310760_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: 31-0760 Certificate Of Coverage Number: AWS310760
2. Facility Name: Brock Family Farms 9-13
3. Landowner's Name (same as on the Waste Management Plan):
4. Landowner's Mailing Address:
City: Mount Olive
1120 Beautancus Rd
Ro% A Brock
State: NC Zip: 28365
Telephone Number: 919-738-9360 Ext. E-mail:
5. Facility's Physical Address: 1120 Beautancus Rd
City: Mount Olive State: NC Zip: 28365
6. County where Facility is located: Duolin
7. Farm Manager's Name (if different from Landowner): Ror A Brock
g. Farm Manager's telephone number (include area code): 919-658-5456 Ext.
9. Integrator's Name (if there is not an Integrator, write "None"): Prestaze Farms Inc
10. Operator Name (OIC): Rov A. Brock Phone No.: 919-738-9360
11. Lessee's Name (if there is not a Lessee, write "None"):
12. Indicate animal operation type and number:
Current Permit: Operations Type Allowable Count
Operation Types:
Swine
Wean to Finish
Wean to Feeder
Farrow to Finish
Feeder to Finish
Farrow to Wean
Farrow to Feeder
Boar/Stud
Gilts
Other
Swine - Feeder to Finish
Cattle
Dairy Calf
Dairy Heifer
Milk Cow
Dry Cow
Beef Stocker Calf
Beef Feeder
Beef Broad Cow
Other
3,675
OIC #: 17173
Dry Poultry Other Types
Non Laying Chickens Horses - Horses
Laying Chickens Horses - Other
Pullets Sheep - Sheep
Turkeys Sheep - Other
Turkey Pullet
Wet Poultn
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)
Estimated
Surface Area
(Square Feet)
Design Freeboard
"Redline"
(Inches)
1
5—t ')5
C!c Y
753 SS 7
-
19.50
la; 1'7
Mail one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed application
as required by NC General Statutes 143-215.10C(d) to the address below.
The CAWMP must include the following components:
/1.
/ 2.
3.
4.
5.
/ 6.
1/ 7.
/8.
The most recent Waste Utilization Plan (WUP), sieved b% 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
h. The required NRCS Standard specifications
A site map/schematic
Emergency Action Plan
Insect Control Checklist with chosen best management practices noted
Odor Control Checklist with chosen best management practices noted
Mortality 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, 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 143-215.6B, any person who knowingly makes any false statement,
representation, or• certification in any application ,:may be subject.' to civil. penalties up to $25,000 per violation. (18 U.S.C.
Section 1001 provides a punishment by a fine of not more than $10,000 or imprisonment of not more than 5 years, or both for
a similar offense.)
Printed Name of Signing Official (Landowner, or if multiple Landowners all landowners should sign. If Landowner is a
corporation, signature should be by a principal executive officer of the corporation):
Name:
Signature:
Title:
G2/-.t ZZef L Date:
Name: Title:
Signature: Date:
Name: Title:
Signature: Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
- NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Telephone number: [phone]
E-mail: [e-mail]
FORM: RENEWAL -STATE GENERAL 02/2019

ROY COOPER
Governor
MICHAEL S. REGAN
sear Tory
LINDA CULPEPPER
Director
NORTH CAROLINA
Environmental Quality
February 27, 2019
Roy A Brock
Brock Family Farms 9-13
1120 Beautancus Rd
Mount Olive, NC 28365
Subject: Application for Renewal of Coverage for Expiring State General Permit
Dear Permittee:
APR 0'1 ?019
7,7'77-1(r sue'.:
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 hurts://deu.nc.eov/about/divisions/water-resources/water-quality-regional-operations/afo or by writing or calling:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Telephone number: [phone]
In order to assure your continued coverage under the State Non -Discharge General Permits, you must submit an application for
permit coverage to the Division. Enclosed y ou will find a "Request for Certificate of Coverage Facility Currently Covered by an
Expiring State Non -Discharge General Permit." The application form must be completed, signed and returned by April 3. 2019.
Please note that you must include one t11 copy of the Certified Animal Waste Management Plan ICAWMPI with the
completed and signed application form. A list of items included in the CAWMP can be found on nave 2 of the renewal
application form.
Failure to request renewal of your coverage under a general permit within the time period specified may resultin 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.
Enclosures
cc (w/o enclosures):
Sincerely,
Jon Risgaard, Section Chief
Animal Feeding Operations and Groundwater Section
Wilmington Regional Office, Water Quality Regional Operations Section
Duplin County Soil and Water Conservation District
AFOG Section Central Files - AWS310760
Prestage Farms Inc
North Carolina Department of Enwcnmentai Quality j Division of Water Resources
512 N. Salsbury St. 11636 Mail Service Center I Raleigh, North Carolina 27699-1636
919.707 9000

Nutrient Management Plan For Animal Waste Utilization
12-17-2014
This plan has been prepared for:
Brock Family Farms Fac31760
Roy Allen & Anita J. Brock
1120 Beautancus Rd
M. Olive, NC 28365
919-738-9360
This plan has been developed by:
Billy W Houston
Duplin Soil & Water
165 Agriculture Dr.
Suite. B
Kenansville, NC 28349
910-296-2120 X-3
Developer Signature
Type of Plan: Nitrogen Only with Manure Only
Owner/Manager/Produeer 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
1,2/iVA,
Sigr ure (owner) Date
/2//7/7/-K-
ignature (manager or producer) 4 ',ate
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.
Technical Specialist Signature Date
)/19,
801061 Database Version 4.1 Date Printed: 12-17-2014 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
Broadcast
Swine Feeder -Finish Lagoon Liquid waste generated 3,406,725 gals/year by a 3,675
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
6141
Incorporated
7369
Injected
7369
Irrigated
6141
Year 1
Max. Avail
PAN ( l bs) *
6,141
Actual PAN
Applied (Ibs)
10260
PAN Surplus/ 1 Actual Volume j Volume Surplus/
Deficit (lbs) Applied (Gallons) s Deficit (Gallons)
• -4,I19 4,133,418 -726,693
Note: In source ID, S means standard source, U means user defined source.
* Max. Available PAN is calculated on the basis of the actual application method(s) identified in the plan for this source.
801061 Database Version 4.1 Date Printed: 12-17-2014 Source 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.
Planned Crops Summary
Tract
2407
2407
Total Useable Leaching
Field Acres Acres Index (Li)
1.55 1.55 N/A
10 3.10 3.10 N/A
Soil Series
Goldsboro
Goldsboro
Crop Sequence
Annual R egrass Hay
Small Grain Overseed
2407
] 1.86 1.86 N/A
Goldsboro
RYE
3.2 Tons
1.0 Tons
Hybrid Berrnudagrass Hay 6.5 Tons
Small Grain Overseed 1.0 Tons
2407
2407
2.30 2.30 N/A
2.66 2.66 N/A
Norfolk
Norfolk
2407
4.03 4.03 N/A
Norfolk
2407
2.79, 2.79 N/A
t
2407
2407
3.31
3.03
3.31 N/A
3.03 N/A
Lucy
Lucy
Lucy.
2407
4.34
4.34 N/A
Luc
Hybrid Bermudagrass Hay 6.5 Tons
Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Hay *6.1 Tons
Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Hay *6.1 Tons
Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Hay *6.1 Tons
Small Grain Overseed 1.0 Tons
Hybrid Berrnudagrass Hay 5.5 Tons
Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Hay 5.5 Tons
Small Grain Overseed .1.0 Tons
Hybrid Berniudagrass Hay 5.5 Tons
Small Grain Overseed
2407
1.86
1.86 N/A
PLAN TOTALS: 30.83 30.83
1 1•
<2
>= 2 &
<= 10
>10
801061
Potendrd1l eadhttY'
Low potential to contribute to soluble
nutrient leaching below the root zone.
Moderate potential to contribute to
soluble nutrient leaching below the root
zone.
High potential to contribute to soluble
nutrient leaching below the root zone.
Database Version 4.1
NOTE: Symbol * means user entered data.
Lucy
None
Hybrid Berrnudagrass Hay
Small Grain Overseed
Hybrid Bermudagrass Hay
1.0 Tons
Technical Guid we
Nutrient Management (590) should be planned.
5.5 Tons
1.0 Tons
5.5 Tons
Nutrient Management (590) should be planned. Other conservation practices that improve
the soils available water holding capacity and. improve nutrient use efficiency should be
considered. Examples are Cover Craps (340) to scavenge nutrients, Sod -Based Rotations
(328), Long -Term No -Till (778), and edge -off --field practices such as Filter Strips (393) and
'Riparian Forest Buffers (391).
Date Primed 12/17/2014
PCS 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 deeded to use the nutrients being produced. The plan requires consideration of the realistic yields ofthe 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 or
other by-products, commercial fertilizer and residual from previous crops. An estimate ofthe quantity of solid and l iquid waste that will be applied on each field in
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
Tract
Field
2407
2407
1
Source
IC.
S7
Soil Series
Goldsboro
10
S7
Goldsboro
Total Use.
Acres Acres
1.55
3.10
Crop
1.55 Annual Ryegrass -Hay
3.10 Small Grain Overseed
Year 1
RYE
3.2_ Tons
1.0 Tons
Applic.
Period
8/15-5/15
10/1-3/31
Nitrogen
PA
Nutrient
Req'd
(lbs/A)
Ccsnm.
pert.
Nutrient
.Applied
(lbs/A)
Res.
(lbs/A)
N
146
50
N
0
0
0
0
Applic.
Method
brig.
Irrig.
2407
2407
2407
2407
2407
2407
2407
10
11
11
S7
Goldsboro
S7 Goldsboro
S7 Goldsboro
2 S7 Norfolk
2 S7 Norfolk
37
Norfolk
3 37 Norfolk
2407 • 4
2407
S7 Norfolk
4 S7 Norfolk
3.10
3.10 Hybrid Bermudagrass Hay
1.86 1.86 Small Grain Overseed
6.5 Tons
1.0 Tons
1.86 1.86 Hybrid Bermudagrass Hay 6.5 Tons
2.30 2.30 Small Grain Overseed 1.0 Tons
2.30 2.30 Hybrid Bern;udagrass Hay *6.1
2.66
2.66
4.03
4.03
2.66 Sma11 Grain Overseed
2.66 Hybrid Bermudagrass Hay
4.03 Small Grain Overseed
4.03 Hybrid Bermudagrass Hay
2407
2407
2407
2407
2407
5 S7 Lucy
5 ST Lucy
6 S7 Lucy
r
6 S7 Lucy
7 S7 Lucy
2.79
2.79
2.79 Small Grain Overseed
2.79 Hybrid Bermudagrass Hay
1.0 Tons
*6.1
*3/1-10/31
10/1-34:31
*3/1-10/31
10/1-3/31
*3/1-10/31
10/1-3/31
*3/1-10/31
1.0 Tons 10/1-3/31
*325
50
*325
50
*305
50
*305
50
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
*6.1 *3/1-10/31
*305
0
0
lrrig.
Irrig.
Irrig.
brig.
Irrig.
Irrig.
trig.
Irrig.
Irrig.
1.0 Tons 10/1-3/31
5.5 Tons
3.31 3.31 Small Grain Overseed 1.0 Tons
3.31 3.31 Hybrid Bennudagrass Hay 5.5 Tans
3.03
3.03
Small Grain Overseed
1.0 Tons
*3/1-10/31
10/1-3/31
*3/ 1-10/31
10/1-3/31
50
*275
50
*275
50
0
0
0
0
0
0
0
0
0
0
Irrig.
Irrig.
Irrig.
trig.
Irrig.
Manure
PA
Nutrient
Applied
(1 bs%A)
' Liquid
ManureA
pplied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(F'ield)
N
1003
gal/A
Tons
1000 gats
tons
146
81.00
0.00
125.55
0.00
50
19.97
0.00
61.91
0.00
:325
129.82
0.00
402. 44
0.00
50
19.97
0.00
37.15
0.00
325
129.82
0.00
241,46
0.00
50
19.97
0.00
45.94
0.00
305
121.83
0.00
280.21
0.00
50
19.97
0.00
53.13
0.00
305
121.83
0.00
324.07
0.00
50
19.97
0.00
80.49
0.00
305
121.83
0.00
490.97
0.00
50
19.97
0.0(1
55.72
0.00
2'75
109.85
0.00
306.47
0.00
50
19.97
0.00
66.11
0.00
275
109.35
0.00
363.59
0.00
50
19.97
0.00
60.52
0.00
801061 Database Version 4.1 Date Printed: 12/17/2014 WUT Page 1 of 2

Waste Utilization Table
Soun; e
Tract Field ID
2407
7
S7
Soil Series
Lucy
Total Use.
Acres Acres
3.03
3.03
Crop
Hybrid Berrnudagrass Hay
Year 1
RYE,
5.5 Tons
Applic.
Period
'k3/1-10/31
2407
2407
2407
2407
8
S7
Lucy
4.34
4.34
Small Grain Overseed
1.0 Tons
10/1-3/31
8
9
9
S7
S7
S7
Lucy
Lucy
Lucy
4.34
1.86
1.86
4.34
1.86
1.86
Hybrid Bennudagrass Hay 5.5 Tons
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass 1-fay 5.5 Tons
'k3/1-10/31
10/1-3/31
*3/1-10/.31
Notes: 1. In the tract coltunn, symbol means leased, otherwise, owned. 2. Symbol * means user
Nitrogen
PA
Nutrient
Req'd
(lbs/A)
Comm
Pert.
Nutrient
Applied
(lbs/A)
Res.
(lbs/A)
Applic.
ivlerltod
Manure
PA
Nutrient
Applied
(lbs/A)
L. c1uid
ManuteA
pplied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
N
w 1.
N
N
N
10(2,0
gal/A
Tons
1000 gals
tons
*275
0
0
brig.
275
109.85
0.00
332.83
0.00
50
0
0
Irrig.
50
19.97
0.00
86.68
0.00
*275
0
0
Lrig.
275
109.85
0.00
476.73
0.00
0.00
50
0
0
1rrig.
50
19.97
0.00
37.15
*275
0
0
frrig.
275
109.85
0.00
204.31
Total
Applied,
1000
gallons
4,133.42
0.00
Total Produced, 1000 gallons
3,406.73
Balance, 1000 gallons
-726.69
Total Applied; tons
0.00
Total Produced, tons
0.00
Balance, tons
0.00
801061 Database Version 4.1 Date Printed: 12/17/2014
WUT Page 2 of 2

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 Iists the maximum application amount that each field may receive in any one application
event.
Irrigation Application Factors
L_ act
Field
Soil Series
Application Rate
(incheslho ur)
Application Amount
(inches)
2407
1
Goldsboro
0.50
1.0
2407
10
Goldsboro
0.50
1.0
2407
11
Goldsboro
0.50
1.0
2407
2
Norfolk
0.50
1.0
2407
3
Norfolk
0.50
1.0
2407
4
Norfolk
0.50
1.0
2407
5
Lucy
0.60
1.0
2407
6
Lucy
0.60
1.0
2407
7
Lucy
0.60
1.0
2407
$
Lucy
0.60
1.0
I 2407
9
Lucy
0.60
1.0
801061 Database Version 4.1 Date Printed 12/17/2014 1AF 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 accurnulation period. These estimates are based on average nitrogen
concentrations for each source, the number of animals in the facility and the plant available nitrogen appl ication
rates shown in the second column.
Lagoon sludge contains nutrients and organic matter remaining after treatment and application ofthe 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
lb/ac
1000 gaUac
5 Years Accumulation
10 Years Accumulation
15 Years Accumulation
Swine Feeder -Finish Lagoon Sludge - Standard
Corn 120 bu
1501 14.691 41.28
82.56
123.851
Hay 6 for R.Y.E.
300
29.38 i 20.64
41.28
61.92
Soybean 40 bu
160
15.671 38.70
77.40
116.11
801061 Database Version 4.1 Date Printed: 12-1 i-2014 Sludge Page 1 of 1

The Available Waste Storage Capacity table provides an estimate ofthe number of days of storage
capacity available at the end of each month ofthe 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 Tess than or equal to the design
storage capacity ofthe facility. ofthe 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.
v� labia aste tCr
Source Name
Swine Feeder -Finish Lagoon Liquid
Design Storage Capacity (Days)
Start Date
10/1
180
Plan Year
Month
Available Storage Capacity (Days)'`
1
1
102
1
2
85
1
3
102
I
4
110
1
5
117
1
6
124
1
7
i30
1
8
137
1
9
145
1
10
180
1
11
161
a
1
,.
12
_ e 144—
* Available Storage Capacity is calculated as of the end of each month.
................ ............
801061 Database Version 4.1 Date Printed: 12-17-2014 Capacity Page 1 of 1

Recraired Specifications For Anima! Waste Mana2emerit
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).
801061 Database Version 4.1 Date Printed: 12/17/2014 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.
801061 Database Version 4.1 Date Printed: 12/17/2014 Specification Page 2

APR 01 2019
15. Animal waste shall not be discharged into surface waters, drailfa-ge-7,1s---`'or
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 niaximum
storage volume for waste storage ponds.
801061 Database Version 4.1 Date Printed: 12/17/2014 Specification Fage 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.
801061 Database Version 4.1
- • .
Date Printed: 12/17/2014 Specification Page 4

Berrnudagrass Coastal Plain, Mineral Soil,
Adaptation: Effective artificial drainage M
provided for these soils.
Crop Notes
The following crop note applies to field(s): 10, 11
Poorly Drained to Somewhat Poorly Drained.
UST be in place to achieve Realistic Yield Expectations
In the Coastal Plain,. hybrid bermudagrass sprigs can be planted Mar. 1 to Mar. 31. Cover sprigs I" 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 00 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 3.05 Production and Utilization
of Pastures and Forages in North Carolina for more information or consult your regional agronomist or
extension agent for assistance.
The following crop note applies to field(s): 2, 3, 4
Bermudagrass Coastal Plain, Mineral Soil, Moderately Well Drained.
Adaptation: Well -adapted.
In the Coastal Plain, hybrid bennudagrass 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 fill! 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.
801061 Database Version 4.1 Date Printed: 12-17-2014 Crop Note Page 1 of 3

The following crop note applies to field(s): 5, 6, 7, 8, 9
Berrnudagra.ss Coastal Plain, 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/a.c 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 buiac 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 micro -nutrients 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. R.efer 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.
The following crop note applies to field(s): 10, 11
Small Grain: CP, Mineral Soil, low -leachable
In the Coastal Plain, oats and barley should. be planted #i•orn 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 optimurr► tire. 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): 2, 3, 4
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. A.pply no more
than 30 ibs/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.
801061 Database Version 4.1 Date Printed: 12-17i-2014 Crop Note Page 2 of 3

The following crop note applies to field(s): 5, 6, 7, 8, 9
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 "gree.n 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 tirne. The remaining N should be applied during the months of February -March.
The following Crop note applies to field(s): 1
.Annual. RyeGrass: This crop is not an overseed. Recommendations for this crop are not applicable to a
ryegrass overseed.
801061 Database Version 4.1 .Date Printed: 12-17-2014 Crop Note Page 3 of 3

DUPLIN COUNTY
EMERGENCY ACTION PLAN
DIVISION OF WATER RESOURCES (DWR) 910-433-3300
EMERGENCY MANAGEMENT SERVICES (EMS) 910-296-2160
SOIL & WATER CONSERVATION DISTRICT (SWCD) 910-296-2120
NATURAL RESOURCES CONSERVATION SERVICE (NRCS) 910-296-2120
COOPERATIVE EXTENSION SERVICE (CES) 910-296-2143
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. Flow much reached surface waters?
3. Contact appropriate agencies.
a. During normal business hours, call your DWQ (Division of Water Quality)
regional office, at 910-433-3300, 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 910-296-2160
c. Instruct EMS to contact local Health Department.
d. Contact local Soil and Water Conservation District, Natural Resources
Conservation Service office at 910-296-2120 and Cooperative Extension
Service at 910-296-2143 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:
b. Contractors Address:
c. Contractors Phone:
Page 2

6. Contact the technical specialist who certified the lagoon.
a. Name: Jcanip , s La PA b
b. Phone: 9 o - ra - '7 1
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.
8. If you are a contract swine grower associated with a swine company integrator,
contact the company representative at 910-592-5771.
Page 3

Flush (;utters
Insect Control Checklist for Animal Operations
Source Cause HMI's to Control Insects
Site Specific Practices
• Accumulation of solids
Lagoons and Pits • Crusted Solids
Excessive Vegetative • Decaying Vegetation
Growth
Liquid Systems
O Flush system is designed and operated
sufficiently to remove accumulated solids from
gutters as designed.
Q Remove bridging of accumulated solids al
discharge
W Maintain lagoons, settling basins and pits where
pest breeding is apparent to minimize the
crusting of solids to a depth of no more than 6 -
3 inches over more than 30% of surface.
■ Maintain vegetative control along banks of
lagoons and other impoundments to prevent
accumulation of decaying vegetative matter
along water's edge on impoundment's perimeter.
feeders • Feed Spillage
Dry Systems
Feed Storage • Accumulations of fccd residues
AMIC- November I I, 1996, Page I
■ Design, operate and maintain fccd systems (c.g.,
bunkers and Troughs) to minimize the
accumulation of decaying wastage.
is Clean up spillage on a routine basis (c.g., 7 - 10
day interval during summer; 15-30 day interval
during winter).
Q Reduce moisture accumulation within and
around immediate perimeter of fccd storage
areas by insuring drainage away from site
and/or providing adequate containment (e.g.,.
covered bin for brewer's grain and similar high
moisture grain products).
0 Inspect for and reinove or break up accumulated
solids in filler strips around fccd storage as
needed.

Source Cause • BMPs to Control Insects.
Animal Holding Areas • Accumulations of animal wastes
® Eliminate low areas that trap moisture. along
andfeedwastage .. - .. .. _.
fences and other locations where waste
accumulates and disturbance by animals is
minimal.
O Maintain fence rows and filter strips around
animal holding areas. to minimize
accumulations of wastes (i.e., inspect for and
remove or break up accumulated solids as
needed).
Dry Manure Handling • Accumulations of animal wastes Systems 0 Remove spillage on a routine basis (e.g., 7 -10
day interval during summer; 15-30 day interval
during winter) where manure is loaded for land
application or disposal.
.O Provide for adequate drainage around manure
stockpiles.
O Inspect forr and remove or break up accumulated
wastes in filter strips around stockpiles and
manure handlingareas as needed.
Site Specific Practices
For more information contact the Cooperative Extension Service, Department of Entomology, Box 7613, North Carolina State University,
Raleigh, NC, 27695-7613.
AMIC - November 11, 1996, Page 2

Source
Farmstead
Swine Farm. Waste Management Odor Control Checklist
Cause
• Swine production
Animal body surfaces • Dirty manure -covered animals
Floor surfaces • Wet manure -covered floors
Manure collection pits
• Urine; ■ " Frequent manure removal by flush, pit recharge,
• Partial microbial decomposition or scrape;
CI Underfloor.ventilation
BMPs to Minimize Odor
■ Vegetative Or wooded butters;
■ Recommended best management practices;
• Good judgment and common sense
Site Specific Practices
■ Dry floors
Ventilation exhaust fans • Volatile gases;
Dust
Indoor surfaces • Dust
Flush tanks
■ Slotted floors;
Ill Waterers located over slotted floors;
® Feeders at high end of solid floors;
® Scrape manure buildup from floors;
® Underfloor ventilation for drying
a Fan maintenance;
® Efficient air movement
® Washdown between groups of animals;
■ Feed additives;
O Feeder covers;
le Feed delivery downspout extenders to feeder
covers
• Agitation of recycled lagoon
liquid while tanks are filling
Flush alleys • Agitation during wastewater
conveyance •
Pit recharge points • Agitation -Of recycled lagoon
liquid while pits are filling.
Lift stations • Agitation during .sump tank
filling and drawdown
O Flush tank covers;
O Extend fill lines to near bottom of tanks with
anti -siphon vents
O Underfloor flush with underfloor ventilation
lle Extend recharge lines to near bottom of pits
with anti -siphon vents
Outside drain collection .• Agitation during wastewater
or junction boxes conveyance
O Sump tank covers
O (lox covers
AMOC - November 11,1996, Page 3

Source
End of drainpipes at
lagoon ..:. .
Lagoon surfaces
Irrigation sprinkler
nozzles
Storage tank or basin
surface
Cause
• Agitation during wastewater
conve. ncC::.:. ....:.. . .
• Volatile gas emissions;
• Biological mixing;'
• Agitation
BMPs to Minimize Odor
0 Extend discharge point of pipes: underneath
lagoon liquid level
Site Specific Practices
• High pressure agitation;
• Wind drift
In
i
0
0
0
Proper lagoon liquid capacity;
Correct lagoon startup procedures;
Minimum surface area=to-volume ratio;
Minimum agitation when,pumping;
Mechanical aeration;
Proven biological additives
® Irrigate on dry days with little or no wind;
O Minimum recommended operating pressure;
a Pump intake near lagoon liquid surface;
1:1 • Pump from second -stage lagoon
• Partial microbial decomposition;
• Mixing while filling;
• Agitation when. emptying
Settling basin surface .+
•
•
Manure, slurry or sludge
spreader outlets •
Mixing while filling;
Agitation when emptying
Agitation when spreading;
Volatile gas emissions
0 Bottom or midlevel loading;
O Tank covers;
CI Basin surface 'mats of solids;
O Proven biological additives or oxidants
Partial microbial decomposition; 0 Extend drainpipe outlets underneath liquid
level; -
0 Remove settled solids regularly
Uncovered manure,
slurry. or sludge on field
surfaces
• Volatile gas emissions while
drying
Dead. animals • • Carcass decomposition
.0 Soil injection of slurry/sludges;
O Wash residual manure from spreader after use;
0 Proven biological additives or oxidants •
O Soil injection of slurry/sludges
0 Soil incorporation within 48 hrs.;
O Spread in thin uniform layers for rapid drying;
O Provenbiological additives or oxidants •
Dead animal disposal • Carcass decomposition.
pits
incinerators .
Incomplete combustion
■ Proper disposition of carcasses
® Complete covering of carcasses in burial pits;
O Proper location/construction of disposal pits
0 Secondary stack homers
Alv, :• November 11, 1996, Page 4

Source
Standing water around
facilities
Manure tracked onto
public roads from farm
access
Additional Information:
cause
• Improper drainage;
• Microbial decomposition of
organic matter
• Poorly maintained access roads
BMps to Minhnize.Odor
II Grade and landscape such that water drains
away from facilities
Site Specific Practices
0 Farm access mid maintenance
Swine Manure Management; 0200 Rule/BMP Packet
Swine Production Fenn Potential Odor Sources and Remedies; EBAE Fact Sheet
Swine Production"Facility Manure Management: Pit Recharge - Lagoon Treatment; EBAE 128-88
Swine Production Facility Manure ManagementrUnderfloor Flush - Lagoon Treatment; EBAE 129-88
Lagoon Design and Management for UyestoOk Manure Treatrinent and Storage; EBAE 103-83 •
Calibration of Manure and Wastewater Application Equipment; EBAE Fact Sheet
Controlling Odors from Saline Buildings; PIH-33
Environmental Assurance PrOgratn ; NPPC Manual
Options for Managing Odor ; a report from the Swine Odor Task Force
Nuisance Concerns in Animal Manure Management: Odors and Flies; PRO107, 1995 Conference Proceedings
AMOC - November 11, 1996, Page 5
Available From:
NCSU, County Extension Center
NCSU - BAE
NCSU - BAE
NCSU - BAE
NCSU - BAE
NCSU BAE
NCSU - Swine Extension
NC Pork Producers Assoc
NCSU Agri Communications
Florida Cooperative Extension

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.
El El 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.
ElEl Complete incineration according to 02 NCAC 52C .0102.
El El 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.
EJ 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).
El El 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.
Signature of Farm Owner/Manager
i7/,-112,"7r/ V/At/6)
Date
Signature of Technical Specialist Date

^
Operator:CARROLL JACKSON County: DUP/ IN Date: 04/07/95
Distance to nearest residence (other than owner): 1500.0 feet
1. AVERAGE LIVE WEIGHT (ALW)
0 sows (farrow to finish) x 1417 lbs. = lbs
0 sows (farrow to feeder) x 522 lbs. = lbs
3675 head (finishing only) x 135 lbs. = 496125 lbs
0 sows (farrow to wean) x 433 lbs. = 0 lbs
0 head (wean to feeder) x 30 lbs. = 6 lbs
Describe other : :
Total Average Live Weight = 49612p lbs
Z. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON i
3.
Volume = 496125 lbs. ALW x Treatment Volume(CF)/lb. ALW
Treatment Volume(CF)/lb. ALW = 1 C+/ib. ALW
Volume = 496125 cubic feet
STORAGE VOLUME FOR E;UDGE ACCUMULATION
Volume = 0.0 cubic feet
4. TOTAL DESIGNED VOLUME
SLUDGE ACCUMULATION NOT COMPUTED
AT OWNERS REQUEST. REMOVE SLUDGE
AS NEEDED.
Inside top length (feet)--------------------- 470.0
Inside top width (ƒeet)---------------------- 224.0
Top of dike elevation (feet)----------------- 56.0
Bottom of lagoon elevation (feet)------------ 46.0
Freeboard (feet)----------------------------- 1.0
Side slopes (inside lagoon)------------------ 3.0 : 1
Total design volume using prismoidal formula
SS/END1 SS/FND2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DFPTH
3.0 3.0 3.0 3.0 464.0 218.0 9.0
AREA OF TOP
LENGTH Of WIDTH =
464.0 218.0
AREA OF BOTTOM
LENGTH * WIDTH =
410.0 164.0
AREA OF MIDSECTION
LENGTH it WIDTH * 4
437.0 191.0
101172 (AREA OF TOP)
67257 (ARFA OF BOTTOM)
CU. FT. = [ARFA TOP + (4*AREA MIDSECTION) + AREA BOTTOM]
101171.7 3on142.4 67057.4
* DEPTH/6
1.5
Total Designed Volumc Available = 753557 CU. FT.

TEMPORARY SiORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
'
470.0 224.0 105300.0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 105300.0 square fee.,,. -
Design temporary storage period to be 180 days.
jA. Volume of waste produced
Feces & urine production in gal./day per 135 lb. ALW 1.37
Volume = 496125 lbs. ALW/135 lbs. A|W * 1.37 gal/day
Volume = 906255 gals. or 121157.1 cubic feet
'R. Volume of wash water
180 days
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume =
0.0 gallons/day * 180 days storage/7.48 gallons
Volume - 0.0 cubic feet
. Volume of rainfall in excess of cvaporation
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 = 61425.0 cubic feet
per CF

5D.
6.
^
Volume of 25 year - 24 hour storm
Volume =
Volume =
7.5 inches / 12 inches per foot * DA
65812.5 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A.
5%
5C.
5D.
TOTAL
121157 cubic feet
0 cubic feet
61425 cubic feet
65812 cubic feet
248395 cubic feet
Temporary storage period=-==---=�===-=======>
Rainfall in excess of evaporation===--->
25 year - 24 hour rainfall==
Freeboard=======-====================&======>
Side
Inside top 1ength=_-_==============-========>
Inside top
Top of dike
Bottom of lagoon elevation========='
Total required volume===============-=======/
Actual design
Seasonal high watertable elevation (SHWT)--- >
Stop pumping
Must be > or - to the SHWT elev.========-->
Mist be > or = to min. req. treatment el.=>
Required minimum treatment volume===== ------ >
Volume at stop pumping elevation=-==========>
Start pumping
Must be at bottom of freeboard & 25 yr. rain
Actual volume less 75 yr. 24 hr. rainfall==>
Volume at start pumping elevation===========>
Required volume to be pumped================>
Actual volume planned to be pumped-==-=== ... >
Min. thickness of soil liner when required==>
DESIGNED BY:J8
-`��� D
~44*^U4' �~�^
========>
��
APPROVED BY:�~'DATE! 320
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMEN'
L�D�NERI8����D��
CONTACTlLOCO TO ASSURE THAT
ONDBBaTJUNDUTDJCIESARRE NOT
-
DESTROYED 1-80O'632-4V40
180
7.0
7.5
1.0
3.0
470.0
224.0
56.0
46.0
744520
753557
49.1
52.65
49.1
52.0
496125
499598
54.3
fall
687745
683736
187582
181168
days
inches
inches
feet
: 1
feet
feet
feet
feet
Co. ft.
cu. ft.
feet
feet
feet
feet
cu. ft.
cu. ft.
feet
CU. Tr.
cu. ft.
cu. ft.
feet
*
*
"Ws
909DOES NOT CERTIFY THAT
EXCAVATION AND FILL
VOLUMES ARE CORRECT

SHEET 1 OF 2
OP�TION AND MAINTENANCE PLAk
--------------------------------
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 (7) excess rainfall after evaporation. Also
included is storage for the 25 year - 24 hour storm for±he location.
The volume of waste generated from a giyen number of animals will be
fairly constant throughout the year and from year to year, but excess
rainfall will vary from year to year. The 25 year rainfall will not
be a factor to consider in an annual pumping cycle, but this storage
volume must always be available.
A maximum elevation is determined in each design to begin
pumping and this is usually the outlet invert of pipe(s) from
building(s). If the outlet pipe is not installed at the elevation to
begin pumping, a permanent marker must be installed at this elevation
to indicate when pumping should begin. An elevation must be established
to stop pumping to maintain lagoon treatment depth.
Pumping can be started or stopped at any time between these two
elevations for operating convenienceas site conditions permit, such as
weather, soils, crop, and equipm=nt in order to apply waste without
runoff or leaching.
Land application of waste water is recognized as an acceptable
method of disposal. Methods of application include solid set,
center pivot, guns, and traveling gun irrigation. Care should be
taken when applying waste to. prevent damage to crops.
The following items are to be carried out:
1. It is strongly recommended that the treatment lagoon be pre -
charged to 1/2 its capacity to prevent excessive odors during
start-up. Pre -charging reduces the concentration of the initial
waste entering the lagoon thereby reducing odors. Solids should be
covered with effluent at all times. When precharging is complete,
flush buildings with recycled lagoon liquid. Fresh water should not
be used for flushing after initial filling.
The attached waste utilization plan shall be followed. This
plan recommends sampling and testing of waste (see attachment)
before land application.
0. Begin temporary storage pump -out of the lagoon when fluid level
reaches the elevation 54.3 as marked by permanent marker. Stop pump -
out when the fluid level reaches elevation 52.35 . This temporary
storage, less 25 yr- 24 hr storm, contains 182582 cubic feet or
1365714 gallons.

SHEET 2 OF 2
1. The recommended maximum amount to apply per irrigation is
one (1) inch and the recommended maximum application rate is 0.�
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 bm fertilized as needed
to maintain a vigorous stand.
A. 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.
S. Keep a minimum of 25 feet of grass vegetated buffer around
waste utilization fields adjacent to perennial streams. Waste will
not be applied in open ditches. Do not pump within 200 feet of a
residence or within 100 feet of a well. Waste shall be applied in a
manner not to reach other property and public right-of-ways.
9. The Clean Water Act of 1977 prohibits the discharge of
pollutants into waters of the United States, The Department of
Environment, Health, and Natural Resources, Division of Environ-
mental Management, has the responsibility for enforcing this law.

SHEEi 1 OF 2
SPECIFICnTIONS FOR CONSTRUCTION OF WASTE TRFATMENT LAGOONS
_..... ..... ..... ....
FOUNDATION PREPARATION:
--------------------
The foundation area of the lagoon embankment and building pad shall be
cleared of trees, logs, stumps, roots, brush, boulders,sod and rubbish.
Satisfactory disposition will be made of all debris. The topsoil from
the lagoon and pad area should be stripped and stockpiled for use on
the dike and pad areas. After stripping, the foundation area of the
lagoon embankment and building pad shall be thoroughly loosened prior
to placing the first lift of fill material to get a good bond.
EXCAVATION AND EARTHFILL PLACEMENT:
The completed excavation and earthfill shall conform to the lines,
grades, and elevations shown on the plans. Earthfill material shall
be free of material such as sod, roots, frozen soil, stones over
6 inches in diameter, and other objectionable matelial. To the extent
they are suitable, excavatod materials can be used as fill. The fill
shall be brought up in approximately horizontal layers not to exceed 9
inches in thickness when loose and prior to compaction. Each layer
will be compacted by complete coverage with the hauling and spreading
equipment or standard tamping roller or other equivalent method.
Compaction will be considered adequate when fill material is observed
to consolidate to the point that settlement is not readily detectible.
ATE THE SPECIAL REQUIREMENTS FOR PLACEMENT OF LINERS IN THE LINER
SECTION OF THIS SPECIFICATION. The embankment of the lagoon shall be
installed using the more impervious materials from the required
excavations. Construction of fill heights shall include 5 percent for
settlement. Dikes over 15 feet in height and with an impoundment
capacity of 10 acre-feet or more fall under the jurisdiction of the NC
Dam Safety Law. The height is defined as the difference in elevation
from the constructed height to the downstream toe of the dike.
Precautions shall be taken during construction to prevent excessive
erosion and sedimentation.
| INFR:
__..... ..... ... ....
THE MINIMUM REQUIRED THICKNESS SHALL BE 1.5 ft.
..... _..... ______________________________________________
NOTE: LINERS (PARTIAL OR FULL) ARE REQUIRED WHEN THE ATTACHED SOILS
INVESTIGATION REPORT SO INDICATFS OR WHEN UNSUITABLE MATERIAL IS
LNCOUNTFRED DURING CONSTRUCTION. A TYPICAL CROSS SECTION OF THF LINER
IS INCLUDED IN THE DESIGN WHEN LINERS ARE REQUIRED BY THE SOILS REPORT.
When -areas of unsuitable material are encountered, they will be over -
excavated below finish grade to the specified depth as measured
perpendicular to the finish grade. The foundation shall be backfilled
as specified to grade with a SCS approved material (ie - CL,SC,CH).
RFFER TO THE SOILS INVESTIGATION INFORMATION IN !HE PLANS FOR SPECIAL
CONSIDERA/IONS.

SHEET 9 OF 2
Soil liner material shall come from an approved borrow area. The
minimum water content of the liner material shall be optimum moisture
content which relates to that moisture content when the soil is kneaded
in the hand it will form a ball which does not readily separate. Water
shall be added to borrow as necessary to insure proper moisture content
during placement of the liner. The moisture content of the liner
material shall not be less than optimum water content during placement.
The maximum water content relates to the soil material being too wet
for efficient use of hauling equipment and proper compaction. Proper
compactibn of the liner includes plac=ment in 9 inch lifts and
compacted to at least 90 percent of the maximum ASTM D698 Dry Unit
Weight of the liner material. When smooth or hard, the previous lift
shall be scarified and moistened as needed before placement of the next
lift.
The single most important factor affecting the overall compacted perme-
ability of A clay liner, other than the type of clay used for the
liner, is the efficient construction processing of the compacted liner.
The sequence of equipment use and the routing of equipment in an estab-
lished pattern helps assure uniformity in the whole placement and
compaction process. For most clay soils, a tamping or sheepsfoot
roller is the preferable type of compaction equipment.
The soil liner shall be prutecLed from the discharge of waste outlet
pipes. This can be done by using some type of energy dissipator(rocks)
or using flexible outlets on waste pipes.
Alternatives to soil liners are synthetic liners and bentonite sealant.
When these are specified, additional construction specifications are
included with this Construction Specification.
CUTOFF TRENCH:
-----------------
A cutoff trench shall be constructed under the embankment area when
shown on a typical cross section in the plans. The final depth of the
cutoff trench shall be determined by observation of the foundation
mat2rials.
VEGETATION:
-----------
All exposed embankment and other bare constructed areas shall be seeded
to the planned type of vegetation as soon as possible after construc-
tion according to the seeding specifications. |opsoil should be placed
on areas of the dike and pad to be seeded. Temporary seeding or mulch
shall be used if the recommended permanent vegetation is out of season
dates for seeding. Permanent vegetation should be established as soon
as possible during the next period of approved seeding dates.
_______________ -------------------
When tile drains are encountered, the tilc will be removed to a minimum
of 10 feet beyond the outside toe of slope of the dike. The tile
trcnch shall be backfilled and compacted with good material such as
SC, CL, or C||.

U.S. DEPARTMEN| OF '-RICULTURE
sail Conservation S� vice
NC-ENG 1?
Rev. 6/82
+ARTHWORK COMPUTATION SHEET
NAME: CARROL| JACKSON
SETTLED TOP DIKF ELEVATION 56.0
TYPF EARTHWORK: X Dike _3:1_ SS _ 12'_3op: ___ Fxcav: ___ Pad
ELEV. FILL END AREA SUM OF DISTANCE DOUBLE
GROUND HFIBHT (Sq. Ft.) END AREAS (feet) VOLUMt
0 56.0
10 53.8
56 53.7
92 53.4
192 51.1
292 49.9
338 48.8
394 48.9
494 49.2
544 49.0
604 48.9
684 49.9
834 50.3
865 50.2
945 51.5
981 52.1
991 52.4
1001 56.0
0.0 0.00
2.2 40.92 40.92 10.00
2.3 =47 84.39 46.00
2.6 51.48 94.95 36.00
4.9 130.83 182.31 100.00
6.1 184.83 315.66 100.00
7.2 241.92 426.75 46.00
7.1 236.43 478.35 56.00
6.8 220.32 456.75 100.00
7.0 231.00 451.32 50.00
7.1 236.43 167.43 60.00
6.1 184.83 421.76 80.00
5.7 165.87 350.70 150.00
5.8 170.52 336.39 31.00
4.5 114.75 285.27 80.00
3.9 92.43 207.18 36.00
3.6 82.08 174.51 10.00
0,0 0.00 82.08 10.00
1. Double Volume of Fill
2. Volume of fill (line 1/27) -
3. Allowance for settlement(5%) =
4. Total Cubic Yds (2 + 3)) =
=
Computed by:
Date: 04/07/95
Checked by:
409
3882
3418
18231
31566
19631
26788
45675
22566
28046
33701
52605
10478
22822
7458
1745
821
_______________________
=======================
164895.6 Cu. Ft.
6107.2 Cu. Yd.,
305.4 Cu. Yd.
6412.6 Cu. Yd.

SEwDING SPECIFICATIONS
-
?O�� ~
APR �'��
' � ^..^
AREA TO BE SEEDED: 3.5 ACRES
USE THF SEED MIXTURF INDICATED AS VOLLOWS:
0.0 LBS. FESCUF GRASS AT 60 LBS./ACRE
(BEST SUITED ON CLAYEY OR WET SOI| CONDITIONS)
SEEDING DATES: SEPTEMBER 1 TO NOVEMBER 30
FEBRUARY 1 TO MARCH 30
0.0 LBS; RYE GRAIN AT 30 LBS./ACRE (NURSFRY FOR FESCUE)
0.0 LBS. 'PENSACOLA' BAHIA GRASS AT 60 LBS./ACRF
(SEE FOOTNOTE NO. 1)
28.0 LBS. HULLED COMMON BERMUDA GRASS AT 8 LBS./ACRE
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
0.0 LBS. UNHULLED COMMON BFRMUDA GRASS AT 10 LBS./ACRE
SEEDING DATES: JANUARY 1 TO MARCH 30
0.0 LBS. RYF GRASS AT 40 LBS./ACRE (/EMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
LBS.
APPLY THE FOLLOWING:
3500.0 LBS. OF 10-10-10 FERTILIZER (1000 LBS./ACRF)
7.0 TONS OF DOLOMITIC LIMP (2 TONS/ACRE)
350.0 BALES OF SMALL GRAIN STRAW (100 BALFS/ACRE)
ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING. SHAPE
ALL DISTURBED AREA IMMEDIATELY AFi% EARTH MOVING IS COMPLFTED,,
APPLY LIME AND FERTILIZER THEN DISK TO PREPARE A 3 TO 4 INCH
SMOOTH SEEDBED. APPLY SEED AND FIRM SEEDBED WITH A CULTIPACKER
OR SIMI|AR EQUIPMENT. APP/Y MULCH AND SECURE WITH A MULCH
ANCHORING TOOL OR N�TTIN8.
PENSACOLA BAHIAGRASS IS SLOWER TO ESTAB/ ISH THAN COMMON
BERMUDA GRASS. WHEN USING BAHIA, IT IS RECOMMENDED THAT
LBS./ACRE OF COMMON BERMUDA BE INCLUDED TO PROVIDE COVER
UNTIL BAHIAGRASS IS ESTABLISHED.
8

SHEET 1 OF 2
OP. ATION AND MAINTENANCE PIAI---
This lagoon is designed for waste treatment (permanent storage) and
180 days of temporary storage. |he time required for the planned
fluid level (permanent and temporary storage) to be reached may vary
due to site conditions, weather, flushing operations, and the amount
of fresh water added to the system.
The designed temporary storage consists of 180 days storage for:
(1) waste from animals and (2) excess rainfall after evaporation. Also
included is storage for the 25 year - 24 hour storm for the location.
The volume of waste generated from a given number of animals will be
fairly constant throughout the year and from year to year, but excess
rainfall will vary from year to year. The 25 year rainfall will not
be a factor to consider in an annual pumping cycle, but this storage
volume must always be available.
A maximum elevation is determined in each design to begin
pumping and this is usually the outlet invert of pipe(s) from
building(s). If the outlet pipe is not installed at the elevation to
begin pumping, a permanent marker must be installed at this elevation
to indicate when pumping should begin. An elevation must be established
to stop pumping to maintain lagoon treatment depth.
Pumping can be started or stopped at any time between these two
elevations for operating convenienceas site conditions permit, such as
weather, soils, crop, and equipment in order to apply waste without
runoff or leaching.
Land application of waste water is recognized as an acceptable
method of disposal. Methods of application include solid set,
center pivot, guns, and traveling gun irrigation. Care should be
taken when applying waste to. prevent damage to crops.
The following items are to be carried out:
1. It is strongly recommended that the treatment lagoon be pre
charged to 1/2 its capacity to prevent excessive odors during
start-up. Pre -charging reduces the concentration of the initial
waste entering the lagoon thereby reducing odors. Solids should be
covered with effluent at all times. When precharging is complete,
flush buildings with recycled lagoon liquid. Fresh water should not
be used for flushing after initial filling.
2. The attached waste utilization plan shall be followed. This
plan recommends sampling and testing of waste (see attachmcnt)
before land application.
3. Begin temporary storage pump -out of the lagoon when fluid level
reaches the elevation 54.6 as marked by permanent marker. Stop pump -
out when the fluid levcl reaches elevation 5�.35 . This temporary
storage, less 25 yr- 24 hr storm, contains 182582 cubic feet or
1365714 gallons.

SHEET 2 OF 2
1. 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. Rcpair 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.
S. Keep a minimum of 25 feet of grass vegetated buffer around
waste utilization fields adjacent to perennial streams. Waste will
not be applied in open ditches. Do not pump within 200 feet of a
residence or within 100 feet of a well. Waste shall be applied in a
manner not to reach other property and public right-of-ways.
9. The Clean Water Act of 1977 prohibits the discharge of
pollutants into waters of the United States. The Department of
Environment, Health, and Natural Resources, Division of Fnviron-
mental Management, has the responsibility for enforcing this law.