO O O O C. C. O C. O
Cn
°-
O O O O O O O O O O O O O O Cl O O Cl O O
�p O O O O O O O O O O O O O O O 1O O O O O O O
b
(Ja n D N Q 1-4
_ Opw w cn N oo 900 A 00 w A w w a w a sAcnA00 --a10 4i 0o Aw O A W Vr m00 Q N N WA N -3 z N - O D O 00 O ,O C, C,
"h
0 0 0 0 0 0 0 0 0 0. 0 0 0 0 0 0 0 0 0 0 0 o N FL a
0 0 0 0 0 0 0 0 0 0 8 0 0 0 0 0 0 0 0 0 0 0

N N N N N N N N N N N N N N N N N N N N N N
N N N N N N N N N N N N N N N N N N N N N N H
C� C\ Q1 C\ C\ ati a, a, C, Q\ C, C� D\ O, Ci ol rn
rt
N f9
W w w w w w w w w
O6 A A w w N O O W D 1.0 V rn C, cn LA A w p
m
O
N N N N N N N N N N N N N N N N N N N N N N
O
C ? Cam' C C O r' 0 5 �O C C 6 C C
C C C C C �ii Si �" i �i C C C C '
Ca4 a0 aQ a4 UO aC OG aL rrO QQ o
n
N
O
O
w as
o 0
A N N ? A to Vl
�1 J IJ lJ v vt vi 00 00 as tJ N CN a< W W AP W W
0 0 0 0 0 0 0 C. 0 0 0 0 0 o a o 0 0 0 0 0 0
N N W W A P CA N N P A N N A A CA to In rn ct
c
�1 �I IJ tJ J i.A Lh 00 00 C` tJ N C, d\ W W A A W w y
O O O IO O O O O O O O O O O O O O O O O O O
<x 3 y 3 x cr
BCD, y w m CD n
p; ... CL d CD CD d ❑. CD co
m w rn
r o o CD c gCD
< d C. < d < d < d
V as y oc CD CD i
�V t�yAy � tpnt �
y CD
d y G y Q, y CD CD
N fl. P. va Q. - d
n
0
rD iD iD iD ca � rn N rn _
Q.
r-+
N
O
O
�n .• cn .- A to � cn . Ja CA �— v� �+ A P c.n . cn .+ A A - ,
v, o in o in in C C C Ut C O O O O v. .A O ut o rn cn py
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
LO
w lb�-
"'7
g Es Cj'
R� {�^O C h7 b
O O
o 0 0 0 0 0 0 0 o a o 0 0 0 0 0 0 0 0 0 0 0 y
a
a a a a a a a a a a ? a a
oa' ua' 5 ra aa' aa" qa qa' rl ao" qa' ua rm w" qa
o.
_n
cn w a cn a a D
Cl w rn m 0 �o 0 o a
b.
W hD W N W O W to A W W N W N W \O �D m o y G
N .-. ..r .-. .. :0,
A A .A ? C� A :P lJ .Ca O+ lJ .A IJ .A v. D\ ,A .P .A .A C� =
0 o o 0 00 0 P lF lo OD A O �P O N = O O O O 00 00 a
b o O O E,,,
00 o O O O O O O O O C C oo a o O o 0 0 o o O o 0 o O O'� N ", A N N A ,-� A A O ?=O w w 00 WO C\ 00 00 Oa C� JO 00 In �] �1 00 W CA C, 10 Cn VI y 0. C,
owwwOOO O A
O � cy ❑ 0
O O O O O O O. O O O O O O O P O o O o 0 o O m d a m ❑.
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

N N N N N N N N N N N N N N y
N N N N N N N N N N N N N N
w w w w w w w w w w w w w w ti y
N z A
to to o
a Y � > IV 'IV rn LA a a N
� rt
C C C C C C C
N N N N N N N N N N N N N N
S �
d fD r r r r ;v r r r r r r ;u
O' ro y
eA-n A A O A a A A A A A O
a,
W n O' O' O' O' ? C 6' O' GY O 0
(� ry R ram} o-�j 'C'I C 1 ; ay 1 Al CA C C UO 00 V0 00 b0 h4 (!0 tl0 00 00
�.
CD � � N
W �
d t9i o
O N N CA to W to (!t Vt CA Vt Vi th lA N N $`i
�O 0O O O O O O O O O O O O O O
N N cA cn w in rs t.n in cn cn H � N
W O O Q O O O O O o O O O O O
Cn ,'L' 00
�
i C rn c a c cCD m
as oya va
n CD
y A yy A p~� A Vi A ti. [D
CD y a N Q• N 0. N a y 0.
-10
a
� N
� O
CA O LA O to U O CA O CA O VI CA lA .�
� O O O O O O O G O O O O O O yma
✓ CD O [Oi. N (Ou N ("�A VOl rOn fOn ai ta!] vi tan ai
�O tN v v �] 7.•O
W W W W W d A
w z z
y�5.yo
a, o
e, (:r o 0
CD O o 0 0 0 0 0 0 0 0 0 0 o Z 'a
ZS-CD
CL
.rce o 0 0 0 0 0 0 0 0 0 0 0 0 o Z �'nb
c i tlo Oo Oa tlG U4 fm (ra Qa QG do (To UQ V4 bC o
V �b �JS/ 'ti vt V, .P - �] N v cn v vi .P .A vt iD
o ^o D 'm CD �o CDm o o 0 o a rn o
a
N
G7 O Y A �P �P P Q� ? ? A .P .A .A �
y C O O O O O O O 00 O CD O O O O 00 0o �O Y
�. CD O O '�
0. '� n. y N'O p�0
UQ °c 5 CD
m rn rn w O O O O O O O O O O O O
aD u c T N Oo _k e r
(Jq w .P N
t N 00 N w w C Q
O
N N O O W o O O
ri
a �ti _ o
O O O l
O_ O O O 0 O O O O O Cl O 0 O O

The Irrigation Application Factors for each field in this plan are shown in the following table. Infiltration rate varies with soils. If
applying waste nutrients through an irrigation system,you must apply at a rate that will not result in runoff. This table provides the
maximum application rate per hour that may be applied to each field selected to receive wastewater. It also lists the maximum
application amount that each field may receive in any one application event.
Irrigation.Application Factors
Application Rate Application Amount
Tract Field Soil Series (inches/hour) (inches)
2263 NGI P-1 Rains 0.40 1.0
2263 NGI P-2 Rains 0.40 1.0
2263 NG 1 P-3 Rains 0.40 1.0
2263 NG2 P-4 Rains 0.40 1.0
2263 NG2 P-5 Rains 0.40 1.0
2263 NG3 P-6 Rains 0.40 1.0
2263 PI Lynchburg 0.50 1.0
2263 PIO Lynchburg 0.50 1.0
2263 PH Lynchburg 0.50 1.0
2263 PI IA Lynchburg 0.50 1.0
2263 P 12 Rains 0.40 1.0
2263 P13A Lynchburg 0.50 1.0
2263 P13B Lynchburg 0.50 1.0
2263 P14 Lynchburg 0.50 1.0
2263 P 15 Lynchburg 0.50 1.0
2263 P16 Lynchburg 0.50 1.0
2263 P 17 Rains 0.40 1.0
2263 P18 Rains 0.40 1.0
2263 P19 Stallings 0.50 1.0
2263 P2 Lynchburg 0.50 1.0
2263 P20 Rains 0.40 1.0
2263 P20A Stallings 0.50 1.0
2263 P20B Stallings 0.50 1.0
2263 P21 Lynchburg 0.50 .1.0
2263 P22 Lynchburg 0.50 1.0
2263 P23 Rains 0.40 1.0
2263 P24 Rains 0.40 1.0
2263 P25 Lynchburg 0.50 1.0
2263 P26 Lynchburg 0.50 1.0
2263 P27 Rains 0.40 1.0
2263 P28 Pantego 0.45 1.0
2263 P29 Torhunta 0.45 1.0
2536R1 Datahase Version 3.1 Date Printed 1/11/2010 IAF Page Pau 1 of

Irrigation Application Factors
Application Rate Application Amount
Tract Field Soil Series (inches/hour) (inches)
2263 P29A Torhunta 0.45 1.0
2263 P3 Rains 0.40 1.0
2263 P30 Torhunta 0.45 1.0
2263 P31 Lynchburg 0.50 1.0
2263 P32 Rains 0.40 1.0
2263 P33 Lynchburg 0.50 1.0
2263 P34 Lynchburg 0.50 1.0
2263 P35 Torhunta 0.45 1.0
2263 P4 lRains 0.40 1.0
2263 P5 Rains 0.40 1.0
2263 P6 Lynchburg 0.50 1.0
2263 P7 Lynchburg 0.50 1.0
2263 P8 Lynchburg 0.50 1.0
2263 P8A Rains 0.40 1.0
2263 P9 Lynchburg 0.50 1.0
2263 P9A Lynchburg 0.50 1.0
752(�521 Tlatahaea Z/arcinn 2 1 nnta Printarl 1/I 1/'M10 TA Page Page 2 of 2

The following Lagoon Sludge Nitrogen Utilization table provides an estimate of the number of acres needed for sludge
utilization for the indicated accumulation period. These estimates are based on average nitrogen concentrations for each source,
the number of animals in the facility and the plant available nitrogen application rates shown in the second column.
Lagoon sludge contains nutrients and organic matter remaining after treatment and application of the effluent. At clean out,this
material must be utilized for crop production and applied at agronomic rates. In most cases,the priority nutrient is nitrogen but
other nutrients including phosphorous,copper and zinc can also be limiting. Since nutrient levels are generally very high,
application of sludge must be carefully applied.
Sites must first be evaluated for their suitability for sludge application. Ideally,effluent spray fields should not be used for
sludge application. If this is not possible,care should be taken not to load effluent application fields with high amounts of
copper and zinc so that additional effluent cannot be applied. On sites vulnerable to surface water moving to streams and lakes,
phosphorous is a concern. Soils containing very high phosphorous levels may also be a concern.
Lagoon Sludge Nitrogen Utilization Table
Maximum Maximum Sludge
Crop PA-N Rate Application Rate Minimum Acres Minimum Acres Minimum Acres
lblac 1000 gal/ac 5 Years Accumulation 10 Years Accumulation 15 Years Accumulation
Swine Feeder-Finish Lagoon Sludge- Standard
Com 120 bu 150 13.16 221.14 442.29 663.43
Hay 6 ton R.Y.E. 300 26.32 110.57 221.14 331.71
Soybean 40 bu 160 14.04 207.32 414.64 621.96
----- ---- ------------------------------- ---------------
- ----------------------------------- - - - - - ----------
253681 Database Version 3.1 Date Printed: 01-11-2010 Sludge Page Page I of

The Available Waste Storage Capacity table provides an estimate of the number of days of storage capacity available
at the end of each month of the plan. Available storage capacity is calculated as the design storage capacity in days
minus the number of days of net storage volume accumulated. The start date is a value entered by the user and is
defined as the date prior to applying nutrients to the first crop in the plan at which storage volume in the lagoon or
holding pond is equal to zero.
Available storage capacity should be greater than or equal to zero and less than or equal to the design storage
capacity of the facility, if the available storage capacity is greater than the design storage capacity,this indicates that
the plan calls for the application of nutrients that have not yet accumulated. If available storage capacity is negative,
the estimated volume of accumulated waste exceeds the design storage volume of the structure. Either of these
situations.indicates that the planned application interval in the waste utilization plan is inconsistent with the
structure's temporary storage capacity.
Available Waste Stora e Ca aci
Source Name Double B Records Design Storage Capacity(Days)
Start Date 109130 180
Plan Year Month Available Storage Capacity(Days)
1 1 165
1 2 169
1 3 180
1 4 180
1 5 180
1 6 180
1 7 180
l 8 180
1 9 180
1 10 180
1 11 180
l 12 165
Available Storage Capacity is calculated as of the end of each month.
- --- ---- - ----------- ---------------------------------------- -------------------------- ---- ---- ----- -------- ----------
253681 Database Version 3.1 Date Printed: 01-11-2010 Capacity -Page Page 1 of 1

Required Specifications For Animal Waste Management
1. 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 that 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 Management Plan when there is a change in the
operation,increase in the number of animals, method of application, receiving
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, MRCS Field Office Technical Guide Standard
393 -Filter Strips).
5. Odors can be reduced by injecting the waste or by 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 tilled 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.
------------ ------- ---------------------- -------------------------------------------------- ------------------------------------------------------------
253681 Database Version 3.1 Date Printed: 1/11/2010 Specification Pape 1

8. Animal waste shall not be applied to saturated soils, during rainfall events, or
when the soil surface is frozen.
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
crops on soils with a high potential for leaching. Waste/nutrient loading rates on
these soils 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 that 25
feet to perennial waters,
12. Animal waste shall 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 a discharge or by over-spraying. Animal waste may be applied to
prior converted cropland provided the fields have been approved as a land
application site by a "technical specialist". Animal waste shall 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.
----------------------------- -_----------------- --------------------------- ---------------------- ------------------------------------------------------------
253681 Database Version 3.1 Date Printed: 1/11/20 10 SPecification Page 2

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 60 days of utilization and soil shall be tested at least
annually at crop sites where waste products are applied. Nitrogen shall be the
rate-determining nutrient, unless other restrictions require waste to be applied
based on other nutrients, resulting in a lower application rate than a nitrogen
based rate. Zinc and copper levels in the soils shall be monitored and alternative
crop sites shall be used when these metals approach excessive levels. pH shall be
adjusted and maintained for optimum crop production. Soil and waste analysis
records shall be kept for a minimum of five years. Poultry dry waste application
records shall be maintained for a minimum of three years.
Waste application records for all other waste shall be maintained for five (5)
years.
23. Dead animals will be disposed of in a manner that meets North Carolina
regulations.
----------------I---------------------------------------------------------------------------------------------- -----------
253681 Database Version 3.1 Date Printed: 1/11/2010 Specification Page 3

Crop litotes
The following crop note applies to field(s): P28,P35
Fescue: Coastal Plain,Organic Soils.
r
Adaptation: Well-adapted.
In the Coastal Plain tidewater region,tall fescue can be planted Sept. 1 to Oct. 15 (best)and Feb. 15 to
Mar.20.For pure-stand broadcast seedings use 20 to 30 ib/ac.,for drilled use 15 to 20 lb/ac. seed.Use
certified seed to avoid introducing weeds or annual ryegrass.Plant seed 0.25"to 0.5"deep for pure
stands, 0.25"in mixture with clovers.Tall fescue will tolerate soil wetness but not flooding or prolonged
saturation; use Ladino clover for mixtures on these soils. Soil test for preplant and maintenance lime,
phosphorus,and potassium recommendations.Apply 40 to 60 lb/ac nitrogen at planting for pure stands
only. Do not apply N for mixtures with clovers but use proper legume inoculation techniques.Apply 150
to 200 lb/ac.N to pure-stand fescue for hay production; reduce N rates by 25%for grazing.Apply N Feb.
1 to Mar.20 and Aug.20 to Sept.30,with equal amounts in each window.Refer to NCSU Technical
Bulletin 305 Production and Utilization of Pastures and Forages in North Carolina for additional
information or consult your regional agronomist or extension agent for assistance.
The following crop note applies to field(s):NGl P-1,NG1 P-2,NG1 P-3,NG2 P-4,NG2 P-5,NG3 P-6,
P17,P18,P20,P23,P24,P27,P3,P32,P4,P5,
Fescue: Coastal Plain,Mineral Soil,Poorly Drained to Somewhat Poorly Drained.
Adaptation: Moderate to Marginal.
In the Coastal Plain,tall fescue can be planted Sept. 1 to Oct. 15 (best)and Feb. 15 to Mar.20.For
pure-stand broadcast seedings use 20 to 30-lb/ac.,for drilled use 15 to 20 lb/ac. seed.Use certified seed
to avoid introducing weeds or annual ryegrass.Plant seed 0.25"to 0.5"deep for pure stands, 0.25"in
mixture with clovers. Tall fescue will tolerate soil wetness but not flooding or prolonged saturation;use
ladino clover for mixtures on these soils. Soil test for preplant and maintenance lime,phosphorus, and
potassium recommendations.Apply 40 to 60 lb/ac nitrogen at planting for pure stands only.Do not apply
N for mixtures with clovers but use proper legume inoculation techniques.Apply 150 to 200 lb/ac.N to
pure-stand fescue for hay production;reduce N rates by 25%for grazing.Apply N Feb. 1 to Mar.20 and
Aug. 20 to Sept. 30,with equal amounts in each window.Refer to NCSU Technical Bulletin 305
Production and Utilization of Pastures and Forages in North Carolina for additional information or
consult your regional agronomist or extension agent for assistance.
-----------------------------------------------------------------------------------------------------------------------------------------------
253681 Database Version 3.1 Date Printed: 01-11-2010 Crop Note Page Page 1 of 4

The following crop note applies to field(s): P19,P20A,P20B
Fescue: Coastal Plain,Mineral Soil,Poorly Drained to Somewhat Poorly Drained.
Adaptation: Moderate to Marginal.
In the Coastal Plain,tall fescue can be planted Sept. i to Oct. 15 (best)and Feb. 15 to Mar. 20.For
pure-stand broadcast seedings use 20 to 30 lb/ac.,for drilled use 15 to 201b/ac. seed. Use certified seed
to avoid introducing weeds or annual ryegrass.Plant seed 0.25"to 0.5"deep for pure stands, 0.25"in
mixture with clovers.Tall fescue will tolerate soil wetness but not flooding or prolonged saturation;use
Ladino clover for mixtures on these soils. Soil test for preplant and maintenance lime,phosphorus, and
potassium recommendations.Apply 40 to 60 lb/ac nitrogen at planting for pure stands only. Do not apply
N for mixtures with clovers but use proper legume inoculation techniques.Apply 150 to 200 lb/ac.N to
pure-stand fescue for hay production;reduce N rates by 25%for grazing.Apply N Feb. l to Mar.20 and
Aug. 20 to Sept. 30,with equal amounts in each window.Refer to NCSU Technical Bulletin 305
Production and Utilization of Pastures and Forages in North Carolina for additional information or
consult your regional agronomist or extension agent for assistance.
The following crop note applies to field(s):P29,P29A,P30
Small Grain: Coastal Plain, Organic Soils
In the Coastal Plain, oats and barley should be planted from October 15-October 30; and rye from
October 15-November 20.For barley, plant 22 seed/drill row foot and increase the seeding rate by 5%for
each week seeding is delayed beyond the optimum time. See the seeding rates table for applicable
seeding rate modifications in the current NCSU "Small Grain Production Guide": Also, increase the
initial seeding rate by at least 10%when planting no-till. Oats should be planted at 2 bushels/acre and
rye at 1-1 1/2 bushels/acre.Plant all these small grains at 1-1 1/2" deep.Adequate depth control is
essential. Review the NCSU Official Variety"green book" and information from private companies to
select a high yielding variety with the characteristics needed for your area and conditions.Apply no more
than 30 lbs/acre N at planting. Phosphorus and potash recommended by a soil test can also be applied at
this time. The remaining N should be applied during the months of February-March.
The following crop note applies to field(s): P12
Small Grain: CP,Mineral Soil, low-leachable
In the Coastal Plain,oats and barley should be planted from October 15-October 30; and rye from
October 15-November 20. For barley,plant 22 seed/drill row foot and increase the seeding rate by 5%for
each week seeding is delayed beyond the optimum time. See the seeding rates table for applicable
seeding rate modifications in the current NCSU "Small Grain Production Guide". Also, increase the
initial seeding rate by at least 10%when planting no-till. Oats should be planted at 2 bushels/acre and
rye at 1-1 1/2 bushels/acre.Plant all these small grains at 1-1 1/2" deep.Adequate depth control is
essential.Review the NCSU Official Variety "green book" and information from private companies to
select a high yielding variety with the characteristics needed for your area and conditions.Apply no more
than 30 lbs/acre N at planting.Phosphorus and potash recommended by a soil test can also be applied at
this time. The remaining N should be applied during the months of February-March.
--------------------- ---------------------------- ---------- -----------------------------------.----......
253681 Database Version 3.1 Date Printed: 01-11-2010 Crop Note Page Page 2 of 4

The following crop note applies to field(s):P1,P10,Pl 1,PHA,P13A,P13B,P14,P15,P16,P2,P21,
P22,P25,P26,P31,P33,P34,P6,P7,P8,P9
Small Grain: CP,Mineral Soil, low-leachable
In the Coastal Plain,oats and barley should be planted from October 15-October 30; and rye from
October 15 November 20.For barley, plant 22 seed/drill row foot and increase the seeding rate by 5%for
each week seeding is delayed beyond the optimum time. See the seeding rates table for applicable
seeding rate modifications in the current NCSU "Small Grain Production Guide". Also,increase the
initial seeding rate by at least 10%when planting no-till. Oats should be planted at 2 bushels/acre and
rye at 1-1 1/2 bushels/acre.Plant all these small grains at 1-1 1/2"deep.Adequate depth control is
essential.Review the NCSU Official Variety"green book" and information from private companies to
select a high yielding variety with the characteristics needed for your area and conditions.Apply no more
than 30 lbs/acre N at planting.Phosphorus and potash recommended by a soil test can also be applied at
this time.The remaining N should be applied during the months of February-March.
The following crop note applies to field(s):P29,P29A,P30
Bermudagrass: Coastal Plain,Organic Soil
Adaptation:Not adapted.
The following crop note applies to field(s): P 12
Bermudagrass CP,Mineral Soil,Poorly Drained to Somewhat Poorly Drained.
Adaptation: Effective artificial drainage MUST be in place to achieve Realistic Yield Expectations
provided for these soils.
In the Coastal Plain,hybrid bermudagrass sprigs can be planted Mar. 1 to Mar. 31. Cover sprigs 1"to 3"
deep(1.5"optimal). Sprigs should be planted quickly after digging and not allowed to dry in sun and
wind.For Coastal and Tifton 78 plant at least 10 bu/ac in 3' rows, spaced 2' to 3' in the row. Generally a
rate of 30 bu/ac is satisfactory to produce full groundcover in one or two years under good growing
conditions. Tifton 44 spreads slowly, so use at least 40 bu/ac in 1.5' to 2' rows spaced 1' to 1.5' in row.
For broadcast/disked-in sprigs use about 60 bu/ac. Soil test for the amounts of lime,phosphorus,
potassium and micronutrients to apply preplant and for annual maintenance.Apply 60 to 1001b/ac N in
the establishment year in split applications in April and July.For established stands apply 180 to 240
lb/ac N annually in split applications,usually in April and following the first and second hay cuts.
Reduce N rates by 25%for grazing. Refer to NCSU Technical Bulletin 305 Production and Utilization
of Pastures and Forages in North Carolina for more information or consult your regional agronomist or
extension agent for assistance.
----------------------------------------
253681 Database Version 3.1 Date Printed: 01-11-2010 Crop Note Page Page 3 of 4

The following crop note applies to field(s): PI,P10,P11,PI IA,P13A,P13B,P14,P15,P16,P2,P21,
P22,P25,P26,P31,P33,P34,P6, P7,P8,P9
Bermudagrass CP,Mineral Soil,Poorly Drained to Somewhat Poorly Drained.
Adaptation: Effective artificial drainage MUST be in place to achieve Realistic Yield Expectations
provided for these soils.
In the Coastal Plain,hybrid bermudagrass sprigs can be planted Mar. 1 to Mar. 31. Cover sprigs 1"to 3"
deep(1.5"optimal). Sprigs should be planted quickly after digging and not allowed to dry in sun and
wind.For Coastal and Tifton 78 plant at least 10 bu/ac in 3' rows, spaced 2' to 3' in the row. Generally a
rate of 30 bu/ac is satisfactory to produce full groundcover in one or two years under good growing
conditions. Tifton 44 spreads slowly, so use at least 40 bu/ac in 1.5' to 2'rows spaced 1' to 1.5' in row.
For broadcast/disked-in sprigs use about 60 bu/ac. Soil test for the amounts of lime,phosphorus,
potassium and micronutrients to apply preplant and for annual maintenance.Apply 60 to 100 lb/ac N in
the establishment year in split applications in April and July.For established stands apply 190 to 240
lb/ac N annually in split applications,usually in April and following the first and second hay cuts.
Reduce N rates by 25%for grazing. Refer to NCSU Technical Bulletin 305 Production and Utilization
of Pastures and Forages in North Carolina for more information or consult your regional agronomist or
extension agent for assistance.
-------- ------------------------- ----------------------------------------------------- ---------- ------------------------
253681 Database Version 3.1 Date Printed: 01-11-2010 Crop Note Page Page.4 of 4

ADDENDUM TO WUP
Narrative
Double B. Farms is installing 3 Rotary Dram Composters for Mortality Management at their
Finishing Operation. The number of animals at this operation is 17,640. This operation will
produce approximately 26,041 pounds of N per year. Based on composted swine mortality from
Double B. Farms, approximately 149 tons per year(wet basis) is common for the broadcast
application method. This would be approximately 2085 lbs of PAN expected from the
composter to be land applied.
The operation has a surplus of land to apply nutrients on. This compost will be analyzed and
land applied at agronomic rates. The 2085 pounds of PAN produced by this composter will be
recorded on the Dry Litter Application Field Record forms. The amount of N applied from this
composter will be deducted from the total N budgeted for the area where it is applied.
The waste utilization plan dated 1-11-2010 has a PAN deficient of 9,749 lbs. The total amount
of N produced from composter per year is 2,085.
If there are any questions concerning this plan,please contact NRCS or Columbus Soil&Water
Conservation District at(910)642-2196 x 3.
` s'--10 1v
Producer ' Date
AC1;1f1Mt4'
District Conservationist Date
Technical Specialist Date

" iMRCS
NaturalResou states°sConservafio of�"`ice NUTRIENT MANAGEMENT PLAN
Natural Resources Conservation Service
SUPPLEMENTAL INFORMATION
N.C. Practice Job Sheet: NC-590
Prepared for:—Mark and Dixie Turbeville Farms
By: Sam Edwards
Farm: Tract(s): Date:_02/_07/2024
WHAT IS NUTRIENT MANAGEMENT?
Nutrient Management is applying nutrients
from all sources with the right placement, in fertilizer and manure application methods.
the right amount, at the right time, and from When precision ag/variable rate application
the right source to minimize nutrient losses to technology is utilized, see the next section of
surface and groundwater. This practice is this Job Sheet for additional guidance on plan
accomplished through development and requirements.
implementation of a Nutrient Management
Plan, which can be part of a broader • aerial site photograph(s)/imagery or site
Conservation Plan or CNMP that addresses map(s), and a soil survey map of the site,
multiple resource concerns. 0 Sufficient soils information—such as dominant
soil map until for each planned field—needed
PURPOSE OF NUTRIENT MANAGEMENT to apply nutrients at RYE and Soil Test Report
determined rates as appropriate; and to not
A nutrient management plan is intended to exceed rates determined by nutrient risk
accomplish one or more of the following assessment planning criteria.
objectives: • location of designated sensitive areas and the
associated nutrient application restrictions and
• To budget, supply, and conserve nutrients for setbacks,
plant production. results of approved risk assessment tools for
• To minimize agricultural nonpoint source any necessary evaluations for nitrogen,
pollution of surface and groundwater phosphorus, and erosion losses.
resources. • current and/or planned plant production
• To properly utilize manure or organic by- sequence or rotation,
products as a plant nutrient source.
• soil,water, compost, manure, organic by-
• To protect air quality by reducing odors, product, and plant tissue sample analyses
nitrogen emissions (ammonia, oxides of applicable to the plan. Where non-NCDA soil
nitrogen), and the formation of atmospheric testing labs are used, nutrient
particulates. recommendations must be made using NCDA-
• To maintain or improve the physical, chemical, similar guidelines and methodologies. Note:
and biological condition of soil. high levels of soil copper and zinc may be toxic
to production crops. Land application of these
nutrients must be accordance with
CONTENTS OF THE NUTRIENT NCSU/NCDA crop toxicity guidelines.
MANAGEMENT PLAN . Realistic yield goals for the crops planned for
The following components are included in nutrient application,
nutrient management plan specifications
typical of more`traditional'
NC-590 Job Sheet May 2015 page 1

• Planned nitrogen application rates based on rates must be provided as specifications prior
NC Realistic Yield Expectations (RYEs)or to application.
sufficiently documented yield records, . Note—where Diammonium phosphate(18-46-
• The Nitrogen Leaching Index for planned 0) is the primary variable rate P fertilizer
fields, source applied on legume crops, additional N
• Planned P & K application rates based on soil will likely be needed to achieve RYEs.
test results(see next section where P& K The plan was developed based on the current
applied through variable rate technology). NRCS 590 standard and Federal, state, or
• listing and quantification of all nutrient sources local regulations or policies. Changes in laws
and form, including starter fertilizer or regulations may require a plan modification.
applications and legume-based cover crop This Job Sheet is a required supplement to
mixes. the Nutrient Management Plan.
• in accordance with the nitrogen and
phosphorus risk assessment tool(s), specify NC Permitted Animal Operations: For NC
the recommended nutrient application source, DENR-DWR or NPDES permitted animal
timing, amount(except for precision/variable operations, the waste utilization portion of the
rate applications specify method used to Certified Animal Waste Management Plan
determine rate), and placement of plant (CAWMP) must meet requirements specified by
nutrients for each field or management unit, the Permit. The NC 1217 Interagency Group
and provides guidance on the required minimum
elements of a CAWMP. This guidance is found in
• guidance for implementation, operation and Sec 1.1 of the latest 1217 Guidance Document,
maintenance, and recordkeeping as specified located at:
by the CNMP or applicable NC DWQ or http://www.ncagr.gov/SWC/tech/quidancedocumen
NDPES permit. ts.html.
Where precision/variable rate nutrient
application applications are planned and Nitrogen Leaching Index Values
made, some required planning components of Nitrogen Leaching Index values, obtained through
the preceding section may be provided by the use of current Soil Hydrologic Group (SHG)-based
overall conservation plan. In addition, the LI index maps in Sec II of the NC FOTG or RUSLE
Z field-specific soil loss calculations, are included
following components are required in nutrient in the Nutrient Management Plan. SHGs per soil
management planning. map unit are available through selection of the Soil
Data Explorer and Soil Properties and Qualities
• The geo-referenced field boundary and data (then select"Soil Qualities and Features") tabs
collected that was processed and analyzed as once an Area of Interest has been defined in
a GIS layer or layers to generate nutrient or NRCS Web Soil Survey.
soil amendment recommendations.
If the Nitrogen Leaching Index> 10 for planned
• Planned nitrogen application rates based on fields, appropriate conservation practices must be
NC RYEs or sufficiently documented yield included in a conservation plan to prevent nitrogen
records from leaving the field via surface or subsurface
• The Nitrogen Leaching Index for planned runoff.
fields. Below are conservation crop management
• The nutrient recommendation guidance and techniques and practices recommended for
recommendation equations used to convert the mitigation of nitrate losses (practices also
GIS base data layer or layers to a nutrient documented in conservation plan):
source material recommendation GIS layer or
layers.
• Soil testing documentation that crop
Phosphorus (P205)and Potassium (K20)
nutrient or soil amendment application will be
made per soil test results similar to NCDA
guidelines. Where P& K will not be applied
via variable rate application technology, but by
basic GPS guidance, recommended P& K
NC-590 Job Sheet May 2015 page 2

NUTRIENT MANAGEMENT PLAN PLAT Categorical Ratings Information
DEVELOPMENT When soil test phosphorus continues to increase
The nutrient management plan has been on a long term basis, PLAT may produce results
developed to meet nutrient application rate criteria that require P-based manure application planning
for all sources of nitrogen, phosphorus, potassium and planning for no additional manure P.
as specified by NRCS 590 Nutrient Management Conditions that will require P-based or no-P
standard criteria. planning will be based on site specific resource
conditions, which will facilitate data input into
In addition to NCDA Agronomic Division soil test PLAT. PLAT categorical ratings that will require
recommendations, or soil test recommendations enhanced P application planning are:
made through similar guidelines, the plan is based
on NC INMC approved values for realistic yield HIGH: P-based manure application is required
goals, nitrogen factors, phosphorus removal rates, (limited to P uptake in harvested crop biomass)
default nutrient values for animal waste, plant
availability coefficients for N, P, and K, and animal VERY HIGH: No additional manure P or starter P
waste generation volumes where applicable. application to be specified in nutrient management
Approved values are found at: plan.
http://nutrients.soil.ncsu.eduAndex.htm
Where manure is applied, farm records may also Phosphorus Drawdown Strategv
be used through a procedure provided in SB 1217 Information:
Interagency Group guidance, available at: Implementation of a phosphorus `drawdown'
http://www.ncapr.gov/SWC/tech/1217committee ht ml strategy may be a consequence of PLAT results,
or may be requested in order to lower soil test
For NC permitted animal operations, planning phosphorus levels.Should a reduction in soil test P be desired or
requirements for Plan "Amendments" (minor modifications) and "Revisions" (Major necessary, the only currently proven method of
substantial P `drawdown' is to not apply manure-
Modifications) are clarified by SB 1217 Interagency based P and to plant and harvest crops that utilize
Group Guidance. P currently present in the soil surface.
Crop specific estimated annual P removal amounts
ADDITIONAL PHOSPHORUS-RELATED are available on the NCSU Nutrient Management
PLAN INFORMATION (Applicable when in NC website:
increases in Soil Test P are expected on http:l/nutrients.soil.ncsu.edu/`vields/index.Dhr)
the planned areal Conservation Practices and Management
In NC, a field-specific Phosphorus Loss Techniques to Reduce P Loss Potential:
Assessment Tool(PLAT)evaluation is completed Conservation practices, especially those that
in accordance with 590 Nutrient Management standard General Criteria requirements, and prevent soil particle detachment and trap sediment
at field edges are effective in preventing
phosphorus must be applied in accordance with phosphorus movement from the planned site.
590 standard Manure Phosphorus Application Rates. Manure application techniques can also be applied
to reduce P loss risk. These practices must be
In addition to the basic plan components, plan included in the conservation plan where
information on PLAT categorical ratings, P determined PLAT risk= HIGH for planned fields.
drawdown strategies, and conservation practices Consult the conservation plan developed in
to reduce P loss risk is required when increases in conjunction with the nutrient management plan for
Soil Test P are expected on the planned area. information on practices recommended to reduce
Typically, this could occur when manure is phosphorus AND nitrogen loss risks. Application
consistently applied at Nitrogen-based rates. High management techniques to reduce nutrient loss
levels of phosphorus in the surface soil layer have risk may be prescribed below:
been linked to increasing risk of P loss through
surface runoff and leaching.
❑ Increases in Soil Test P are expected
on the planned area(not typical if P
application made per soil test results).
NC-590 Job Sheet May 2015 page 3

Long Term Strategy for Reduction of Soil P RECORDKEEPING
Levels: Waste reports from the NCDA&CS Agronomic
As noted in the P drawdown strategy section, the Division, or equivalent, are acceptable sources of
only currently proven method for reducing high information for determining applied manure nutrient
levels of soil P is not applying P, paired with amounts for recordkeeping or crop budgeting
producing crops on the planned site that use purposes.
existing soil P. Where soil P and PLAT
evaluations indicate an increasing risk to water Records must be maintained for at least 5 years, or
quality, substantially reducing soil P levels through for time and manner required by Permit for animal
crop uptake can take many years of operations to document plan implementation and
implementation. When P is not applied, and maintenance.As applicable, records include:
existing soil P is used by crops, eventually, soil will • soil, plant tissue, water, manure, and
become P deficient. Consult CES or NCDA organic by-product analyses resulting in
Regional Agronomy specialists for additional recommendations for nutrient application,
information soil test P reduction timelines. . quantities, analyses and sources of
Manure P produced in excess of crop nutrients applied,
requirements: • dates, and method(s)of nutrient
Consult the nutrient management plan for a applications, source of nutrients, and rates
quantification of manure generated by the animal of application,
feeding operation that may exceed crop P . weather conditions and soil moisture at the
requirements. time of application; lapsed time to manure
"Manure Hauler" Information incorporation; rainfall or irrigation event,
• crops planted, planting and harvest dates,
All manure waste applied on land owned by or yields, nutrient analyses of harvested
controlled by the Animal Feeding Operation (AFO) biomass, and crop residues removed,
owner or operator must be included in the nutrient • dates of plan review, name of reviewer,
management plan. The volume difference in total and recommended changes resulting from
manure waste generated by the AFO and waste the review, and
applied to land not owned or controlled by the
producer must be accounted for in a nutrient all enhanced efficiency fertilizer products
management plan. used.
General information on manure waste generated Additional records for precision/variable rate
by an AFO to be applied to land not owned or sites must include:
controlled by the AFO owner or operator may be . maps identifying the variable application
recorded as specified in the NC CLAMP source, timing, amount, and placement of
Certification Sheet and Documentation Checklist or all plant nutrients applied, and
other supplemental documentation to the nutrient
management plan. NRCS CNMP technical criteria • GPS-based yield maps for crops where
require documentation of manure exports off the yields can be digitally collected.
farm (this can be done below). The AFO • Documentation per field nitrogen
owner/operator should provide the third party application rates do not exceed RYE-
applicator with a current waste analysis in order to based recommended rates
facilitate agronomic crop application of the facility's
generated waste. Should land not owned or 0 Documentation that applied phosphorus
controlled by the AFO owner or operator be and potassium recommendations do not
included in a nutrient management plan, the exceed recommended rates specified by
complete plan must meet 590 criteria. soil tests.
Type and Quantity of Animal Feeding Operation a For non-variable rate application of P & K,
(AFO) manure generated by the facility: provide applied map with field boundaries
indicating source, timing, method, and rate
of all applications.
Quantity of AFO manure generated to be exported • Where 'chlorophyll reader'technology is
off the farm for third party application: utilized, application records that nitrogen
rates match RYE-based N rates as closely
as possible.
NC-590 Job Sheet May 2015 page 4

OPERATION AND MAINTENANCE
The producer is responsible for safe operation and
maintenance of this practice, including all
equipment. Review the plan periodically to
determine if adjustments or modifications to the
plan are needed. In NC, animal operations
permitting provisions may specify more frequent
review periods. Adhere to the following operation
and maintenance provisions:
• Protect fertilizer and organic by-product
storage facilities from weather and accidental
leakage or spillage.
• Properly calibrate application equipment to
ensure uniform distribution of material at
planned rates.
• Workers should be protected from and avoid
unnecessary contact with inorganic fertilizers
and organic by-products. Extra caution must
be taken when handling ammonia sources of
nutrients, or when dealing with organic wastes
stored in unventilated enclosures.
• The disposal of material generated by the
cleaning of nutrient application equipment
should be accomplished properly. Excess
material should be collected and stored or field
applied in an appropriate manner. Excess
material should not be applied on areas of high
potential risk for runoff or leaching.
• Disposal or recycling of nutrient containers
should be done according to state and local
guidelines or regulations.
NC-590 Job Sheet May 2015 page 5

Conservation Plan Map
Customer(s):BILLY BUTLER Field Office:WHITEVILLE SERVICE CENTER
Agency: USDA-NRCS
Assisted By: Donna G Register
y 1
r
w
u a
I
13 a_ I
i
,vwq t
1 !
i
�6
r
Legend
® Existing Well
lk Residence
,I— Temporary Fence
EEP Waste Storage Lagoon
Consplan
01 Composter N
— DOT Secondary Roads 700 0 700 1,400 2,100 2,800
MMMFeet
— Streams

£ rt.
9 'fib
i
J sQ
fi � �x 32iti k�
k —
t2
0
Y
yE' .
,.
k:SYMA:R.M1�M-
-----------------------
�'IvY
USDA ,2:,t . : t• t t:.t- Farm: 12322 Wetland Determination Identifiers
"® MU LT Restricted use
act° 2 —Limited Restrictions
i�p tor FSP,purposes oni r �Exemptfrnm Conservation
Columbus: County, NC Compliance Provisions
0 626 1,250 2,500 3,750
Feet
Disclaimer.Wei tnd identifiers do rot represert aim,shape,or specific determination of area.
Refer to your or-unai determination(CPA-026 and at ached maps)for macs v4etland boundaries o� nnn7

SOILS MAP
Customer(s): BILLY BUTLER Field Office:WHITEVILLE SERVICE CENTER
District:COLUMBUS SOIL&WATER CONSERVATION DISTRICT Agency: USDA-MRCS
Legal Description:T-2263
a r ,
y 5 q1. r
5
i '
,r
-
o as
TO LYy� .
AV
L
r Y
I r M-W
G0A.
�§ StRa Pa� {! ,:
i�
1
i M
x
T
a:
ij+P1
f II Ili
1 rf
t
I �
5�
r
f �
� I
�3
- ..r Legend
Soils Map
- N
Consplan 530 0 530 1,060 1,590 2,120
Roads
Feet
___ Streams

�f
H
Ci
. u
•v
C.
I`
�•V
Iu
r�
L cp v G .c to-
® L� y G O .r '.n •� G C �y
40
CJ
•"r' .`r TJ V ep •^� O ^? > O . .=
Ll
_Cl) Ci C> C Cp V R Cp �' •L 'y
to
cc
G
O '
U y
v
U r,
41
U c
A
°. • e0
1
U
_n v u L Z

rn
O
4
Ln
�•�� N
IVA
v I
U 0
(La >
a p
v z
Z Q
E %n
L �
w
d L
N d
cO
U Z j L (p 00
S LO 7 O ++
3 a, Q u L Q
0 0 +, a a
Q- t° tu c
N � �, a °
° m ° s c .� c
E ° a >- o c to CL
a) i, i U O ,O O tp i (Q-
L to C6 ++ L ++ G
c �
trA Vl IC C c 7 -O U
N c b0 N L C c O o m L
v) +--• mUl
N
LO 0
Q ? N
E N N -0 c of
O O V O N a O m w O °
L N > L V 41
In L N U 4-
O O Y 3
L CL m a>i " a >- c o
fo
u F- 3 a
a, . . UO
Z> m
U L a
Vf a1 Y ° >• > � �
N aL+ 0
m L (6 Q. L. _ L
Ql U H O N > m ccCL � fCC0 tv
E O -� bD iJ 'O G C Q O
V Ln W -0L Q o y, , °) -
O N 4� N N 0 M O d 'i 0 O
_ •� d '� O O >� c •� 00 .L L 00 •�
.�_
L � N > C c Q Q C N ate+ > £ O rs O v
_
O 3 = v
v v O 0 + rLa Q. a U ate+ two ti t �'
c7 +_ 0- = m df on a
a, o _v a c o c u c v 0 Q £ W °J 0
Q U 4- O a-. Q M (O in m y •0� Y U 3 to U N m
-a E
CL
E n co afOi o 'co 3 s y c"i � +- x o a� c
- 0 a O °° c C7 "- = O 0 -Q Q c� a �° ° O
L L
C U co O
G �n � (u L f0 Z c
(n = U m cu 4_= o d W t4 p
N 4J Q- U L 2 c on O1
O -c L s- O m O cu Q c
ti U +, 0
V1 p - v 0 to u L Q O c
L Z +L, O 4+ A 4 J
LL O (00J � � z \ OQ � w � � � Q U
N W a 0
O 'n f=
aE _0 2i U O 3 2 '5 !— �' OU o Q
.3 N O U :t Q c Z v CC cn p ) c
of ? ♦ ♦ ♦ ♦ ♦ ♦ LL ♦ ♦ ♦ ♦ vi

rn
0
N
N
h
G!
U
U
�p W
a �
O
u �
a
O Q
Z a
N
& a
�n
L
a
y
o Q
acts 2
: >
E
oA (A (n
m Ln (A v
Ln E W cu En
v
�+ N N •� f+ Q1 lc
O
d N N O C R U U -a
+= U m (Q 4J
L
E H ti an O a
Vs s > m m O
Ln in
o E
y o
a a a Q Q voi v
to
N
H O O m
Y
0 0 En rn c`6i m i -0 O
tJ + c o O nA +
M O 4, — +' O O C t4 4- H c
_ L µyV)
vi — (n tN
CL
O > M ++ v)
U E i E U Q +' s= L N s N L O _� N N
L >_ > L O Vf ++
U 4� Ll 3 = Q O o V �= �� N N O > t > vVi c�6
�c v, m t — Y 3 > v w } a� o 4, p ai
0 0 C M O cn V- ++ O CL ++ Q Vcl) N O UA
I Q �F O O 1 � (A � 41 L 41 O t SZ
Ln
n +�+ O 41 > E '� N d = R >• y (�6 Lncu d
v
O �- Q 3 o N L 3 COO
.� 3 o
G. Z H Q o ° " ra m v O a is is m sz a — ra fl
m o0 LL w +� c C � v O U W W
Z N c c c Ln
Y E CE O
a ❑ ❑ ❑❑ ❑ ❑ ❑ ❑ ❑ ❑ c ❑❑ ❑ ❑ ❑ ❑❑ ❑ ❑
z
a
C1 ui � `n
3 U. -0
f6
fp O o m Q v
LL LA m m 7 E IZ O C CO aJ 'n O
4) En w = O P E m E W O
+-� O ++ L
� O C Q
3 v O= LL O a Q Q � �0 OLn
=
u� ♦ ♦ ♦ ♦ ♦ ♦ • .n

m
0
N
Ln
(A \
V �
I
U
i w
a >
U O
.�
G a
° a
Z CL
�+ aJ
N
L
a
O
t
Y N
fC E
.Q C
0 O
C
s C > > > Ln
CA c 00 O O O O
aJ O_ Q O_ 0
N N (a m m O L
O O 4\ 4+ � to
aJ v ° = °
CL CL CL m
+N L U .c c � m
O z +1 4— X
Q L L L
L � a••� Q Q SZ � f6
s N
y aJ 3 a-+
= -C =
O > L 4F a., 4, ++ O
E chi LJ L3 N
U Q- N l0
L L L 4� 4-
m cr > > > o
w o°1C 22 � c
N a
4-1 o a -0
N SJI L
c� a bZ o L Q
I- aJ X N0) cu L U
aJ aJ (U o o +�
L
Q U E -a o aJ ° O a�
0 N Q t uVi \ _ (Ui O. N L aJ N U
0 i E w C (6 'a 41 -O i to O U '� v O +, O N
as L _ I O L N O O ° v +, O 0 0 9
O CL c aa)i U °O N L -a U .o •N aJ O O
}' H aJ ca U �- -a -a Q +, a, a > o L +U .n
E!7 a c .0 +, m 4- O = "N `� aJ > a N N CO 4' c = �° N °�°
ca c� to N CL N .E t O a ='u co O 3 .� -w L
m � O N +•' N N 3 O N N ti '-��• 'A U aJ aJ t
U w 1- O � Y +' U- O O = o in
O U O
c O_ ❑ ❑❑ ❑ ❑ ❑ ® ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑
G ~ J
In
� Q
to 0 W Z m LU ha W
v> LAJLL W
7 y
I O y
N L I vt
m O Q 0 Q -a ra Q U U
LL m QJ m OJ C m V) O
O - \ O O
O 3 VS Vf jA O E W +- Q
3 U > p3 -0Q try
o rij
N 2 ♦ ♦ I 2 ♦ ♦ ♦ I 0 ♦co cn
I
j"

rn
0
N
N
H
W
a+
U w
m >
a O
U cc:
O .aui Q
Z CL
&
N
L
N O
a
L �
a �
— U
a O
O a
t0 N vi
L a OA -0 00 c y
a+ co O y Q
C a N 0 a
a � O O
N
M Q c = U c >
o
£ +' o Z
u Q
o N L^ a
v, > OL +o =
4 `i O O
++ a 1 '� a a c s
O f6 O s 3 O L
a 3 = m p L ++ O
E 5 R O O U V A
O C O C Q t0 U a CJ O
L (6 tF
3 0 O ai O N
Ln w M Q Q 0)
• • • • • bn
C �
00 •0 OD O i .0 a
m
o a 3 `n
O "—O
v
f0
U �Qa O � 4L = O m
di
+ao f a7+)a O R OU 4 O Q O
O E
_ I L +' a > a
m a u o Os'
Oto
c = > O a M O U M
a > 0 O
O O 0 a ai a o Up
( E 0 i O O a O mII �b m O O a O -O 0 0$
4- 0 L O A a > O M . M Ew
C
N
0) N aFO O M ) Qa fA O W Q CD i =a Qto y u � 6 a a Q- R p U Op vo
to � aioO EO Q v Cy a
W a + U
; N C a N 6 p D N
i
C �_ t c c 'p' c > n a Q Q a p 3 Q Q o
o V' x .a `° v v f0 3 y o u a; a; , = a Q 3 Q u m
tkom � � w — � � Q � � Y +� c > > � O aU as o O c
cCa W ® ❑ ❑ ❑ ❑ ❑ ® ❑ ❑ ❑ ❑ ❑ ❑ ® ® ❑ ❑ ❑ ❑
G W
Q
++ O
m (A Z
W
a (/� N O
3 m QLn
L
C j J bM0 U
3
L O
L N � a d `"
3 o a ° a
v >° z o 3
V) ♦ J

rn
0
N
L(1
y ,
v r 1
U �
t0 W
a >
U 0
w- a
C w a
z CL a
E
L
a
a
_
,
L
t O 'C
aJ O X
ro
L O G +'
> L O — _
'O m N -0 p 0
(Ij CLO 0- 0
0 0 'i
Q ar
U L O on CL O >
aj 7 t+ -0" O f0 i = i =
CL •�' ra U j 3 U
tioN i s as w
Y C _a j } 00
= L L
fC v a = C L
I_ > .O = L 4. w
E N L L •L •� Q) !A
cn fA O L w 0 tD
OU 00 O V) d i v a p
°1 .3 a) 0- W rLa Ln
Q Q
Ln 3 w
• • . • • ao
a N N a
O _Q N N U 4r
OA C O m M c O m
V O L @ O a� U p O O U O
t 'a Ln
E E O ° N O_ wo CLc a�
V = ' 'n aA > m O N c M O O =
L O o ,n __ M U > L v • v Z +, a
f. N OD j� Vf N CLL cu 'A (0 U cu a) 1n of CL CL a) L
O w7 U Y N L N ° L M to C N
V •E C L N a) 4— -O > a1 +, 0 O N aJ
0 . 3 3 a .__ p H a .y O O m O a)
G O m a CL vi N N Q h •� O t0 Q L •i p ++ �n
O aL+ M C C tU.7 0 of ? ai aF., C2 ++ CL a..r (Q N
p -75 0, O O 7 cC +� ++ in Q N C O U
= a ° an as ,n > M , - M m 4°
p C 'Z = O w OA O Q 'Q L = in c C � +, ns
'L 'A U ru V) i .O C 'O L O ve N `- O co OA N
a O T N Y = a) = to Q U a p �_ CO O C O a) O N O O m
L
ca Q Q .i N N a-.� N •ti+ a-, = •� _ .� � U L •p fa (6 v
dA oc0 Q f° o `O � aOC O = = Q n OU m ++ W aa)i vOi O �
m u, a c O_ 3 = oZ Up
Z El El ❑ El ❑❑❑ ❑ ❑ ❑ ❑ ❑ ❑ El
a o
m z
w F-
L a o
L 3 U a m
f0 to J N bA V
a c 3
_c 3 Q o Q
m
3 Z 0 =

2
rN
0
Ln
� ®
CL
4 g
E
E 7 >
) _§ 2
/ § C-
CU $ ( <
/ 3
> > > > & >
k R $ \ 7 7 2 % % % % / %
2 o M M m m@
LL LLI
\ / § / § § § / 0 -0 -0
\ \
�{ fkk k k k e E E E u f
k a k k k k § k k k k 7 y
R u R R R a a a R R R o u
« R z R a R » R a a R R E z
/
\
} §
t f cli
CU / § 2
2 � ¥ �
t § = 4-
0 m e §
= c m u
m o 2 � m
% % ± £ q 2
a e 2 _g ) e
\ 6 \ / \
. @ o e E -i
2 Lu 2 2
L ( = -0 / a §
@ = t c m § }
QC / \ \ 2 / M
\ / E E ® \ E V \
o =
( > 2 M \ ƒ k /
> m m a o
< u G � » f g E /
§ » / 5 e M £ CO) / ° ƒ
u ® ~ t ±
E m M 7 / / f m _/ ®
\ / \ 5 2 [ _ _ • [ E
7 \ ° /
{ k n % % / J / E t
\ / 2 3 / E R Ln =
m 4 k
2 = c / e § 2 $ §
2 { f \ q _I
k \ \ \ / / $ ® �
{ R $ s = m \ I @ ƒ @
u = c 2 2
« u _ 2 a « o rj r < o
2 # R @ c u \ $ $ % J r :
@ /
£ t ® ® g W 2 2 2 / § m
c �
E u m = � _ _ m o
% < f f ® « G y y u \
f § / 2 \ k \ / \ / \ k I
e � e
k ƒ \ / M M m f f f f \ C
\

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
Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal
death. The burial must be at least 300 feet from any flowing stream or public body of water
(G.S.106-403). The bottom of the burial pit should be at least one foot above the seasonal
high water table.Attach burial location map and plan.
Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B .0200.
Rendering at a rendering plant licensed under G.S. 106-168.7.
Complete incineration according to 02 NCAC 52C.0102.
Imo' A composting system approved and permitted by the NC Department of Agriculture&Con-
sumer Services Veterinary Division (attach copy of permit). If compost is distributed off-farm,
additional requirements must be met and a permit is required from NC DEQ.
In the case of dead poultry only, placing in a disposal pit of a size and design approved by the
NC Department of Agriculture&Consumer Services (G.S. 106-549.70).
Any method which, in the professional opinion of the State Veterinarian, would make possible
the salvage of part of a dead animal's value without endangering human or animal health.
(Written approval by the State Veterinarian must be attached).
aMass Mortality Plan
Mass mortality plans are required for farms covered by an NPDES permit. These plans are
also recommended for all animal operations. This plan outlines farm-specific mortality man-
agement methods to be used for mass mortality. The NCDA&CS Veterinary Division sup-
ports a variety of emergency mortality disposal options; contact the Division for guidance.
• A catastrophic mortality disposal plan is part of the facility's CAWMP and is activated
when numbers of dead animals exceed normal mortality rates as specified by the State
Veterinarian.
• Burial must be done in accordance with NC General Statutes and NCDA&CS Veterinary
Division regulations and guidance.
• Mass burial sites are subject to additional permit conditions (refer to facility's animal
waste management system permit).
• In the event of imminent threat of a disease emergency, the State Veterinarian may enact
additional temporary procedures or measures for disposal according to G.S. 106-399.4.
dal-C, 2- zF,z5/
Signature of Farm Owner/Manager Date
Signature of Technical Specialist Date

�
irator:BILLY BUTLER County : COLUMBUS Date: 08/24/95
Distance to nearest residence (other than owner) : 2100.0 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
5880 head ( finishing only ) x 135 lbs. = 793800 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 = 793800 lbs
2 . MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 793800 lbs. ALW x Treatment Volume(CF) /lb. ALW
Treatment Volume(CP) /lb' ALW 1 . 10 CF/lb. ALW
Volume = 873180 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
� SLUDGE ACCUMULATION NOT COMPUTED
Volume = 0.0 cubic feet AT OWNERS REQUEST. REMOVE SLUDGE
AS NEEDED.
4 . TOTAL DESIGNED VOLUME
—\
° Inside top length ( feet)----------- --------- 650.0
Inside top width ( feet)-------------------w-- 270.0
Top of dike elevation ( feet )----------------- 53. 5
Bottom of lagoon elevation ( feet)------------ 43. 5
Freeboard ( feet)----------
------------------- 1 .0
Side slopes ( inside lagoon )-----------1------ 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 3.0 644.0 264.0 9.0
AREA OF TOP
LENGTH * WIDTH =
644.0 264.0 170016 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
590. 0 210.0 123900 (AREA OF BOTTOM)
'
AREA OF MIDSECTION
LENGTH * WIDTH * 4
617.0 237.0 584916 (AREA OF MIDSECTION * 4)
-\
�. CU. FT. = [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
170016.0 584916.0 123900.0 1 . �
Total Designed Volume Available = 13=48 CU. FT.

. .
` . TEMPORARY STORAGE REQUIRED
DRAINAGE AREA;
Lagoon ( top of dike)
Length * Width =
650.0 270.0 175500.0 square feet
Buildings ( roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 175500.0
. square feet
Design temporary storage period to be 180 days.
5A. Volume of waste produced
Feces & urine� production in gal . /day per 135 lb. 1 .37
Volume = 793800 lbs. ALW/135 lbs. ALW * 1 .17 gal/day 180 d
Volume = 1450008 gals. or 193851 .3 cubic feet ay-=,
08. Volume of wash water
This is the amount of fresh water used for washing «o floors or l of fresh water used for a flush system Flush t u ume
^
the lagoon water are accounted for in A, systems that recirculate
Volume = 0.0 gallons/day * 1B0 days storage/7.48 gallons
V l CF
o ume = O.0 cubic feet per
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 = 102375.0 cubic feet
~\
-

. '
'
'
5D. Volume of 25 year - 24 hour storm
Volume = 7. 5 inches / 12 inches per foot * DA
Volume = 109687. 5 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 193851 cubic feet
5B. 0 cubic feet
5C. 102375 cubic feet
5D. 109688 cubic feet
TOTAL 405914 [Ubi[ feet
6. SUMMARY
Temporary storage period====================> 180 days
Rainfall in excess oflevaporation===========> 7.0 inches
25 year - 24 hour 7. 5 inches
Freeboard======�============================> 1 '0 feet
Side—` Inside top 650.0 feet
Inside top width============================> 270 0 feet
Top of dike elevation=========== '
============> 53 5 feet
Bottom of lagoon elevation==================> 43 ^5 feet
Total required volume=======================> 12790^4 cu. ft *
Actual design volume============= ' ^ ^
1318248 Cu. t *
Seasonal high watertable elevation (SHWT)===> 49 8 fe^=t ^
Stop pumping 49^'8 feet *
Must be > or = to the SHWT 498 feet
Must be > or = to min. req. treatment el .=> 49 ^5 feet
Required minimum treatment volume===========> 8731 ^"0 cu ft
Volume at stop pumping elevation============> 878827 ^ ^
Start Pumping elev.=========================> 518 cu. �ft^
Must be at bottom of freeboard & 25 yr. rainfall ^ ree� *
Actual volume less 25 yr.- 24 hr. rainfall==> 1208561 cu. ft
Volume at start pumping elevation===========> 1200567 Cu. ft '
Required volume to be pumped================> 296226 Cu. ft^ *
Actual volume planned to be pumped==========> 321741 cu.
ft.
*
Min. thickness of soil liner when required==> 1 . 5 feet
Wirt
^
7. DESIGNED BY: � &�m�~ rot.
BY:
.~��. 144
~-_~ �_� _~~
DATE: DATE: �~���~=�_ |�
« �p
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
.\ .
COMMENTS:
��

OPERATION AND MAINTENANCE PLAN SHEET 1 OF 2
______________________________
~~~�
This lagoon is designed for waste treatment ( permanent storage) and
180 days of temporary storage. The time required for the planned
fluid level ( permanent and temporary storage) to be reached may vary
due to site conditions, weather, flushing operations, and the amount
of fresh water added to the system.
The designed temporary storage consists of 180 days storage for :
( 1 ) waste from animals and (2) excess rainfall after evaporation Al� o
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 availlble .
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 elevati
to indicate when pumping should begin . An elevation must be estab}isneo: d
a
to stop pumping to maintainl 'goon treatment depth
Pumping can be started or stopped at any time between these two
elevations for operating convenience as site conditions permit such
weather, soiIs, crop, and equipment in order to apply waste without as
--` 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 b
taken when applying- waste to prevent damage to crops. e
The following items are to be carried out:
1 . It is strongly recommended that the treatment lagoon be pre
charged to 1/2 its capacity to prevent excessive odors during -
start-up. Pre-charging reduces the concentration of the initial
waste entering the lagoon thereby reducing odors. Solids should b
covered wi-th effluent at all times. When precharging is complete e
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)
s
before land .application .
3 . Begin temporary storage pump-out of the lagoon when flui.u level
reaches the elevation 51 .8 as marked by permanent marker . Stop pump our when the fluid level reaches elevation 49.8 . This temporary
-
_\ storage, less 25 yr- 24 hr storm, contains 296226 cubic feet Or
2215773 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 aminimum 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
1Environment, Health, and Natural Resources, Division of Environ-
mental Management, has the responsibility for enforcing this law.
-�
-\

V3 1 %
v1 w
D �
V 111j �
Ems+
o w
o r q .a
V 4z E.
o �
> o
a)
� w
w cz,
H
a
C) L
E- E-
ru
I '¢
EW-' a� i� A
r-, w
La +� o
cn cn f
i
Zro
p cm
a�
.�¢ W �—u� o Ojai •-�
a e o ►-�
w ' co cu
ay 4 4-M, a
r s;
En ¢��
i � I q .
pq
CM a
n m
H t Cn
a � f t •o a
cu
> O
a)
a
F E 11 w o
► I �
1 I CD .N w x
I co IZt 2
r-r
I cue--, Wa
a
I I 4� �-4 WV
cn c=.4 w w
a
a) c wz
a�
o v a�
�
a�
a IX
A.t
a) t1�
� II
N

Z
>+ U a
N o
ci x u Q�
�-flt'
¢ w c- >
s � �v
W t i ui Ci FUi m
U O W
ui
CN ®E
0-4
o x J>
40
1.4 1.i z w - •~�
z w W t
c�
o I < � ~N
�3 z ►a >-
qc ¢ — w r., LC Q
d
�• Ea G
d Z Fi Ye � 3 5 X Ha �.
. f•v � V � W
F-
U p LLJ
W e
LA LL. Ca
°- LO a
IAJ
N •!�N
zJ
H
:9 .a W ►J+
U O mL6
E•
r.�
� a
WLLJ
z Lli
d O O
� U O W J
• w x am
z c LLJ
d V H U �LL.
c
w U U d d =

V. S. DCPARTMNT Of AGRICULTURE NC-ENG-40
Soft Cwernflon Service Rev. 7/91
PLAN OF EXCAVATED WASTE STORAGE PIT
NAME: Zs,-,-v Bu-n-go Date: 8/zw/95
county: m e us
Address:
LENBTH 65a"
III DE SLOPE•3- TO I
AOs, 0 �®
Aug. TOP ELEY.
N
�4? ®�®®M10 SECTION �..�®®�✓®'W�®A'0
® , ® 4L /D
mr
AVE. BOTTOM ELEV. %
L LENBTM o r
"7
(Set back for votum cateutat au)
Use of facility® AnemrL 1Al&ng TKHAT.MGrnT LAC900n
Capacity: 9 99:o ±29 -Gatllons 1 3 1 a?-4-8 Ft3
Soil Type® L
Bench Mark Description nE+t` in ; Ltemr Por.E eo_e_ATe'0 Soartj ®®®
A, €c.e y. So. O
?"$ /�IOlL , ,, L, bkr /�®ems t®C �aTt ® !3®` E�sr ®F srA.
H, 9too � a.�✓. S.z. �
S>ORY
Bottom Elev. +3.5
Normal Liquid Level Elev. 5/.8
Storage for normal Precip. (+) — rt.
Maximum Liquid Level Elev. 5 1,a
25 yr. Storm Storage (+) „7 Ft.
Crest ESW Elev. —
Max.Flow Depth (+) — Ft.
Freeboard (+) 1. 0 Ft.
Top of Dam Elev. 53.5

� ' I
� ' � { ' i� , :� i i I i ;,t , T i � � � - �-i I f--:--,-.r _}...t._ � _r••!--p-,'-�.'t-;.
' T ; I Ir' ; � I �• I { I i 1 {
d� �A All
1j,
•_t i .V.A I - ! I tt'� I {�. i _j`�_ �1 t�-r.} j � �A�11
orj
�1i is 0,:
01
Lid
I I � • �_1—._.L' ( - I I ' _a..,,.-+_.....,•1-.�t.+•d �I , I
I
(y jI
,
� I
�`.'.� I I
j
. ; � f � � � I t�'�y '�•� � �_ f i. ' 1 i I � fl , I i..f 1 I ' I
;
f
f t
j • 4f �
I
. I
I I
I
trY '
p.Fi..� „�• ""�T"T
Will .
HIT
—i i I s_.
.44
-if
offh �. I ! � .. ' 1 '�� II � r I• i 1-'i I , I I I � ' I 'I � I 1
--,F I
II
i I
I i
111.
)'
' I I
,
..ar,.. .t .. .� i i �...i .c_� r 1 ' ' t JI....� ,�"• J. p
} a i � ..l��-+t• to ..�' �"; j l ,-� 1 { � 'gym+--�.,' "•w_� .,�., I..{.�:��
1 I
`� ' t j � � , � I I {-;"'-• 't, �t�S ,
:i
- . ! i i i I j I I ! U�,'.l'.. .v; .'•�;

LAGOON DESIGN
Operator: Billy Butler County: Columbus Date: 09-12-95
Distance to nearest residence (other than owner): 3,000.0 feet*
1. AVERAGE LIVE WEIGHT(ALW)
0 sows (farrow to fininsh) x 1417 lbs. = 0 lbs
0 sows (farrow to feeder) x 522 lbs. = 0 lbs
5880 head (finishing only) x 135 lbs. = 793800 lbs
0 sows (farrow to wean) x 433 lbs. = 0 lbs
0 head (wean to feeder) x 30 Ibs. = 0
Describe other:
Total Average Live Weight= 793800 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume= 793800 lbs. ALW x Treatment Volume (CF)/1b.ALW
Treatment Volume(CF)/1b.ALW = 1 CF/1b.ALW
Volume= 793800 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume= 0.0 cubic feet Sludge Accumulation not computed at owner's
request. Remove sludge as needed.
4. TOTAL DESIGNED VOLUME
Inside top length (feet) . . . . . . . . . .
Inside top width (feet) 250.0
Top of dike elevation(feet) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 51.4
Bottom of lagoon elevation (feet) . . . . . . . . . . . . . . . . . . . . . . . . . 41.4
Freeboard (feet) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1.0
Side slopes (inside lagoon) . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3.0:1
Total design volume using prismoidal formula
SS/END 1 SS/END 2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3.0 3.0 3.0 3.0 644.0 244.0 9.0
AREA OF TOP
LENGTH *WIDTH=
644.0 244.0 157136 (AREA OF TOP)
AREA OF BOTTOM
LENGTH *WIDTH=
590.0 190.0 112100 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH *WIDTH *4
617.0 217.0 535556 (AREA OF MIDSECTION *4)
CU. FT. =(AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM) * DEPTH/6
157136.0 535556.0 112100.0 1.5
Total Designed Volume Available=1207188 CU. FT.
d

5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length *Width=
650.0 250.0 162500.0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 162500.0 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= 793800 lbs. ALW/135 lbs. ALW*1.37 gal/day 180 days
Volume= 1450008 gals. or 193851.3 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 recirculate the lagoon water are accounted for in
5A.
Volume 0.0 gallons/day* 180 days storage/7.48 gallons per CF
Volume= 00 cubic feet
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days exceeds rainfall = 7.0 inches
Volume= 7.0 in * DA / 12 inches per foot
Volume= 94791.7 cubic feet
v_ 5.

5D. Volume of 25 year- 24 hour storm
Volume= 7.5 inches / 12 inches per foot * DA
Volume= 101562.5 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 193851 cubic feet
5B. 0 cubic feet
5C. 94792 cubic feet
5D. 101563 cubic feet
ITOTAL 390206 cubic feet
6. SUMMARY
Temporary.storage period . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . 180 days
Rainfall in excess of evaporation y
7.0 inches
25 year- 24 hour rainfall . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7.5 inches
Freeboard . 1.0 feet
Side slopes . . . . . . . . . . . . . . . . . . . . . . . . . . . 3.0:1
Inside top length . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 650.0 feet
Inside top width . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 250.0 feet
Top of dike elevation . . . . . . . . . . . . . . . . . . . . . . . 51.4 feet
Bottom of lagoon elevation 41.4 feet
Total required volume . . . . . . . . . . . . . . . . . . . . . . . . 1184006 cu. ft.
Actual design volume . . . . . . . . . . . . . . . . . . . . . . . 1207188 cu. ft.
Seasonal high watertable elevation (SHWT) . . . . . . . . . 47.7 feet
Stop pumping elev. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 47.7 feet
Must be > or = to the SHWT elev. . . . . . . . . . . . . . . . . . . . 47.7 feet
Must be > or = to min, req. treatment elev. . . . . . . . . . . . . . 47.4 feet
Required minimum treatment volume . . . . . . . . . . . . : . . . . . . . . . 793800 cu. ft.
Volume at stop pumping elevation 802105 cu. ft.
Start pumping elev. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 49.7 feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr. - 24 hr. rainfall . . . . . . . . . . . . . . . . . 1105626 cu. ft. ""
Volume at start pumping elevation . . . . . 1098494 Cu. ft.
Required volume to be pumped . . . . . . . . . . . . . . . . . . . . . . . 288643 cu. ft.
Actual volume planned to be pumped . . . . . . . . . . . . . . . . . . . . . . 296389 cu. ft.
.
Min. thickness of soil liner when required . . . . . . . . . . . . . . . . . . . . . . 1.5 feet
7• DESIGNED BY: G. Glenn Clifton APPROVED BY: /� Ai
Prestage Farms, Inc. —^ f blo►�
IDATE: 6-26-95 DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN /
COMMENTS:
6

OPERATION AND MAINTENANCE PLAN SHEET 1 OF 2
-------------------------------
This
� \ 1lagoon is designed for waste treatment (permanent storage) and
._ fl iduo days of temporary storage. The time required for the planned
duu t level (permanent and temporary storage) to be reached may vary
ofefross�retconditions, weather, flushing operations, and the amount
e n water added to the system.
The designed temporary storage consists of 180 days st f
( 1 ) waste from animals and (2) excess rainfall after orage or:
a er
included is storage for the 25 year _ 24 hour ƒe»aporation ` Also
storm
The volume of waste generated from a given numberm for the location ^
fairly constant throughout the year and f of animals will be
rainfall will vary from year to year, Throm5year t� year, but excess
^
be a factor to consider in an l e � year rainfall will not
annual
volume must always be availabl Pumping cycle, but this storage
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 elevationt
begin pumping , a permanent marker must be installed at this l tio
e«
to indicate when pumping should begin An elevation b e a on
` on must
to stop Pumping to maintain lagoon treatment dept"^
e established
Pumping can be started or stopped at any time between these two
-
elevations for operating convenience -' site cond conditions permit h
weather, soils, crop, and equipment i'` order to ^ ' suc as
runoff or leaching ,,
waste without
~\
Land application of waste water i
`-' method of disposal , Method s recognized as ah acceptable
s o� application include solid set
center pivot, guns, and traveling gun irrigation Care should b
taken when applying waste to prevent damage to c^ops. e
The following items are to be carried out:
1� It is strongly recommended that the treatment lagoon be pre
charged to 1/2 its capacity to prevent excessive odors during -
start-up. Pre"charging reduces the concentration of the initial
waste entering the lagoon thereby reducing odors. Solids should be
covered with effluent at all times. When precharging is complete
-
flush buildings with recycled lagoon liquid . Fresh water should 'ot
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 attach^ent)
before land application .
3 ' Begin temporary storage pump-out of the lagoon when fluid level
reaches the elevatipn 49. 7 as marked by permanent marker. Stop pump--
Out a ='en the fluid level reaches elevation 47. 7 Th'is ^
stage, less 25 yr- 24 hr storm, contains 298643� ^ remporary
215qor v5» gallons, cubic fe et or
-�
�
~/
in

-
SHEET 2 OF 2
4. The maxiMum a0ount to apply per irrigation s i `
q� OOe ( 1 ) in[h and the recommended maxi0um application ratis0 3
inch per �our. Refer to the waste utilization plan for f=rther^details.
N� 5. Keepo«egetation on the embankment and areas adjacent to the
lagoon ". weo �nnually . Vegetation should be rer�ili �
to maintain a vigorous stand, ze a� needed
— 6. Repair any eroded areas or areas damaged by rodents a d
estab1ish in vegetation , n
7 ^tlAll ,sur�ace runoff is to be diverted from the lagoon to stable
8,stKeepiaiminimum of 25 feet of grass vegetated buffer around t zarion fields adjacent to perennial streams Waste ill nosioe apPlied in open ditches. Do not pu�p within 20� feet ofwa
i "
, �s�oence or w thin 100 feet of l l ' - - -�'^ �` ' ==� u' �
— manner not t - a we ^ Waste shall be applied in a
o reach other property and public right-of-ways.
9. 11The Cle�n Water Act of 1977 prohibits the discharge of
mm poviu�antstinto waters of the United States. The De
cv partment of
ntronmen , Health, and Natural Resources, Division of I-
n viron
/nanegement, has the responsibility for enforcing this la-.
\
00
om
�
�
_-�
�-
�
��

U. S. DEPARTMENT OF AGRICULTURE NC-EMe-40
Soft Comervetfon Service Rev. 7/91
PLAN ®F EXCAVATED WASTE STORAGE PIT
HAM... TL ER Date a g'f 12 19 S
county.- CO L U rI Z V S
Address,
LENGTH ros®
A
W OE SLOPE•.3- TO 1
0 /®
® AVE. TOP ELEV.
40
�! g AVE./ 44
BOTTOM ELEv. /
LENGTH -590
(Sae beck for votuee catcutatione)
Use of faCilityo -rnA` . WfAbTa Ea7wlenT <A600r7
n
Capacity.- ­- 9031 I '7 9 G llons r Z o -7 e 8 8 Ft3
Soil Types
Bench Mark Description -rt37- EZ7.
tI5 ETJ A5 f 6nGC A6 6? L6CA're D /do' 'AZT OF
Mow
Bottom Elev. �./.4--
OPP ;., Normal Liguid Level Elev._ 49,7
Storage for normal Precip.
Maximum Liquid Level Elev. 49.7
25 yr. stoma Storage N .-7 Ft.
Crest ESW Elev.
Max.Flow Depth
Freeboard
Top of Dam Elev. 5/.!f-

P
I E-
MI w
c!7 �
C17 W
E-
uM
E-
V �
a3 w
I
oCD
CD
m,
1
w ai o
a o f-I
co-j � if
> cua a
E~ ry CD ram-I
� � I �
ON _I q W
1
Q v� r4 �
o v=__
CA
1
� � I
4-3 1 0
a qo i -� w
( -+�
�
V DIM7 i O cc
F--I
CD
Ems, O ( 1 4-� W O
E-+ 1 ( N
I ( rp
1 1 aCD
o ��
H Q
i I (n a a
'b O
to r-L4
-.:z O
CQ I Lf7
_ CD
ga�
fEl rI
a)
� I
4-4
r-i M
0 1 w
o E
V .O
2

}. Y
i
j �oc.yAk
e j:+i
+ft
i � e
- I
8 S(' i .., l
�i
x
O.O5.
F �
. ,
'{1J
! 4-bo,-
--
-
•
":.r,^.x�'r'a,aA'F77CA'�'a..'hr.^' ta`,3^16tF.+,..'z.•A`•�r:.;
N

LAGOON DESIGN
perator:DOUBLE B County : COLUMBUS Date: 8/19/96
��� �1��RL & BILLY BUTLER
�0�istance to �earest residence (other tha . , owner) : 2200.0 feet
. AVERAGE LIVE WEIGHT (ALW)
��� 0 sows (farrow to finish) x 1417 lbs =
0 sows ( f�r�ow to feeder) X 522 lbs^ = 0 lbs
5880 head ( finishing only > x 135 lbs ` 0 lbs
��N 0 �ows ( f�rrow to we�� ) ^ = 793800 lbs
x 433 lbs =
0 head (wean to feeder) x 30 lbs ^
Describe o4,1er
�� : 0
�sw _
' Toral Average Live Weight = 793800 lbs
. MINIMUM REQUIRED TREATMENT V � UME OF LAGOON _
~~
Volume = i.4 lbs. ALW x Treatment Volume(CF)/lb ALW `
Treatment Volume(CF)/lb ALW = ^
�� Volume = 793880 cubic ^ƒeet 1 CF/l6. ALW
=
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0 0 cubic feet SLUDGE ACCUMULATION NOT COMPUTED
. AT OWNERS REQUEGT. REMOVE SLUDGE
^ TOTAL DESIGNED yOLUME AS NEED�D.
lnside top length ( feet)---------___
Inside top width ( feet)____ _.___--------- 650.0
�� ToP of dike elevation ( fe�t)__ --------- 250^0
�� Bottom of l ----- ...... ...
- 50 5
agoon elevation ( feet)----- ~
Freeboard ( feet)-_____________________------- 40.5
Gide slopes ( inside -.... ------- 1 ^0--------
_
Total design volume using prismoidal formula
�� SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH 3.0 644,0 244.0 9.0
�� AREA OF TOP
LENGTH * WIDTH =
644.0 244.0 157136 (AREA OF TOP)
~� AREA OF BOTTOM
WIDTH =
112100 (AREA OF BOTTOM)
AREA OF� MIDSECTION
LENGTH * WIDTH * 4
617 0 217 0
, . 53�556 (AREH
CU. FT. =1[A�EA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
. 1 . 5
|otal Designed Volume Available ... 1207188 CU� FT.
4

. TEMPORARY STORAGE REQUIRED
`
DRAINAGE AREA:
Lagoon (t�p of dike)
Length * Width =
250.0 162500.0 square feet
Buildings ( roof and lot w�ter)
N�
=
0�0 square feet Describe this area.
�� TCTAL DA 162=00"0
Design temporary storage period to be 180 days.
���. Volume of waste produced
Feces & urine production in ga1 . /day per J. lb. ALW 1.37
Volume = 793800 lbs. ALW/135 lbs. ALW * 1.37 gal/day 180 d vo�ume = 1450008 gals. or 193851 .3 cubic f�et ays
�5B. Vo1ume of wash water
N� This is the amount of fresh water used for washing floors me
or ol
�� or fsh water used for a flush system. Flush sy�tems th�t « u
r e
the lago�n water are accounted ƒor in 5A, recir�Ulate
N� Volume � 0^0-gallons/day * 180 days storage/7.48 gallons
Volume = 0.0 cubic ƒeet per CF
Volume of rainfall in excess of evaporation
U� Use period of time when rainfall exceeds '
0� evaporation by largest amount.
180 days excess rainfall =
7.0 inches
U� Volume = 7.0 in * DA / 12 n c i h
= es per foot
Volume = 94791 .7 cubic feet
�
0N
aa
NN
�
�

Volume of a.,:. year ...., e.!.+.•I. hour storm
Volume 7. 5 inches / 12 inches per foot DA
1-10TAL :p D# i E. TEMPORARY STORAGE
,
5B. 0 cubic feet
50. 94792
Fj,'«Ff,'I:'- cubic
...#iba.f.. feet
5D. 10156§ cubic feet
TOTAI 390206 cubic feet
SUPHIARY
R 'i,i"'. .. _ l l i n h3 x ce i?� ?:.:1'i. `•{{?\.r,_:d#:3i..3 3",...t ........ - f
side
Inside
p 650.0 feet
Inside
top �.:.i ..:7•- _...«..._.........._......«.�..««...»...� ..............
Too of
ke
Bottom i;?"i"• lagoon
l.. t::a'E r.•aai_.{.. .._...................._...._....____................._........._....»......,»... :.�'.ju ..i feet .
'i".. '�:a:Fs'.,.` required"!'.:'[.1, :'(`._?„i iF' ....._._.,_....«...................- ._....... ,t '`4z?F"»''E:
q• ..#{:::' .....................a...........__r........._.....__. . 1194006.,: -
Actual design .'"':?�##•+i 1;gy ia.:: ..........................._,... ........,. ft. %r•.
Seasonal high watertablP elevation (SHWT)—> 46.0 feet
StOP Pumping 46.8 feet
.. . x . _ _ . .». _ » _.
46.0
F . feet
Must . . or _ to Fl # ! _ t4e„ 6i � ; i e c : riRequired minimum treatment
. 5 feet
Start Jt,>31E�•y.:r.l•`tt"I .�s• ,........._........ .ti"1:.1.::48.8
q?:�.J..{.. ".y !�:u, ...t.
ri'1� .. .. .5.. {, ....._..._....»..........................._............._.. ''%d•`t,:.1.8 feet
.. :iii'j:.: %:}ic:•. a ... «I::ri_:i'i_'�.t..1m of freeboard 4.A,}.... . ..3" r.. .„
yr. rainfall
Actual volume
less . yr.— # � 1105616
1 y . ' »_ s _V. ;Volume , :!ai _ pumping e . ` » fif1 . . a: c _s .
Required • : 1098494
. T
« if( _. 288643 W _ FF
. . �1 _ Volume planned to b : :a.
#'s±,.C##!1.}r.:x•{"......._..._............................'
^} liner when
I,...ei.u.... ed _ ,jx+ ,C. -
eet
a.:k: a. DQw_.('G+'wn__"yyV�� ^nn'� APPROVED
.t•. A '
DATEP M islo
�9Co
f`vi E._t i ..__ ..:''Iw:E ATTACHED ED WASTE UTILIZATION PLAN!
........................................._.........
6

OPERATION AND MAINTENANCE PLAN SHEET 1 OF 2
----------------------------------
� This lagoon is designed for waste treatment ( permanent storage)'
180 days of temporary storage. The time required for the laonanded
fluid level (permanent and temporary storage) to be reached
h ap
due to site conditions, weather, flushing operations d r�hn/ y vary
of fresh
� water added to the system, , a n e amount
designed temporary storage consists of 180 days storage for:
( 1 ) waste froM animals and (2) excess rainfall after evaporation . Al
included is storage for the 25 year - 24 hour storm for the loc ari s[
The volume of waste generated from a given number of animals wi�� on^
fairly constant throughout the year and from year to year, but [oe
rainfall will vary from year to year. The 25 year rainfall
e»l il ess
be a factor to consider in an annual pumping cycle but t�nisw �� not
volume must always be available, ' s orage
/
A maximum elevation is dete `ined 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 elevationt oeg�ndpumping, a permanent marker must be installed at this elevt10
�N to indicate when pumping should begin , An elevation must bestablisheda ��
to stop pumping to maintain lagoon treatment depth e
Pumping can be started or stopped at any time between^
elevations for operating convenience as it these two
�N weather, soils, crop, and equipment i site conditions permit, such as
-- runoff o� leaching , n order to apply waste without
�N Land application of waste water is
method of disposal Methods of recognized as an acceptable
center pivot, guns ^ and traveli apo01cation include solid set,
taken when applyin' waste t ng gun irrigation . Care should be
�N y o prevent damage to crops,
The following items a�e to be carried out:
it is strongly recommended that the treatment lagoon be pre
charged to 1/2 its capacity to prevent excessive odors during
-
�N start-up. Pre-charging reduces the concentration of the initial
~= waste entering the lagoon thereby reducing odors Solids a
covered with effluent at all times. When prechar^ o s s�ould be
in i
flush buildings with recycled lagoon liquid Fresh g � comPlete'
�N be used for flushing after initial filling,,
r�s water should not
2. The attached waste utilization plan shall be followed This
N0 plan recommends sampling and testing of waste (see attachment)
nt>
before land application . '''�
3. Begin temporary storage pump-out of the lagoon when fluid i l
mm reaches the elevation �«e
48.8 as marked by permanent marker. St our when the fluid level reaches elevation 46.8 This ^ op pump-
storage, less 25 yr- 24 hr storm, contains 2886^43 ^cubic temporary
N0 2159050 gallons, � feet or
10
�U

SHEET 2 OF 2
Ja�ply �2� 1rrig�ti��f is
one ( 1 ) inch and the recommended maximum application rate i 0 3
�= inch per hour. Refer to the waste utilIzation plan ƒor f ts ^
ur etails.
5 K
vegetation on the embankment and
lagoon mowed annually , yegetation should areas adjacent to the
to maintain a vigorous stand , �e Tertilized as needed
Repa y eroded areas or areas damaged by ro `ents and
establish in vegetation . "
All surface runoff is to be diver�ed from the lagoon to stabl
e
�. Keep a w&inimum of 25 feet of grass vegetated buffer around
�� waste utilization fields adjacent to perennial streams Waste will
not be applied in open ditc . Do not pump within 20 ^
r�Sidencf* or within 100 feet` of a well . Waste shall b" applied in
ma rea�� �th��r pro��rty and public .... a
9. The Clea: Water Act of l977 prohibits the discharge of
�� pollutants into waters of the United States. The Department of
Environment, Health, and Natural Reso�rces, Division of Environ
mental Management, ha� the responsibility for enforcing this la-.
NN�
m�
N�
==
'
=°

I z
ct� W
U7 �
W
O
o
co
c1 g
0
o
w
w I4
CL
o �
I
_I
',� Mi�CD
m
�a) O
k3 O
a o � u
w
.�
r4
o
CID
I ! e r4
! i tD4 rx
! f cg 0
ru
cn «O
c�OC>
cn
O7 4z
w Elp j
O
2
17

Ye L DEPARTiiEMT Of AGNICIJLTURE
snit emaervatim Service MC-ENG•40
Rev. ypS1
PLAN OF EXCAVATEDWASTE STORAGE PIT
NAME. /)g BLi Dater/=9/-9 c
county: Lz, m&us
Address: GRAb80V2n1 a4°C C .
6�4C� ;$ �tca t `.owls �atAI%3@ v�ecRsureti^+e '�2 SeY asp
QpEai®� dresw;N� -�Y cows#vuc�Sa».
IENeTN �Sa
®° AVE. TOP E3.lEr. ®A,
46
AVE. BOTTOM E1E:r. �
J
EN6TK
"t
(Sae beds for voiu m caleualatia w) -
Use of facility. AntmAE. wAS 7,?E-A-rMSnT 4AQ o®A(
tSail p city: ®®�7 e 6 G lons 1107 a 81 Ft3
Bench !Wwk $ on /Null in E T. ra
-LEST 0-F A
BIIlEIIK�RY
Bottom Elev. 40.5
Normal Liquid Level Elev. fig.
Storage for normal Precip. {. ) _ Ft
Maximum Liquid Level Slay. �g.a
25 yr. Storm Storage
crest NSW -'—
Max.Flow Depth
Freeboard +) _ •
Top of Danz {+) t:o Ft.
Elev.
1
18

�I
IT
-
t I -
,, i
luj
: I r
I
i
• L ; II � t
tl ., I 'llgW' I I I Mlt�ll I 1
• II I I ,I •�"'Iw, �� it 4.,t�rl � I + ,
� Ili
P �
II �
I
I
+r„+ lin
I
fr!h r+ r Ji.
7...
s � I
d V%
41
V .. M
f
-- - --
147-1-
Lij
N
}� 3
3 1
�,} E — —
TEP(� _ —..

COLUMBUS COUNTY
EMERGENCY ACTION PLAN
DIVISION OF WATER RESOURCES (DWR) 910-796-7399
EMERGENCY MANAGEMENT SERVICES (EMS) 910-640-6610
SOIL&WATER CONSERVATION DISTRICT (SWCD) 910-642-2196
NATURAL RESOURCES CONSERVATION SERVICE (NRCS) 910-642-2196
COOPERATIVE EXTENSION SERVICE (CES) 910-640-6605
This plan will be implemented in the event that waste from your operation are leaking,
overflowing, or running off the site. You should NOT wait until wastes reach surface
waters or leave your property to consider that you have a problem. You should make
every effort to ensure that this does not happen. This plan should be posted in an
accessible location for all employees at the facility. The following are some action items
you should take.
1. Stop the release of wastes. Depending on the situation, this may or may not be
possible. Suggested response to problems are listed below:
A. Lagoon overflow-possible solutions are:
a. Add soil to berm to increase elevation of dam, any permanent alteration of
the dam should be approved by a qualified technical specialist.
b. Pump wastes to field at an acceptable rate.
c. Stop all additional flow to the lagoon, hold wastes in the house if possible.
_ d. Call a pumping contractor.
e. Make sure no surface water is entering lagoon.
B. Runoff from wastes application field-action include:
a. Immediately stop wastes application.
b. Create a temporary diversion or berm to contain the waste.
c. Incorporate waste to reduce further runoff.
d. Evaluate and eliminate the reason(s) that caused the runoff.
e. Evaluate the application rates for the fields where runoff occurred.
C. Leakage from the waste pipes and sprinkler-action includes:
a. Stop recycle (flushing system) pump.
b. Stop irrigation pump.
c. Close values to eliminate further discharge.
d. Repair all leaks prior to restarting pumps.
D. Leakage from flush system, houses, solids separators-action includes:
a. Stop recycle (flushing system) pump.
b. Stop irrigation pump.
c. Make sure no siphon effect has been created.
d. Stop all flows in the house, flush systems, or solid separators.
e. Repair all leaks prior to restarting pumps.
E. Leakage from base or sidewall of lagoon. Often this is seepage as opposed to
flowing leaks-possible action:

a. Dig a small sump or ditch to catch all seepage, put in a submersible pump,
and pump back into lagoon.
b. If holes are caused by burrowing animals, trap or remove animals and fill
holes and compact with a clay type soil.
c. Have a professional evaluate the condition of the sidewalls and the lagoon
bottom as soon as possible.
2. Assess the extent of the spill and note any obvious damages.
a. Did the waste reach any surface waters?
b. Approximately how much was released and 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?
g. Are potable water wells in danger (either on or off of the property)?
h. How much reached surface waters?
3. Contact appropriate agencies.
a. During normal business hours, call your DWR (Division of Water Resources)
regional office, at 910-796-7399, after hours, emergency number: 1-800-
858-0368. Your phone call should include: YOUR NAME, FACILITY NUMBER,
TELEPHONE NUMBER, THE DETAILS OF TE INCIDENT FROM ITEM #2 ABOVE,
THE EXACT LOCATION OF THE FACILITY, AND THE LOCATION OR DIRECTION
OF MOVEMENT OF THE SPILL, WEATHER AND WIND CONDITIONS, THE
CORRECTIVE MEASURES THAT HAVE BEEN UNDER TAKEN, AND THE
SERIOUSNESS OF THE SITUATION.
b. If the spill leaves the property or enters surface waters, call local (EMS)
Emergency Management Services at 910-640-6610.
c. Instruct EMS to contact local Health Department.
d. Contact local Soil and Water Conservation District, Natural Resources
Conservation Service office at 910-642-2196 and Cooperative Extension
Service at 910-640-6605 for advice/technical assistance.
4. If none of the above works call 911 or the sheriffs Department and explain your
problem to them and ask that person to contact the proper agencies for you.
5. Contact the contractor of your choice to begin repair of the problem to minimize off-
site damage.
a. Contractors Name: x
b. Contractors Address:
X
c. Contractors Phone: x
Page 2

6. Contact the technical specialist who certified the lagoon.
a. Name: 6 E�C- l F7o►a1
b. Phone: 9/0-5 9&-5 7 y9-
7. Implement procedures as advised by DWR and technical assistance agencies to
rectify the damage, repair the system, and reassess the waste management plan to
keep problems with release of wastes from happening again.
8. If you are a contract swine grower associated with a swine company integrator,
contact the company representative at 910-592-5771.
Page 3