820708_Permit Renewal Application 2019_20190410

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Animal Waste Management Systems
Request for Certification of Coverage
Facility Currently covered by an Expiring Sate Non -Discharge General Permit
On September 30, 2019, the North Carolina State Non -Discharge General Permits for Animal Waste Management Systems will
expire. As required by these permits, facilities that have been issued Certificates of Coverage to operate under these State
Non -Discharge General Permits must apply for renewal at least 180 days prior to their expiration date. Therefore, all applications
must be received by the Division of Water Resources by no later than April 3, 2019.
Please do not leave any question unanswered Please verify all information and make any necessary corrections below.
Application must be signed and dated by the Permittee.
1. Farm Number: 82-0708
2. Facility Name: Whitewoods Farm
3. Landowner's Name (same as on the Waste Management Plan):
4. Landowner's Mailing Address: 484 Horse Pasture Rd
City: Salemburiz ('I i %) o J�i q " (" I j) State:
Telephone Number: 910-564-6441 Ext. E-mail:
5. Facility's Physical Address: Sr I30I 683 Marion Amos Rd
City: Clinton State:
6. County where Facility is located: Sampson
7. Farm Manager's Name (if different from Landowner):
8. Farm Manager's telephone number (include area code):
9. Integrator's Name (if there is not an Integrator, write "None"):
10. Operator Name (OIC): Detwvood K. Sueii
11. Lessee's Name (if there is not a Lessee, write "None"):
12. Indicate animal operation type and number:
Current Permit: Operations Type
Swine - Feeder to Finish
Operation Types:
Swine
Cattle
Wean to Finish
Dairy Calf
Wean to Feeder
Dairy Heifer
Farrow to Finish
Milk Cow
Feeder to Finish
Dry Cow
Farrow to Wean
Beef Stocker Calf
Farrow to Feeder
Beef Feeder
Boar/Stud
Beef Broad Cow
Gilts
Other
Other
Certificate Of Coverage Number:
Ken SKII
NC
NC
Ken Spell
910-564-6441 Ext.
AWS820708
Zip: 28385-9297
Zip: 28328
a110.3T1 1e 71 LL.19')
Mur�hv-Brown LLC
Phone No.: 910-385-0080
Ken Spell
Allowable Count
6,400
OIC #: 19119
REX Ponitry Qthgr Tvnea
Non Laying Chickens Horses - Horses
Laying Chickens Horses - Other
Pullets Sheep - Sheep
Turkeys Sheep - Other
Turkey Pullet
_Wct Ponitrr
Non Laying Pullet
Layers

13. Waste Treatment and Storage Lagoons (Verify the following information is accurate and complete. Make all necessary
corrections and provide missing data.)
Structure
Name
Estimated
Date
Built
Liner Type
(Clay, Synthetic,
Unknown)
Capacity
(Cubic Feet)
ace Area
;;Estimated
are Feet)
Design Freeboard
"Redline"
(Inches)
�lA�a
-----4-9-.&L
3l)9 r-
�
655 591
I1150
�Af\\4, f�'o-V�1^
Lb 504
1100
1�-50
Mail one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed application
as required by NC General Statutes 143-215.1OC(d) to the address below.
The CAWMP must include the following components:
L The most recent Waste Utilization Plan (WUP), signed bX 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) l, A
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 1^
g. The waste application windows for every crop utilized in the WUP t 1
h. The required NRCS Standard specifications
2. A site map/schematic
3. Emergency Action Plan
4. Insect Control Checklist with chosen best management practices noted
5. Odor Control Checklist with chosen best management practices noted
6. Mortality Control Checklist with selected method noted - Use the enclosed updated Mortality Control Checklist
7. Lagoon/storage pond capacity documentation (design, calculations, etc.) Please be sure the above table is accurate and
complete. Also provide any site evaluations, wetland determinations, or hazard classifications that may be applicable to
your facility.
8. Operation and Maintenance Plan
If your CAWMP includes any components not shown on this list, please include the additional components with your submittal.
(e.g. composting, digesters, waste transfers, etc.)
As a second option to mailing paper copies of the application package, you can scan and email one signed copy of the
application and all the CAWMP items above to: [e-mail]

I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that,
if all required parts of this application are not completed and that if all required supporting information and attachments are not
included, this application package will be returned to me as incomplete.
Note: In accordance with NC General Statutes 143-215.6A and 143-215.613, any person who knowingly makes any false statement,
representation, or certification in any application may be subject to civil penalties up to $25,000 per violation. (18 U.S.C.
Section 1001 provides a punishment by a fine of not more than $10,000 or imprisonment of not more than 5 years, or both for
a similar offense.)
Printed Name of Signing Official (Landowner, or if multiple Landowners all landowners should sign. If Landowner is a
corporation, signature should be by a principal executive officer of the corp/o�r]ation):
1�
Name: e rLoocd Aeti teii %5C e [ 1 , Tf` Title: V" irk A e./—
Signature: Date: J /
Name:
Signature:
Name:
Signature:
Title:
Date:
Title:
Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Telephone number: [phone]
E-mail: 2019Perm [e-mail]
FORM: RENEWAL -STATE GENERAL 02/2019

Nutrient Management Plan For Animal Waste Utilization
This plan has been prepared for:
Spell Whitewoods
Ken Spell
484 Horse Pasture Rd
Salemburg, NC 28385
[phone]
05-12-2008
This plan has been developed by:
Greer Moore
Clear Run Farms Consulting Services
PO Box 3,38
HarreW-4
C' 28444
(910)493 /
Developer Signature
Type of Plan: Nitrogen Only with Manure Only
Owner/Manager/Producer Agreement
I (we) understand and agree to the specifications and the operation and maintenance
procedures established in this nutrient management plan which includes an animal
waste utilization plan for the farm named above. I have read and understand the
Required Specifications concerning animal waste management that are included with
this plan.
Signature (owne Date
Signature (manager or prorru*) Date
This plan meets the miz
Agriculture - Natural R
adopted by the Soil and
Plan Approved By:
and specifications of the U.S. Department of
ation Service or the standard of practices
,�,/Tec`Mical Specialist Signature 'I,— Date
-•-------------------- ----------------------------- -
144381 Database Version 3.1 Date Printed: 05-12-2008 Cover Page 1

Nutrients applied in accordance with this plan will be supplied from the
following source(s):
Commercial Fertilizer is not included in this plan.
S7
Swine Feeder -Finish Lagoon Liquid waste generated 5,932,800 gals/year
by a 6,400 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
13665
Incorporated
23467
Injected
25844
Irrigated
14853
Actual PAN Applied
(Pounds)
Actual Volume Applied
(Gallons)
Volume Surplus/Deficit
(Gallons)
Year 1
15,195.84
6,069,841
-137,041
Note: In source XD, S means standard source, U means user defined source.
144381 Database Version 3.1 Date Printed: 05-12-2008 Source Page 1 of 1

Narrative
The acreage listed as Subfields on this plan is the balance of the total field acreage minus the acres
wetted according to the irrigation design. The areas not covered by the conventional irrigation system
will be irrigated using an Aerway system.
-----------------------
144381 Database Version 3.1 Date Printed: 05-12-2008 Narrative Page 1 of 1

LI
Potential Leaching
Technical Guidance
< 2
Low potential to contribute to soluble
None
nutrient leaching below the root zone.
>= 2 &
Moderate potential to contribute to
Nutrient Management (590) should be planned.
<_ 10
soluble nutrient leaching below the root
zone.
High potential to contribute to soluble
Nutrient Management (590) should be planned. Other conservation practices that
nutrient leaching below the root zone.
improve the soils available water holding capacity and improve nutrient use efficiency
> 10
should be considered. Examples are Cover Crops (340) to scavenge nutrients, Sod -Based
Rotations (328), Long -Term No -Till (778), and edge -of -field practices such as Filter
Strips (393) and Riparian Forest Buffers (391).
n A'/ 01 Tlo*ok... Af—i .., 1 1 n.t. 4/17/7/N1R

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.
Planned Crops Summary
Tract
Field
Total
Acres
Useable
Acres
Leaching
Index (LI)
Soil Series
Crop Sequence
RYE
2730
1
3.32
3.32
N/A
Wagram
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Pasture
5.5 Tons
2730
2
5.96
5.96
N/A
Wagram
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Pasture
5.5 Tons
2730
3A
0.93
0.93
N/A
'Wagram
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Pasture
5.5 Tons
2730
3B
4.261
4.26
N/A
Wagram
:Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Pasture
5.5 Tons
2730
4A
1.41
1.41
N/A
Wagram
:Small Grain Overseed
1.0 Tons
(Hybrid Bermudagrass Pasture
5.5 Tons
2730
4B
3.96
3.96
N/A
Wagram
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Pasture
5.5 Tons
2730
5A
6.51
6.51
N/A
I Wagram
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Pasture
5.5 Tons
2730
5B
4.47
4.47
N/A
Wagram
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Pasture
5.5 Tons
2730
6A
6.12
6.12
N/A
Wagram
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Pasture
5.5 Tons
2730
6B
5.58
5.58
N/A
Wagram
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Pasture
5.5 Tons
2730
Sub 1
3.721
3.72
N/A
'Wagram
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Pasture
5.5 Tons
2730
Sub 2
6.75
6.75
N/A
'Wagram
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Pasture
5.5 Tons
2730
Sub-3
2.121
2.12
N/A
Wagram
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Pasture
5.5 Tons
2730
Sub-4
2.25
2.25
N/A
Wagram
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Pasture
5.5 Tons
2730
Sub-5
1.15
1.15
N/A
Wagram
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Pasture
5.5 Tons
2730
Sub-6
1.32
1.32
N/A
Wagram
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Pasture
5.5 Tons
PLAN TOTALS: 59.83 59.83
1 n A 101 n,*,k . vA.r;- z i ThtP n�i. rA 1 cn �i�nnQ

ROY COOPER
G(wernor
MICHAEL S. REGAN
Secrerary
LINDA CULPEPPER
birmror
G� NORTH CAROLINA
Environmental Quallty
February 27, 2019
Ken Spell
Whitewoods Farm
484 Horse Pasture Rd
Salemburg, NC 28385-9297
Subject: Application for Renewal of Coverage for Expiring State General Permit
Dear Permittee:
Your facility is currently approved for operation under one of the Animal Waste Operation State Non -Discharge General Permits,
which expire on September 30, 2019. Copies of the new animal waste operation State Non -Discharge General Permits are available
at htt s-/Jde .ne. ov/abouddivisions/water-resources/water- ualit -re Tonal-o erations/afa or by writing or calling:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Telephone number: [phone]
In order to assure your continued coverage
under
the State
Non-Dischar ege General Permits You must submit.. an apphotion for
permit coverage to the Division. Enclosed
you will find a
"Request for Certificate of Coverage facility
Currently__ Covered by an
Expirin£ State Non -Discharge General Permit." The
applicationform must be completed, signed and
returned by April 3, 2019.
Please note that you must include one
I copy
of the
Certified .Animal Waste Management
Plan CAWNIP with the
colleted and sianed_aonlication form.
A Iist
of items
included in the CAWMP can be found
on a e 2 of the renewal
application form.
Failure to request renewal of your coverage under a general permit within the time period specified may result in a civil penalty.
Operation of your facility without coverage under a valid general permit would constitute a violation of NCGS 143-215.1 and could
result in assessments of civil penalties of up to $25,000 per day.
If you have any questions about the State Non -Discharge General Permits, the enclosed application, or any related matter please feel
free to contact the Animal Feeding Operations Branch staff at 919-707-9100.
Sincerely,
Jon Risgaard, Section Chief
Animal Feeding Operations and Groundwater Section
Enclosures
cc (w/o enclosures): Fayetteville Regional Office, Water Quality Regional Operations Section
Sampson County Soil and Water Conservation District
AFOG Section Central Files - AWS820708
Murphy -Brown LLC
No th Caro..*.a Doss irnent:af Envx3aatrnenta: qua t�: I D.vsan of Wstw Ressuraes
512 N. Sa-st.,y St. 1183E Ma SertiaeC$nter I Ra • gh. Nort3 Cwo, na 276994636
918 707 9WO

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
Tract
Field
Soil Series
Application Rate
(inches/hour)
Application Amount
(inches)
2730
1
Wagram
0.60
1.0
2730
2
Wagram
0.60
1.0
2730
3A
Wagram
0.60
1.0
2730
3B
Wagram
0.60
1.0
2730
4A
Wagram
0.60
1.0
2730
4B
Wagram
0.60
1.0
2730
5A
Wagram
0.60
1.0
2730
5B
Wagram
0.60
1.0
2730
6A
Wagram
0.60
1.0
2730
6B
Wagram
0.60
1.0
2730
Sub 1
Wagram
0.60
1.0
2730
Sub 2
Wagram
0.60
1.0
2730
Sub-3
Wagrarn
0.60
1.0
2730
Sub4
Wagram
*0.35
1.0
2730
Sub-5
Wagram
0.60
1.0
2730
Sub-6
Wagram
0.60
1.0
i n n '7 0 1 AT---:-- 11 r%-,- 71-:„a A C/1111-W%A0 rnt7 n--- 7 -P 1

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.
r
Source Name
Swine Feeder -Finish Lagoon Liquid
Desi n Storage Ca aci (Days)
Start Date
9/1
180
Plan Year
Month
Available Storage Capacity (Days)
1
1
72
1
2
59
1
3
73
1
4
73
1
5
102
1
6
132
1
7
161
1
8
160
1
9
160
1
10
136
1
11
121
1
12
105
* Available Storage Capacity is calculated as of the end of each month.
144381 Database Version 3.1 Date Printed: 05-12-2008 Capacity Page 1 of 1

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
Crop
Maximum
PA-N Rate
lb/ac
Maximum Sludge
Application Rate
1000 gal/ac
Minimum Acres
5 Years Accumulation
Minimum Acres
10 Years Accumulation
Minimum Acres
15 Years Accumulation
Swine Feeder -Finish Lagoon Sludge - Standard
Corn 120 bu
150
13.16
80.23
160.47
240.70
:Kay 6 ton R.Y.E.
300
26.32
40.12
80.23
120.35
Soybean 40 bu
160
14.04
75.22
150.44
225.66
144381 Database Version 3.1 Date Printed: 05-12-2008 Sludge Page 1 of 1

The Waste Utilization table shown below summarizes the waste utilization plan for this operation. This plan provides an estimate of the number of acres of
cropland needed to use the nutrients being produced. The plan requires consideration of the realistic yields of the crops to be grown, their nutrient requirements,
and proper timing of applications to maximize nutrient uptake.
This table provides an estimate of the amount of nitrogen required by the crop being grown and an estimate of the nitrogen amount being supplied by manure
other by-products, commercial fertilizer and residual from previous crops. An estimate of the quantity of solid and liquid waste that will be applied on each field
order to supply the indicated quantity of nitrogen from each source is also included. A balance of the total manure produced and the total manure applied is
included in the table to ensure that the plan adequately provides for the utilization of the manure generated by the operation.
Waste Utilization Table
VPar 1
Tract
Field
Source
ID
I Soil Series
Total
Acres
Use.
Acres
Crop
RYE
Applic.
Period
Nitrogen
PA
Nutrient
Req'd
(Ibs/A)
Comm.
Fert.
Nutrient
Applied
(lbs/A)
Res.
(Ibs/A)
Applic,
Method
Manure
PA
Nutrient
Applied
(Ibs/A)
Liquid
ManureA
pplied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
N
N
N
N
1000
gal/A
Tons
1000 gals
tons
2730
1
S7
Wagram
3.32
3.32
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
19.97
0.0
66.31
0.01
2730
1
S7
Wagram
3.32
3.32
Hybrid Bermudagrass Pasture
5.5 Tons
3/1-9/30
*206
0
0
Irrig.
206
82.29
0.00
273.19
0.01
2730
2
S7
Wagram
5.96
5.96
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
19.97
0.00
119.031
0.01
2730
2
S7
Wagram
5.96
5.96
Hybrid Bermudagrass Pasture
5.5 Tons
3/1-9/30
*206
0
0
Irrig.
206
92.29
0.00
490.42
0.01
2730
3A
S7
Wagram
0.93
0.93
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
19.97
0,00
18.57
0.01
2730
3A
S7
Wagram
0.93
0.93
Hybrid Bermudagrass Pasture
5.5 Tons
3/1-9/30
*206
0
0
Irrig.
206
82.29
0.00
76.53
0.01
2730
3B
S7
Wagram
4.26
4.26
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
19.97
0.00
85.08
0,01
2730
3B
S7
Wagram
4.26
4,26
Hybrid Bermudagrass Pasture
5.5 Tons
3/1-9/30
*206
0
0
Irrig.
206
82.29
0.00
350.53
0.04
2730
4A
S7
Wagrarn
1.41
1.41
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
19.97
0.0
28.16
0.01
2730
4A
S7
Wagram
1.41
1.41
Hybrid Bermudagrass Pasture
5.5 Tons
3/1-9/30
*206
0
0
Irrig.
206
82.29
0.00
116.02
O.N
2730
4B
S7
Wagram
3.96
3.96
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
19.97
0.00
79.09
0,01
2730
4B
S7
Wagram
3,96
3.96
Hybrid Bermudagrass Pasture
5.5 Tons
311-9/30
*206
0
0
Irrig.
206
82.29
0.00
325.85
0.01
2730
5A
S7
Wagram
6.51
6.51
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
19.97
0.00
130.02
0.01
2730
5A
S7
Wagram
6.51
6.51
Hybrid Bermudagrass Pasture
5.5 Tons
3/1-9/30
*206
0
0
Irrig.
1 206
82.29
0.00
535.67
0.01
2730
5B
S7
Wagram
4.47
4.47
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
19.97
0.00
89.28
0.Ot
2730
1 5B
S7
Wagram
4.47
4.47
Hybrid Bermudagrass Pasture
5.5 Tons
3/1-9/30
*206
0
0
Irrig.
206
82.29
0.0
367.81
0.191
Preview Database Version 3.1 Date Printed: 5/12/2008 WUT Page 1 of 2

Waste UtHL--.on Table
rear 1
Tract
Field
Source
ID
Soil Series
Total
Acres
Use.
Acres
Crop
RYE
Applic.
Period
Nitrogen
PA
Nutrient
Req'd
(lbs/A)
Comm.
Fert,
Nutrient
Applied
(lbs/A)
Res.
(lbs/A)
Applic.
Method
Manure
PA
Nutrient
Applied
(lbs/A)
Liquid
ManureA
pplied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
N
N
N
N
1000
gal/A
Tons
1000 gals
tons
2730
6A
S7
Wagram
6.12
6.12
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
brig.
50
19.97
0.00
122.23
0.01
2730
6A
S7
Wagram
6.12
6.12
Hybrid Bermudagrass Pasture
5.5 Tons
3/1-9/30
*206
0
0
Irrig.
206
82.29
0.00
503.58
0.01
2730
6B
S7
Wagram
5.58
5.58
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
19.97
0.00
111.44
0.01
2730
6B
S7
Wagram
5.581
5.58
Hybrid Bermudagrass Pasture
5.5 Tons
3/1-9/30
*206
0
0
Irrig.
206
82.29
0.00
459.15
0.01
2730
Sub 1
S7
Wagram
3.72
3.72
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
19.97
0.00
74.30
0.01
2730
Sub 1
S7
Wagram
3.72
3.72
Hybrid Bermudagrass Pasture
5.5 Tons
3/1-9/30
*206
0
0
Irrig.
206
82.29
0.00
306.10
0.01
2730
Sub 2
S7
Wagram
6.75
6.75
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
19.97
0.00
134.81
0.01
2730
Sub 2
S7
Wagram
6.75
6.75
Hybrid Bermudagrass Pasture
5.5 Tons
3/1-9/30
*206
0
0
Irrig.
206
82.29
0.00
555.42
0,0(
2730
Sub-3
S7
Wagram
2.12
2.12
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
19.97
0.00
4234
0.01
2730
Sub-3
S7
Wagram
2.12
2.12
Hybrid Bermudagrass Pasture
5.5 Tons
3/1-9/30
*206
0
0
Irrig.
206
82.29
0.00
174.44
0.01
2730
Sub-4
S7
Wagram
2.25
2.25
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
19.97
0.00
44.94
0.01
2730
Sub-4
S7
Wagram
2.25
2.25
Hybrid Bermudagrass Pasture
5.5 Tons
3/1-9/30
*206
0
0
Irrig.
206
82.29
0.00
185.14
0.01
2730
Sub-5
S7
Wagram
1.15
1.15
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
19.97
0.00
22.97
0.01
2730
Sub-5
S7
Wagram
1.15
LIS
Hybrid Bermudagrass Pasture
5.5 Tons
3/1-9/30
*206
0
0
Irrig.
206
82.29
0.00
94.63
0.01
2730
Sub-6
S7
Wagram
1.32
1.32
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
19.97
0.00
26.36
0,01
2730
Sub-6
S7
Wagram
1.32
1.32
Hybrid Bermudagrass Pasture
5.5 Tons
3/1-9/30
*206
0
0
Irrig.
206
82.29
0.00
108.62
0.01
Total Applied, 1000 gallons
6,118.03
Total Produced, 1000 gallons
5,932.80
Balance, 1000 gallons
-185.23
Total Applied, tons
0.01
Total Produced, tons
0.01
Balance, tons
0.01
Notes: 1. In the tract column, - symbol means leased, otherwise, owned. 2. Symbol * means user entered data.
Preview Database Version 3.1 Date Printed: 5/12/2008 WUT Page 2 of 2

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, NRCS 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).
144381 Database Version 3.1 Date Printed: 5/12/2008 Specification Page 1

7. Liquid waste shall be applied at rates not to exceed the soil infiltration
rate such that runoff does not occur offsite or to surface waters and in a
method which does not cause drift from the site during application. No
ponding should occur in order to control odor and flies.
8. Animal waste shall not be applied to saturated soils, during rainfall
events, or when the 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.
-------------------�------------------------ I --------
144381 Database Version 3.1 Date Printed: 5/12/2008 Specification Page 2

15. Animal waste shall not be discharged into surface waters, drainageways,
or wetlands by a discharge or by over -spraying. Animal waste may be
applied to prior converted cropland provided the fields have been
approved as a land application site by a "technical specialist". Animal
waste shall 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.
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.
144381 Database Version 3_.1 Date Printed: 5/12/2008 Specification Page 3

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.
------------------------------------------------------ ------
144381 Database Version 3.1 Date Printed: 5/12/2008 Specification Page 4

Crop Notes
The following crop note applies to field(s): 1, 2, 3A, 3B, 4A, 4B, 5A, 5B, 6A, 6B, Sub 1, Sub 2, Sub-3,
Sub-4, Sub-5, Sub-6
Small Grain: CP, Mineral Soil, medium 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): 1, 2, 3A, 3B, 4A, 4B, 5A, 5B, 6A, 6B, Sub 1, Sub 2, Sub-3,
Sub-4, Sub-5, Sub-6
Bermudagrass: CP, Mineral Soil, Moderately Well Drained.
Adaptation: Well -adapted.
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 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.
---------------------------------------------------------------------------------
144381 Database Version 3.1 Date Printed: 05-12-2008 Crop Note Page 1 of 1

h3q
.......... .
Ohr.
Ab
4�Z A
Mle
1510 ro'lm
4
B00119220665

4 Lis
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'
WCW FARMS, INC. - GROWER #284
8 (800) FEEDER TO FINISH (4 IVa ,v)
STATE ROAD #1301 - SAMPSON COUNTY
• .I
DNS: FROM CLINTON, TAKE HIGHWAY 24 TOWARD ROSEBORO.
JRD, TAKE 4TH RIGHT ON MARION AMOS RD (LOOP ROAD SR
'ILL BE ON LEFT APPROXIMATELY ONE MILE.
ADDRESS: SHIPPING ADDRESS:
INC. WCW FARMS INC.
,8 3 � B00119050561
STATE ROUTE #1301

•
--BOC49fy-
obtel W from FSA Aerfal Photos
& Brown's of Carolina Todvileal
Services Depw bnent Personnel
Al 1
�3 Vj
LU W
36
U
1
LAGOON rn
L�
L6
01 02
LAGOON
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0

EMERGENCY ACTION PLAN
PHONE NUMBERS
DIVISION OF WATER QUALITY (DWQ) [phone]
EMERGENCY MANAGEMENT SERVICES (EMS) (91O) 592-8996
SOIL AND WATER CONSERVATION DISTRICT (SWCD) 919 592-7963
NATURAL RESOURCES CONSERVATION SERVICE (NRCS) [phone]
COOPERATIVE EXTENSION SERVICE (CES) [phone]
This plan will be implemented in the event that wastes from your operation are leaking,
overflowing or running off site. You should not wait until wastes reach surface waters or
leave your property to consider that you have a problem. You should make every effort
to ensure that this does not happen. This plan should be posted in an accessible
location for all employees at the facility. The following are some action items you should
take.
1.
Stop the release of wastes. Depending on the situation, this may or may not be possible. Suggested
responses to some possible problems are listed below.
A.
Lagoon overflow - possible solutions are:
a)
Add soil to berm to increase elevation of dam.
b)
Pump wastes to fields at an acceptable rate.
c)
Stop all flow to the lagoon immediately.
d)
Call a pumping contractor.
e)
Make sure no surface water is entering lagoon.
B.
Runoff
from waste application field -actions include:
a)
Immediately stop waste application.
b)
Create a temporary diversion to contain waste.
c)
Incorporate waste to reduce runoff.
d)
Evaluate and eliminate the reason(s) that cause the runoff.
e)
Evaluate the application rates for the fields where runoff occurred.
C.
Leakage from the waste pipes and sprinklers - action include:
a)
Stop recycle pump.
b)
Stop irrigation pump.
c)
Close valves to eliminate further discharge.
d)
Repair all leaks prior to restarting pumps.
D.
Leakage from flush systems, houses, solid separators - action include:
a)
Stop recycle pump.
b)
Stop irrigation pump.
c)
Make sure siphon occurs.
d)
Stop all flow in the house, flush systems, or solid separators.
E.
Leakage from base or sidewall of lagoon. Often this is seepage as opposed to flowing leaks -
possible action:
a)
Dig a small sump or ditch from the embankment to catch all seepage, put in a submersible
pump, and pump back to lagoon.
b)
If holes are caused by burrowing animals, trap or remove animals and fill holes and
compact with a clay type soil.
c)
Have a professional evaluate the condition of the side walls and the lagoon bottom as
soon as possible.

2. Assess the extent of the spill and note any obvious damages.
a. Did the waste reach surface waters?
b. Approximately how much was released and for what duration?
c. Any damage notes, such as employee injury, fish kills, or property damage?
d. Did the spill leave the property?
e. Does the spill have the potential to reach surface waters?
f. Could a future rain event cause the spill to reach surface waters?
g. Are potable water wells in danger (either on or off the property)?
h. How much reached surface waters?
Contact appropriate agencies_
a. During normal business hours call your DWQ regional office; Phone #, After hours,
emergency number: [phone]. Your phone call should include: your name,
facility number, telephone number, the details of the incident from item 2 above, the
exact location of the facility, the location or direction of the movement of the spill, weather
and wind conditions. The corrective measures that have been under taken, and the
seriousness of the situation.
b. If the spill leaves property or enters surface waters, call local EMS phone number.
C. Instruct EMS to contact local Health Department.
d. Contact CE's phone number, local SWCD office phone number and the local NRCS
office for advice / technical assistance phone number.
4. If none of the above works call 911 or the Sheriff's Department and explain your problem to
them and ask the person to contact the proper agencies for you.
5. Contact the contractor of your choice to begin repair or problem to minimize offsite damage.
a. Contractors Name: Mur hy Brown LLC
b. Contractors Address: P.O. Box 856 Warsaw NC 28398
c . Contractors Phone: (91 D)293-3434
Contact the technical specialist who certified the lagoon (NRCS, Consulting Engineer, etc.)
a. Name: Kraig Westerbeek
b. Phone: 9[ 10) 293 - 533:9
7. Implement procedures as advised by DWQ and technical assistance agencies to rectify
the damage, repair the system, and reassess the waste management plan to keep
problems with release of wastes from happening again.

Mortality Management l•Iethods
(check which method(s) are being implemented)
_I Burial three fe^t beneath the surface of the eround within 24 hours after
knowledge of the death. The: burial must be at least 300 fCct from any flowing
stream or public body of water.
Rendering at a renderirig plant licensed under G.S. 106-163.7 L�
U Complete incinc.ation
In the case of dead poultry only, piacing in a disposal pit of a size and-desiEm
m-
approved by the Department of Aculture
1:13 ': I Any method which in the professional opinion of the State Ve,e;inarian would
make possible the salvage of part of a dead animal's value without endan!Zc:in�
human or animal health. (Written approval of the State Veterinarian must be
attached)
•I:I
Insect Control Checklist for Animal Operations
A--F- cic
tiuurrc Cuusc I1AWS to Coulrul Insects � � -
Licluid Systems
flush Gullets Accumulation of solids Cl frlusll system is designed aril opaaled
suflicien(ly to remove acclunulalcd solids from
gutlers as designed.
❑ ltCillOVC bridging of acCllllllllaIL:[l solids ill
discharge:
l.agouus and fits Crrlsled Solids -X Maintain lagoons, sel(lint; basins and Mils where
hest brecdiq is apparent to nlirlinlize Isle
cruslilig of solids to a dcplh of uo snore plan G -
_ 8 inches over more Than 30% of surface.
liaccs!ivc Vegeaaiive Decaying vegelalioll Main(ain vege(alive control along Banks ul'
(iluwlh r lagoons and nlher iulpoundnlenls ui prevent
accuuullaIiou of lecayilig vegelalive lualler B00119050650
along waler's edgC oil illlpollildnmil's perinicler.

Swine Farm Waste Management Odor Conll-ol C11CG ISt
__
fa,nlsle 111
c �s� � - --
5wiuc Iuuclucli°ll
-
Ilnu's In niinl)llicl: nll(lr
-
-
Vcgclalivc or wuollecl barrels;
IieC01111111:11111:r1 hcsl IIIaiml;cilll:lll plilcllces;
Goorlilnlhlllclll and common SC115C
Animal 11udy sulfaccs
~Isull'ace:c
Dilly Inanllrc-covered aninrlls
Dry Iloors -
We[ Inallow-covelcll Iloors
VIVI;
cllcr
s luc.atecl over skilled floors;
Rulers al ht1,11 crlll ofsoltcl Iloors,
LI
Scrape manure buildup flolll flours;
C7
Underfloor venlilalion for (hying
nldllllle L'1)IICCII1111 Illls
• 111'lllt;
n
I',eII,ICIII II alliIIe funlovill by lIllsh. Ill( rucharl;e, —
• I',Ilu.11 microbial ciccanllulsilioll
or scrape;
0
Underfloor venlilalion
VellnlJllllll e\11:Illsl kills
I1111uur sill faces
Ulll:llilc Eases; --f- --
I'illl Illalllll'IIiIIII L';
Dusk li(liciclll air nlovcmcnl
I)IISt WiIsIIdnlVll brawel:n l;ro11115 111 .11,HIM is,
C7 Feed addilives;
O Feeder covers;
n Fcell delively dowllslmlll calcnllcrs 11) feeder
covers
•�AgilaLInn ofreeycicrl Iill;ooll (1 I hlsll lank covers;
liquid wllilc links arc I711inL 0 lil;lcrld fill lilies lu near bollnol of l:nll:s will,
_ alai siphon vcnls
A(;il:lliuu Burin • lvaslcw�ucr
b Cl lJndelflmn. Ilosh will) ondclllum venlikilwil
cnnvcyance
I'il I�cll;ul;c Inlinls Agilalion nl-recyclal lagoon
Iilluicl while Ails are lillinl;
Lill sl;�liuus -� - Al,illlliun duliol; sully Volk
filling and (llawrlown
011isillc Illalll cllllcuioll Agilalion Marini; waslewaler
Ill )oncliun I)OXCS cooveyancc
f-I Extend rl:cllall;c lines to near Inolunl of pi,s
with anti-sillhrlrt vents
CI Some lank cnvcls
O Box covers
800119050651
AAIOC - I•luvcmher 11, 1996, I agu 3

T� �Snurc
�liud of drainpipes ;Il
lal;oon
I-apoou sill I;ICes
�-- - - uCnusc- ------ � 111111's L ,uli•a OdorR
• Agilalion during wasimmer 4n Exlcnd discharge poinl of pipes rindelncaill ^—
conveyance lagoon liquid level
• VoI;Ilile has emissions; Proper lagoon liquid capacily;
• Biological mixing; Colud lagoon slaMil) procedures;
= Al;il;tJlolt
ivlininuun surface area-lo-voluule ratio;
Mininnun a�ilalion when.punlping;
O Mcchauical aeraliun;
rl 1'roverl biological addilives
hlig;lliun splioklcr
High plessulc auilatiol►;
IIIigale till dry Clays will) little or no Nvinll;
nn�cics •
Wind Illirl
\
tvlininnnn Iccunuucndl:d upclalin� plcssule;
Pump inlake near lagoon liquid surface;
Cl
Pultlp G-om second -glade lagooll
:;till;lge lank ill L;Bill -
I'aI lial ntieruLi;ll decoulpnsiliol►;
C)
llnunln or midlevel 1oa11in1;; — --- —
,111I.Icc •
Mixing while filling.,
CI
'Tank covers;
•
Agilalion wl►cn cmplying
❑
Basin surface mats or solids;
Gl
Proven biological additives or oxidants
Sclllin� kisiu sill Illce a
Pallial microbial decomposition;
CI
I:xlcrld drainpipe oullcls Ilnderncalll litillid-
•
Mixilig %vllile filling;
level;
•
Abilelion when.emplying
Cl
. RCntOVe settled solids rcf;nl,ll ly
Manure, slurry of sludge •
Agiialion when splcading;
0-
Soil injecliou ofslnlry/sludges; ---
splc;olcr oullcls
Volatile gas emissions
Cl
Wasll residu;ll manure from splcader after osc;
(1
I'loven biological additives tir oxidants
Ilncovetcd limillne,
vulalilc gas emissions while
f_7
Soil injection ill-slully/sludbcs
shot), or slud6t: on field
dlyillh
f l
Soil incorporalion wilhin -III Ills.;
sollaccs
El
Nprcall in Illill 111140rnl layer:; for lapid dlyinL;
(7)
Proven biological additives or oxidanls
DC;ul ;Illilll;lls •
Carcass dectinill lsltloll C,:1
Ix
Pruner dlsposilion ill* carcasses ~
`0c.111 ill iulal dispo:al -
Cale;ISs dccoluposiliorl c:I
fl
Colllplcic covcrillg of c;uca:;:;es in bill ial pils;
piss
rt::l
Cl
Propel- local ion/collsll-ucIloll ordisposal bits
Incinelatuls
Incun11110C con)bustioll ,...�
F1
Sccnndary stack I,IIIIICIS
1
800119050652
ANIOC. - Movcntbcr 11, 1996,
I'abe 1 44,

Suurct
— T Cn11sC , , AMPS In Minimize C)dor
Slalldnlg water around Improper drainage;
I'aeililie� Microbial decomposilion of
organic matter
Manure Iracked onto fool ly maiwained access roads
public roalls lion] farn]
access
Grade and landscape such dial Witter drains —
away from facilities
Farm access road mainlcnance
Addilional Informalion : Available From :
S►vinc Manure Management ; 0200 hole/l)MP I'ackel NCSIJ, Conuly lixlensiun Cenler
Swinc Production Faun Pulential Odor Sourccs and Remedies ; EIIAE Fact Sheet NCSIJ - BA1?
Swine Produclion Facility Manure Management: PR ltecllarge - Lagoon Treanncnt ; EBAE 128-88 NCSU - IJAE
Swine Production Facilily Manure Manage6ma: Underfloor Flush - Lagoon Treatment ; EQAE 129-88 NCSI I - IIAE
Laguun Design and Management for Liveslock Manure Trealmeul and Storage ; L•I]Ali I03-87 NCSI I - BAH
Calibrallon of Manure and Waslewaler Application Equipment ; EBAE Fact Sheet NCSIJ - BAE
Controlling Odors from Swine Buildings ; I'll1-]7 NCSIJ - Swine Extension
Environmental Assurance Program ; NPPC Manual NC Turk I'loducers Assoc
Oluiuns lUr Managing Odor ; a report front 11tc Swine Odor Task Force NCSIJ Agri Communications
Nidsance Cnncems in Animal- Manure Management: Odors and Flies , PRO107, 1995 Conference Proceedings Florida Cooperalive I' mision
1�
B00119050653
AA•1()(, - November 11. 1990, Page 5

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 beat 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.
7 Complete incineration according to 02 NCAC 52C .0102.
❑ A composting system approved and permitted by the NC Department of Agriculture & Con-
sumer Services Veterinary Division (attach copy of permit). If compost is distributed off -farm,
additional requirements must be met and a permit is required from NC DEQ.
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).
❑ Mass 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.
09� /�_ 660— r JA -
Signature J Farm er/Manager
Signature of Technical Specialist
Date
3/J/1(I
Date

Operator:WCW Farms County:
Sampson
Date:
03/24/95
Distance to nearest residence (other
than owner):
>1500
feet
I. AVERAGE LIVE WEIGHT (ALW)
0 sows (farrow to finish)
x
1417
lbs. =
0
lbs
0 sows (farrow to feeder)
x
522
lbs. =
0
lbs
3200 head (finishing only)
x
135
lbs. =
432000
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 = 432000 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 432000 lbs. ALW x Treatment Volume(CF)/lb. ALW
Treatment Volume(CF)/lb. ALW = 1 CF/lb. ALW
Volume = 432000 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0. 0 cubic feet vs% �� 2� a
4. TOTAL DESIGNED VOLUME
Inside top length (feet) ----------------------- 290.0
Inside top width ( feet) ------------------------ 275.0
Top of dike elevation (feet)----------------- 47.0
Bottom of lagoon elevation (feet) ------------ 35.0
Freeboard (feet) ----------------------------- 1.0
Side slopes (inside lagoon)------------------ 3.0 : 1
Total design volume using prismoidal formula
SS/END1 SS/END2
SS/SIDE1 SS/SIDE2
LENGTH WIDTH
DEPTH
3.0 3.0
3.0 3.0
284.0 269.0
11.0
AREA OF TOP
LENGTH * WIDTH =
284.0 269.0
76396
(AREA
OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
218.0 203.0
44254
(AREA
OF BOTTOM)
B00119050596
AREA OF MIDSECTION
LENGTH * WIDTH *
4
251.0 236.0
236944
(AREA
OF MIDSECTION
* 4)
CU. FT. = [AREA TOP
+ (4*AREA MIDSECTION)
+ AREA BOTTOM]
* DEPTH/6
76396.0
236944.0
44254.0
1.8

Total Designed Volume Avdilable = 655589 CU. FT.
BOW 9050597

5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
290.0 275.0 79750.0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 79750.0 square feet
Design temporary storage period to be 180 days.
5A. Volume of waste produced
Feces & urine production in gal./day per 135 lb. ALW 1.37
Volume = 432000 lbs. ALW/135 lbs. ALW * 1.37 gal/day 180 days
Volume = 789120 gals. or 105497.3 cubic feet
5B. Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume = 0.0 gallons/day *
Volume = 0.0 cubic feet
180 days storage/7.48 gallons
per CF
Volume of rainfall in excess of evaporation B00119050598
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 foac
Volume = 46520.8 cubic feet
5D. Volume of 25 year - 24 hour storm
Volume = 7.5 inches / 12 inches per foot * DA
Volume = 49843.8 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A.
105497
cubic
feet
5B.
0
cubic
feet
5C.
46521
cubic
feet
5D.
49844
cubic
feet
TOTAL 201862 cubic feet
6. SUMMARY
Temporary storage period______________ w====>
Rainfall in excess of evaporation=====___-__>
25 year - 24 hour rainfall======______==___=>
Freeboard=====____=_=�______-__==____-->
Side
Inside top
Inside top
Top of dike elevation=====__________________>
Bottom of lagoon elevation__________________>
Total required volume=====_________-________>
Actual design volume______________________-_>
Seasonal high watertable elevation (SHWT)===>
Stop pumping
Must be > or = to the SHWT elev.====______>
Must be > or = to min. req. treatment el.=>
Required minimum treatment volume=====______>
Volume at stop pumping elevation=====_______>
B00119050599
180 days
7.0 inches
7.5 inches
1.0 feet
3.0 : 1
290.0 feet
275.0 feet
47.0 feet
35.0 feet
633862 cu. ft.
655589 cu. ft.
42.5 feet
43.1 feet
42.5 feet
41.0 feet
432000 cu. ft.
447700 cu. ft.
*
*
*

7.
Start pumping __ _-___=> 45.3 feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. rainfall==> 605745 cu. ft.
Volume at start pumping elevation===========> 602921 cu. ft.
Required volume to be pumped================> 152018 cu. ft.
Actual volume planned to be pumped==========> 155220 cu. ft.
Min. thickness of soil liner when required==> 1.8 feet
DESIGNED BY9I'VP"`� ` APPROVED BY: 04016ee+++++
DATE J DATE:
451n.. q
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN X.
COMMENTS:
46415
a
4W<tI
CGORY 5 �a•`
a+0�+Igo a01Y�►���
3 ,� r �-�
B00119050600

Operator:WCW Farm -== 2
County:
Sampson
Distance to nearest residence
(other
than owner):
1. AVERAGE LIVE WEIGHT
(ALW)
0 sows (farrow to
finish)
x
1417
lbs.
0 sows (farrow to
feeder)
x
522
lbs.
3200 head (finishing
only)
x
135
lbs.
0 sows (farrow to
wean)
x
433
lbs.
0 head (wean to feeder)
x
30
lbs.
Describe other :
Date: 04/10/95
1500.0 feet
= 0
lbs
= 0
lbs
= 432000
lbs
= 0
lbs
= 0
lbs
• 0
Total Average Live Weight = 432000 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 432000 lbs. ALW x Treatment Volume(CF)/lb. ALW
Treatment Volume(CF)/lb. ALW = 1 CF/lb. ALW
Volume = 432000 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feet
4. TOTAL DESIGNED VOLUME
Inside top length (feet) ---------•------------ 340.0
Inside top width (feet) ---------------------- 240.0
Top of dike elevation (feet) ----------------- 42.0
Bottom of lagoon elevation (feet)------------ 30.0
Freeboard (feet) --------------------------- -- 1.0
Side slopes (inside lagoon) ------------------- 3.0
1
Total design volume using prismoidal formula
SS/END1 SS/END2
SS/SIDE1 SS/SIDE2
LENGTH WIDTH
DEPTH
3.0 3.0
3.0 3.0
334.0 234.0
11.0
AREA OF TOP
LENGTH * WIDTH =
334.0 234.0
78156
(AREA
OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
268.0 168.0
45024
(AREA
OF BOTTOM)
B00119050601
AREA OF MIDSECTION
LENGTH * WIDTH *
4
301.0 201.0
242004
(AREA
OF MIDSECTION *
4)
CU. FT. _ [AREA TOP
+ (4*AREA MIDSECTION)
+ AREA BOTTOM]
* DEPTH/6
78156.0
242004.0
45024.0
1.8

Total Designed Volume Avdilable = 669504 CU. FT.
B00119050602

5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
340.0 240.0 81600.0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 81600.0 square feet
Design temporary storage period to be 180 days.
5A. Volume of waste produced
Feces & urine production in gal./day per 135 lb. ALW 1.37
Volume = 432000 lbs. ALW/135 lbs. ALW * 1.37 gal/day 180 days
Volume = 789120 gals. or 105497.3 cubic feet
5B. Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume = 0.0 gallons/day *
Volume = 0.0 cubic feet
180 days storage/7.48 gallons
per CF
Volume of rainfall in excess of evaporation B00119050603
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 foou
Volume = 47600.0 cubic feet
5D. Volume of 25 year - 24 hour storm
Volume = 7.5 inches / 12 inches per foot * DA
Volume = 51000.0 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A.
105497
cubic
feet
5B.
0
cubic
feet
5C.
47600
cubic
feet
5D.
51000
cubic
feet
TOTAL 204097 cubic feet
6. SUMMARY
Temporary storage
Rainfall in excess of evaporation===========>
25 year - 24 hour rainfall==================>
Freeboard===================================>
Side slopes=================================>
Inside top length===========================>
Inside top
Top of dike
Bottom of lagoon elevation==================>
Total required volume=======================>
Actual design volume========================>
Seasonal high watertable elevation (SHWT)===>
Stop pumping
Must be > or = to the SHWT elev.==========>
Must be > or = to min. req. treatment el.=>
Required minimum treatment volume===========>
Volume at stop pumping elevation============>
B00119050604
180 days
7.0 inches
7.5 inches
1.0 feet
3.0 : 1
340.0 feet
240.0 feet
42.0 feet
30.0 feet
636097 cu. ft.
669504 cu. ft.
37.0 feet
37.7 feet
37.0 feet
36.0 feet
432000 cu. ft.
429715 cu. ft.
*
*
*

7.
Start pumping elegy.__________________40.3 feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. rainfall==> 618504 cu. ft.
Volume at start pumping elevation=====______> 615626 cu. ft.
Required volume to be pumped________________> 153097 cu. ft.
Actual lume planned to be pumped=====_____> 185911 cu. ft.
Min. yhic ness of soil liner when required==> 1.8 feet
DESIGNED B"AtqAPPROVED BY:r`°aae jH �+�'RDAT7 ' �J DATE: a'° Q� e //ar °►°
4• � O �5$�n�■s9 +�
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:
9
15
a �
IN
G' °w m+
O O R
a
�a�re�eeee�u+9e�;
F300119050605

OPERATION & INLAE TENANCE PLAIN
Proper lagoon liquid ma_na,�7,,-nt should be a year-round priority. It is especially
important to manage levels so that you do not have problems during extended rainy and
wet periods.
lvfaxzmum storage capacity should be available in the lagoon for periods when the
receiving crop is dormant (su-h.2s winte«ime for bermudagmss) or when there are
extended rainy spells such as the thunderstorm season in the summertime. This means
that at the first Signs of plant growth in the later winter/early spring, irrigation according to
a farm waste management plan should be done whenever the Iand is dry enough to
receive lagoon liquid. This will make storage space available in the lagoon for future wet
periods. in the late summer/early fall the lagoori should be pumped down to the low
marker (see Figure 2-1) to allow for winter storage. Every effort should be made to
maintain the lagoon close to the minimum liquid level as long as the weather and waste
utilization plan will allow it.
Waiting until the lagoon has reached its maximum storage capacity before starting to
irrigate does not leave room for storing excess water dunng extended wet periods.
Overflow from the lagoon for any reason except a 25-year, 24-hour storm is a violation of
state law and subject to penalty action.
The routine maintenance of a lagoon involves the following:
Maintenance of a vegetative cover for the dam.
Fescue or common bermudagrass are the most common vegetative
covers. The vegetation should be fertilized each year, if needed, to
maintain a vigorous stand. The amount of fertilizer applied should be
based on a soils test, but in the event that it is not practical, to obtain
a soils test each year, the lagoon embankment and surrounding areas
should be fertilized with 800 pounds per acre of 10-10-10, or
equivalent.
Brush and trees on the embankment must be controlled. This may be
don.: by mewing, spraying, grazing, chopping, or a combination of
these practices. This should be done at least once a year and
possibly twice in years that weather conditions are favorable for
heavy vegetative growth.
NOTE: If vegetation is controlled by spraying, the herbicide must not be allowed to. enter
the lagoon water. Such chemicals could harm the bacteria in the lagoon that are treating
the waste.
Maintenance inspections of the entire lagoon should be made during the initial filling of
the lagoon and at least monthly and after major rainfall and storm events_ Items to be
checked should include, as a minimum, the following:
Waste Inlet Pipes, Recycling Pipes, and Overflow Pipes ---look for:
1. separation of joints
2. cracks or breaks
3. accumulation of salts or minerals
overall condition of pipes
B00119050612

Lagoon surface ---look for:
1undesirable vegetative growth
2. floating or lodged debris
Embank.rnent --- took for:
1. settlement, cracking, or "jug" holes
2. side slope stability ---slumps or bulges
3. wet or damp areas on the back slope
4. erosion due to lack of vegetation or as a result of wave action
5. rodent damage
Larger lagoons may be subject to liner damage due to wave action caused by strong
winds. These waves can erode the lagoon sidewalls, thereby weakening the lagoon dam.
A good stand of vegetation will reduce the potential damage caused by wave action. If
wave action causes serious damage to a lagoon sidewall, baffles in the lagoon may be
used to reduce the wave impacts.
Any of these features could lead to erosion and weakening of the dam. If your lagoon has
any of these features, you should call an appropriate expert familiar with design ,and
construction of waste lagoons. You may need to provide a temporary fix if there is a threat
of a waste discharge. However, a permanent solution should be reviewed by the
technical expert. Any digging into a lagoon dam with heavy equipment is a serious
undertaken, with potentially serious consequences and should not be conducted unless
recommended by an appropriate technical expert.
Transfer Pumps ---check for proper operation of:
1. recycling pumps
2. irrigation pumps
Check for leaks, loose fittings, and overall pump operation. An unusually loud or grinding
noise, or a large amount of vibration, may indicate that the pump is in need or repair or
replacement.
NOTE: Pumping systems should be inspected and operated frequently enough so that you
are not completely "surprised" by equipment failure. You should perform your pumping
system maintenance at a time when your lagoon is at its low level. This will allow some
safety time should major repairs be iequired. Having a nearly full lagoon is not the time
to think about switching, repairing , or borrowing pumps_ Probably, if your lagoon is full,
your neighbor's lagoon is full also. You should consider maintaining an inventory of spare
parts or pumps.
Surface water diversion features are designed to carry all surface
drainage waters (such as rainfall runoff, roof drainage, gutter outlets,
and parking lot runoff) away from your lagoon and other waste
treatment or storage structures. The only water that should be
coming from your lagoon is that which comes from your flushing
(washing) system pipes and the rainfall that hits the lagoon directly.
You should inspect your diversion system for the following:
1. adequate vegetation
2. diversion capacity
3. ridge berm height
B001190500 3

Identified problems should be corrected promptly. It is advisable to inspect your system
du=' z-, or immediately following a heavy rain. If technical assistance is needed to
determine proper solutions, consult with appropriate experts.
You should record the level of the lagoon just prior to when rain is predicted, and then
record the level again 4 to 6 hours after the rain (assumes there is no pumping). This will
hive you an idea of how much your lagoon level will rise with a certain rainfall amount
(you must also be recording your rainfall for this to work). Knowing this should help in
Planning irrigadcri applications and storage. If your lagoon rises exctissively, you may
have an inflow problem from a surace water diversion or there may be seepage into the
lagoon from the surrounding land.
Lagoon Operation
Startup:
Immediately after construction establish a complete sod cover on bare soil
surfaces to avoid erosion.
2. Fill new lagoon design treatment volume at least half full of water before
waste loading begins, taking care not to erode lining or bank slopes.
3. Drainpipes into ,the lagoon should have a flexible pipe extender on the
end of the pipe.to discharge near the bottom of the lagoon during initial
filling or another means of slowing the incoming water to avoid erosion of
the lining.
4. When possible, begin loading new lagoons in the spring to maximize
bacterial establishment (due to warmer weather).
5. It is recommended that a new lagoon be seeded with sludge from a healthy
working swine lagoon in the amount of 0.25 percent of the full lagoon
liquid volume. This seeding should occour at least two weeks prior to the
addition of wastewater.
6. Maintain a periodic check on the lagoon liquid pH. If the pH falls below
7.0, add agricultural lime at the rate of 1 pound per 1000 cubic feet of
lagoon liquid volume until the pH rises above 7.0. Optimum lagoon liquid
pH is between 7.5 and 8.0.
7. A dark- color, lack of bubbling, and excessive odor signals inadequate
biological activity. Consultation with a technical specialist is recommended
if these conditions occur for prolonged periods, especially during the warm
season.
Loading:
The more frequently and regularly that wastewater is added to a [avoon, the better the
lagoon will function. Flush systems that wash waste into the lagoon several times daily are
Optimum for treatment. Pit recharge systems, in which one or, more buildings are drained
and recharged each dav, also work well.
B00119050614

Management:
Practice water conservation ---minimize building water usage and
spillage from leaking waterers, broken pipes and washdown through
proper maintenance and water conservation.
Nfinimize FeAd wa,sLazt and spillage by keeping feeders adjusted. This
will reduce the amount of solids entering the lagoon
Nfaintain lagoon liquid level between the permanent storage level and
the full temporary storage level.
Place visible markers or stakes on the lagoon bank to show the
minimum liquid level and the maximum liquid lever (Figure 2-1).
Start irrigating at the earliest possible date in the spring based on
nutrient requirements and soil moisture so that temporary storage
will be maximized for the summer thunderstorm season. Similarly,
irrigate in the late summer/early fall to provide maximum lagoon
storage for the winter.
The lagoon liquid level should never be closer than 1 foot to the lowest
point of the dam'or embankment.
Do not pump the lagoon liquid level lower that the permanent storage
level unless you are removing sludge.
Locate float pump intakes approximately 18 inches underneath the liquid
surface and as far away from the drainpipe inlets as possible.
Prevent additions of bedding materials, long-stemmed forage or vegetation,
molded feed, plastic syringes, or other foreign materials into the lagoon.
Frequently remove solids from catch basins at end of confinement houses or
wherever they are installed.
Ivlaintain strict vegetation, rodent, and varmint control near lagoon edges.
Do not allow trees or large bushes to grow on lagoon dam or embankment.
Remove sludge from the lagoon either when the sludge storage capacity is
full or before it fills 50 percent of the permanent storage volume.
If animal production is to be terminated, the owner is responsible for
obtaining and implementing a closure plan to eliminate the possibility of a
pollutant discharge.
Sludge Removal:
Rate of lagoon sludge buildup can be reduced by:
B00119050615

proper lagoon sizing,
mechanical solids separation of flushed waste,
gravity set:li,a; of flushed waste solids in an appropriately designed basin, or
minirnizin� iced wastage and spillage.
Lagoon sludge that is removed annually rather than stored long term will:
have more nutrients,
have more odor, and
require more land to properly use the nutrients.
Removal techniques:
Hire a custom, applicator.
Mix the sludge and lagoon liquid with a chopper -agitator impeller
pump through large -bore sprinkler irritation system onto nearby cropland;
and soil incorporate.
Dewater the upper part of lagoon by irrigation onto nearby cropland or
forageland; mix remaining sludge; pump into liquid sludge applicator; haul
and spread onto' cropland or forageland; and soil incorporate.
Dewater the upper part of lagoon by irrigation onto nearby cropland or
foraaeland; dredge sludge from lagoon with dragline or sludge barge; berm
an area beside lagoon to receive the sludge so that liquids can drain back
into lagoon; allow sludge to dewater; haul and Spread with manure spreader
onto cropland or forateland; and soil incorporate.
Regardless of the method, you must have the sludge material analyzed for waste
constituents just as you would your lagoon water. The sludge will contain different
nutrient and metal values from the liquid. The application of the sludge to fields will be
limited by these nutrients as well as any previous waste applications to that field and crop
requirement. Waste application rates will be discussed in derail in Chapter 3.
When removing sludge, you must also pay attention to the liner to prevent damage_ Close
attention by the pumper or drag -line operator will ensure that the lagoon liner remains
intact. If you see soil material or the synthetic liner material being disturbed, you should
stop the activity immediately and not resume until you are sure that the slude can be
removed without liner injury. If the liner is damaged it must be repaired as" soon as
possible.
Sludge removed from the lagoon has a much higher phosphorus and heavy metal content
Chan liquid. Because of this it should probably be applied to land with low• phosphorus
and metal levels, as indicated by a soil test, and incorporated to reduce the chance of
erosion. Note that if the sludge: is applied to fleids with very high sail -test phosphores, it
should be applied only at rates equal to the crop removal of phosphorus. As with other
wastes, always have your lagoon sludge analyzed for its nutrient value.
The application of sludge will increase the amount of odor at the waste application site.
Extra precaution should be used to observe the wind direction and other conditions which
could increase the concern of neighbors.
B00119050616

Possible Causes of Lagoon Failure
Lagoon Failures result in the unplanned discharge of wastewater From the structure. Types
of Caalures include leakage Through the bottom or, sides, overtopping, and breach of the
dam. Assuming proper design and construction, the owner has the responsibility for
ensuring structure safety. Items which may lead to lagoon failures include:
Modification of the lagoon structure ---an example is the placement of a pipe
in the dam without proper design and constnaetion. (Consult an expert in
lagoon design before placing any pipes in dams.)
Lagoon liquid levels ---high levels are a safety risk.
Failure to inspect and maintain the dam.
Excess surface water flowing into the lagoon.
Liner integrity ---protect from inlet pipe scouring, damage during sludge
removal, or rupture from lowering lagoon liquid level below groundwater
table.
NOTE: If lagoon water is allovied to overtop the dam, the moving water will soon cause
gullies to form in the dam. Once this damage starts, it can quickly cause a large discharge
of wastewater and possible dam failure.
B00119050617