820200_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.
l . Farm Number: 82-0200 Certificate Of Coverage Number:
2. Facility Name: Zack McCullen Farm 1-4, 7-10
3. Landowner's Name (same as on the Waste Management Plan): Evel) n Faye McCullen
4. Landowner's Mailing Address: 1007 Lh od St
City: Clinton State: NC
Telephone Number: 910-592-3321 Ext. E-mail:
5. Facility's Physical Address: 927 Governer Moore Rd
City: Clinton State:
6. County where Facility is located: Sampson
7. Farm Manager's Name (if different from Landowner):
g. Farm Manager's telephone number (include area code):
9. Integrator's Name (if there is not an Integrator, write "None"):
10. Operator Name (OIC): Zack McCullen IV
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
NC
Zack McCullen_ Jr
910-385-6166 Ext,
Prestaae Farms Inc
Phone No.: 910-385-6166
Allowable Count
5,680
AWS820200
Zip: 28328
Zip: 28328
OIC #: 996418
Dry Poultry
Other Types
Nor, Laying Chickens
Horses - Horses
Laying Chickens
Horses - Other
Pullets
Sheep - Sheep
Turkeys
Sheep - Other
Turkey Pullet
Wet Poultm
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 .tee
CLAY
+ 097
39 LDS
19.00
1,995
C,-a
/86 ooc
3 cop
--"� 19.6
3
J 9
eLA
( 7
7q Lo 41
4.9- • J9,0
-3-
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:
1. The most recent Waste Utilization Plan (WUP), signed 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
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: 2019PermitRenewal re ncdenr.gov

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: Title:
Signature W Date:
i
Name:
Signature: _
Name:
Signature: _
Title: ,
Date:
Title:
Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NCDEQ-DW R
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Telephone number: [phone]
E-mail: 2019PermitRenewal@ncd en r.gov
FORM: RENEWAL -STATE GENERAL 02/2019

RECElVW.'iMC"= L 77T
APR 0 3 2019
PLOY COOPER
MICHAEL $. REGAN � ; Regional Cperations Sedooi
LINDA, CULPEPPER NORTH CAROLI 4tA
oinlaor E'nvF vPmenral Qua1W
February 27, 2019
Evelyn Faye McCullen
Zack McCullen Farml-4, 7-10
1007 Llyod St
Clinton, NC 28328
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 htigs:HdN.nc.gov/about/divisions/water-resources/water-quality-re iog nal-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, -ou must submit an application for
permit coverage to the Division. Enclosed you will find a 'Request for Certificate of Coverage Faciliy Currently Covered by an
Expiring State Non -Discharge General Permit." The application form must be completed. signed and returned b4 April 3 2019.
Please note that Vou must include one I11 con►' of the Certified Animal Waste Management Plan tCAWMPI with the
comnleted and signed application form. A list of items included in the CAWMP can be found on naLe 2 of the renewal
application form
Failure to request renewal of your coverage under a general permit within the time period specified may result in a civil penalty.
Operation of your facility without coverage under a valid general permit would constitute a violation of NCGS 143-215.1 and could
result in assessments of civil penalties of up to $25,000 per day.
If you have any questions about the State Non -Discharge General Permits, the enclosed application, or any related matter please feel
free to contact the Animal Feeding Operations Branch staff at 919-707-9100.
Sincerely,
A 1�_�
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 - AWS820200
Prestge Farms Inc
t holl-Cs-o raDeoa-tTe-t9E-Vrr rme•ts Q.sly vsa-of4'rcterResc r s
M2 N. Srr sb,.4 St. I IS38 Ma' Sern"ze rer%- I Rs e'e , iti'wf ra-o'ra 27£ -1£SS
ci5:c:�r. 319.:7W S� 0

Waste Utilization Plan
Producer: Evelyn Faye McCullen County: Sampson
Name of Farm: Zack McCullen Jr. Farm 1-4, 7-10
Location: 1007 Lloyd St.
Clinton NC 28328
Phone: [phone]
Type of Operation: Feed -Finish
Number of Animal: 5680
Storage Structure: Anaerobic Lagoon
Method of Application: Irrigation
Amount of waste produced per year: 10792 ton/year
Amount of plant available N (PAN) produced/year: 4099 lbs./year
The waste from your animal facility must be land applied at a specified rate to prevent
pollution of surface water and/or groundwater. The plant nutrients in the animal waste
should be used to reduce the amount of commercial fertilizer required for the crops in the
fields where the waste is to be applied.
This waste utilization plan uses nitrogen as the limiting nutrient. Waste should be analyzed
before each application cycle. Annual soil tests are strongly encouraged so that all plant
nutrients can be balanced for realistic yields of the crop to be grown.
Several factors are important in the implementing your waste utilization plan in order to
maximize the fertilizer value of the waste and to ensure that it is applied in an environmentally
safe manner.
1. Always apply waste based on the needs of the crop to be grown and the nutrient
content of the waste. Do not apply more nitrogen than the crop can utilize.
^` 2. Soil types are important as they have different infiltration rates, leaching potentials,
cation exchange capacities, and available water holding capacities.
3. Normally waste shall not be applied to land eroding at more than 5 tons per acre per
year. Waste may be applied to land eroding at 5 or more tons per acre annually, but
less than 10 tons per acre per year providing that adequate filter strips are
established.
4. Do not apply waste on saturated soils, when it is raining, or when the surface is
frozen. Either of these conditions may in runoff to the surface waters which is not
allowed under DWQ regulations.
5. Wind conditions should also be considered to avoid drift and downwind odor problems.
6. To maximize the value of the nutrients for crops production and to reduce the potential for
pollution, the waste should be applied to a growing crop or applied not more than 30 days
prior to planting a crop or forages breaking dormancy. Injecting the waste or disking will
conserve nutrients and reduce odor problems.
This plan is based on the waste application method shown above. If you choose to change methods
in the future, you need to revise this plan. Nutrient levels for different applications methods are
not the same.
The estimated acres needed to apply the animal waste is based on typical nutrient content for
this type of facility. Acreage requirements should be based on the waste analysis report from
your waste management facility. In some cases you may want to have plant analysis made, which
DPP r, ?, MR
Wate-Quallty

Zack McCullen Jr. Farm 1-4, 7-10
Page 2
could allow additional waste to be applied. Provisions shall be made for the area receiving
waste to be flexible so as to accommodate changing waste analysis content and the crop type.
Lime must be applied to maintain pH in the optimum range for specific crop production. This
waste utilization plan, if carried out, meets the requirements for compliance with 15A NCAC
2H .0217 adopted by the Environmental Management Commission.
YOUR WASTE UTILIZATION PLAN IS BASED ON THE FOLLOWING:
Tract No.
Field No.
Soil Type
Crop
Code
Yield/Ac
Lbs. N
unit
Acres
Lbs N
Used
Month to
I Apply
Lbs. N
Per Ac.
6067
1
NoA
CB -Graze
4.6
50
2.46
5661
MAR-OCT
230
6067
1
NoA
OS -Graze
1
50
2.46
123
OCT-MAR
50
6067
2A
NoA
CB -Graze
4.6
50
3.00
690
MAR-OCT
230
6067
2A
NoA
OS -Graze
1
50
3.00
150
OCT-MAR
50
6044
2B
NoA
CB -Graze
4.6
50
1.64
377
MAR-OCT
230
6044
2B
NoA
OS -Graze
1
50
1.64
82
OCT-MAR
50
6044
3A
NoA
CB -Graze
4.6
50
3.11
715
MAR-OCT
230
6044
3A
NoA
OS -Graze
1
50
3.11
156
OCT-MAR
50
6044
3B
NoA
CB -Graze
4.6
50
2.62
603
MAR-OCT
230
6044
3B
NoA
OS -Graze
1
50
2.62
131
OCT-MAR
50
6044
4A
NoA
CB -Graze
4.6
50
3.48
800
MAR-OCT
230
6044
4A
NoA
OS -Graze
1
50
3.48
174
OCT-MAR
50
6044
46
NoA
CB -Graze
4.6
50
3.24
745
MAR-OCT
230
6044
46
NoA
OS -Graze
1
50
3.24
162
OCT-MAR
50
6044
5A
NoA
CB -Graze
4.6
50
4.11
945
MAR-OCT
230
6044
5A
NoA
OS -Graze
1
50
4.11
206
OCT-MAR
50
6044
513
NoA
CB -Graze
4.6
50
4.31
991
MAR-OCT
230
6044
5B
NoA
OS -Graze
1
50
4.31
216
OCT-MAR
50
2325
6A
OrA
CB -Graze
4.7
50
5.45
1281
MAR-OCT
235
2325
6A
OrA
OS -Graze
1
50
5.45
273
OCT-MAR
50
2325
6B
OrA
CB -Graze
47
50
2.98
700
MAR-OCT
235
2325
6B
OrA
OS -Graze
1
50
2.98
149
OCT-MAR
50
6022
7A
OrA
CB -Graze
4.7
50
5.45
1281
MAR-OCT
235
6022
7A
OrA
OS -Graze
1
50
5.45
273
OCT-MAR
50
6022
7B
OrA
CB -Graze
4.7
50
3.04
714
MAR-OCT
235
6022
7B
OrA
OS -Graze
1
50
3.04
152
OCT-MAR
50
2324
8A
OrA
CB -Graze
4.7
50
5.08
1194
MAR-OCT
235
2324
8A
OrA
OS -Graze
1
50
5.08
254
OCT-MAR
50
2324
813
OrA
CB -Graze
4.7
50
2.83
665
MAR-OCT
235
2324
813
OrA
OS -Graze
1
50
2.83
142
OCT-MAR
50
5970
9
OrB
SA -Graze
1
110
2.96
326
APR-JUL
110
5970
9
OrB
WA Graze
1
100
2.96
296
SEP-APR
100
5970
10
OrB
SA -Graze
1
110
1.94
213
APR-JUL
110
5970
10
OrB
WA -Graze
1
100
1.94
194
SEP-APR
100
Total 57.70 15939 lbs.
Avail. Nitrogen 4099 lbs.
Surplus or deficit -11840 lbs.
Applying the above amount of waste is a big job. You should plan time and have appropriate equipment to apply
the waste in a timely manner

Zack McCullen Jr. Farm 1-4, 7-10 Page 3
The applicator is cautioned that P and K may be over applied while meeting the N requirements. In the future,
regulations may require farmers in some parts of North Carolina to have a nutrient management plan that
addresses all nutrients. This plan only addresses nitrogen.
In interplanted fields (i.e. small grain, etc. interseeded in bermudagrass), forage must be removed through
grazing, hay and /or silage. Where grazing, plants should be grazed when they reach a height of six to nine
inches. Cattle should be removed when plants are grazed to a height of four inches. In fields where small grain
etc. is to be removed for hay or silage, care should be exercised not to let small grain to reach materity,
especially late in the season ( i.e. April or May) Shading may result if small grain gets too high and this will
definitely interfere with the stand of bermudagrass. This loss of stand will result in reduced yields and less
nitrogen being utilized. Rather than cutting small grain for hay or silage just before heading as is the normal
situation, you are encouraged to cut the small grain earlier. You may want to consider harvesting hay or silage
two to three times during the season, depending on the time small grain is planted in the fall.
The ideal time to interplant small grain, etc. is late September or early October. Drilling is recommended over
broadcasting. Bermudagrass should be grazed or mowed to a height of about two inches before drilling for best
results.
Caution must be exercised in grazing or haying summer annuals under stressed conditions. Nitrate poisoning
may occur in livestock. Sampling forage or hay for nitrate levels is recommended.
Acres shown in the tables are considered to be the usable acres excluding required buffers, filters strips along
ditches, odd areas unable to be irrigated, and perimeter areas not receiving full application rates due to
equipment limitations. Actual total acres in the field listed may, and most likely will be, more than the acres
shown in the tables.
See attached map showing the fields to be used for the utilization of animal waste.
SLUDGE APPLICATION:
The waste utilization plan must contain provisions for periodic land application of sludge at agronomic rates. The
sludge will be nutrient rich and will require precautionary measures to prevent over application of nutrients or
other elements. Your production facility will produce approximately 2045 lbs. of plant available
nitrogen per year in the sludge.
If you remove sludge every 5 years you will have approximately 10224 lbs. of PAN to utilize. Assuming you
apply this PAN to hybrid bermudagrass hayland at the rate of 300 lbs/acre you will need 34
acres of land. if you apply the sludge to corn at the rate of 125 lbs. of nitrogen per acre you will need 82
acres of land. Please be aware that these are only estmates of the PAN and the land needed. Actual
requirements could vary by 25% depending on the sludge waste analysis, soil types, realistic yields, and
application methods.
APPLICATION OF WASTE BY IRRIGATION
The irrigation application rate should not exceed the intake rate of the soil at the time of irrigation such that
runoff or ponding occurs. This rate is limited by initial soil moisture content, soil structure, soil texture, water
droplet size, and organic solids. The application amount should not exceed the available water holding capacity

Zack McCullen Jr. Farm 1-4, 7-10
Page 4
of the soil at the time of irrigation nor should the plant available nitrogen applied exceed the nitrogen needs of
the crop.
If surface irrigation is the method of land application for this plan, it is the responsibility of the producer and
irrigation designer to ensure that an irrigation system is installed to properly irrrigate the acres shown in tables.
Failure to apply the recommended rates and amounts of nitrogen shown in the tables may make this plan
invalid.
The following table is provided as a guide for establishing application rates and amounts.
Tract No.
Field No.
Soil Type
Crop
Code
Applic.
Rate(in/hr)
Applic.
Amount
6067
1
NoA
CB -Graze
0.5
1.0
6067
1
NoA
OS -Graze
0.5
1.0
6067
2A
NoA
CB -Graze
0.5
1.0
6067
2A
NoA
OS -Graze
0.5
1.0
6044
2B
NoA
CB -Graze
0.5
1.0
6044
2B
NoA
OS -Graze
0.5
1.0
6044
3A
NoA
CB -Graze
0.5
1.0
6044
3A
NoA
OS -Graze
0.5
1.0
6044
3B
NoA
CB -Graze
0.5
1.0
6044
3B
NoA
OS -Graze
0.5
1.0
6044
4A
NoA
CB -Graze
0.5
1.0
6044
4A
NoA
OS -Graze
0.5
1.0
6044
4B
NoA
CB -Graze
0.5
1.0
6044
4B
NoA
OS -Graze
0.5
1.0
6044
5A
NoA
CB -Graze
0.5
1.0
6044
5A
NoA
OS -Graze
0.5
1.0
.6044
5B
NoA
CB -Graze
0.5
1.0
6044
5B
NoA
OS -Graze
0.5
1.0
2325
6A
OrA
CB -Graze
0.5
1.0
2325
6A
OrA
OS -Graze
0.5
1.0
2325
6B
OrA
CB -Graze
0.5
1.0
2325
6B
OrA
OS -Graze
0.5
1.0
6022
7A
OrA
CB -Graze
0.5
1.0
6022
7A
OrA
OS -Graze
0.5
1.0
6022
7B
OrA
CB -Graze
0.5
1.0
6022
7B
OrA
OS -Graze
0.5
1.0
2324
8A
OrA
CB -Graze
0.5
1.0
2324
8A
OrA
OS -Graze
0.5
1.0
2324
8B
OrA
CB -Graze
0.5
1.0
2324
8B
OrA
OS -Graze
0.5
1.0
5970
9
OrB
SA
0.5
1.0
5970
9
OrB
WA
0.5
1.0
5970
10
OrB
SA
0.5
1.0
5970
10
OrB
WA
0.5
1.0

Zack McCullen Jr. Farm 1-4, 7-10
Page 5
This is the maximum application amount allowed for the soil assuming the amount of nitrogen allowed for the
crop is not over applied. In many situations the application amount shown cannot be applied because of the
nitrogen limitations. The maximum application amount shown can be applied under optimum soil conditions.
Your facility is designed for 180 days of temporary storage and the temporary storage must be removed on the
average of once every 6 months. In no instances should the volume of the waste be stored in your structure
be within the 25 year 24 hour storm storage or one foot of freeboard except in the event of the 25 year 24 hour
storm.
It is the responsibility of the producer and the waste applicator to ensure that the spreader equipment is operated
properly to apply the correct rates shown in the tables. Failure to apply the recommended rates and amounts of
nitrogen shown in the tables may make this plan invalid.
Call your technical specialist after you have receive the waste analysis report for assistance in determining the
amount of waste per acre and the proper application rate prior to appling the waste.
NARRATIVE OF OPERATION

Zack McCullen Jr. Farm 1-4, 7-10 Page 6
WASTE UTILIZATION PLAN
REQUIRED SPECIFICATIONS
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 which reaches surface water is prohibited.
2. There must be documentation in the design folder that the producer either owns or has an
agreement for use of adequate land on which to properly apply waste. If the producer
does not own adequate land to properly dispose of waste, he/she shall provide a copy 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 facility to
secure an update of the Waste Utilization Plan when there is a change in the operation,
increase in the number of animals, method of utilization, or available land.
3. Animal waste shall be applied to meet, but not exceed, the nitrogen needs for realistic crop
yields based on soil type, available moisture, historical data, climatic conditions, and level
of management, unless there are regulations that restrict the rate of application 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 that is eroding at 5 or more tons, but less than 10 tons per. acre per
year providing grass filter strips are installed where runoff leaves the field. (See FOTG
standard 393 - Filter Strip).
5. Odors can be reduced by injecting the waste or disking after waste application. Waste
should not be applied when there is danger of drift from the irrigation field.
6. When animal waste is to be applied on acres subject to flooding, it will be soil incorporated
on conventionally tilled cropland. When applied to conservation tilled crops or grassland,
the waste may be broadcast provided the application does not occur during a season
prone to flooding. (See "Weather and Climate in North Carolina" for guidance.)
7. Liquid waste shall be applied at rates not to exceed the soil infiltration rate that runoff
does not occur offsite or to the 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 or flies.
8. Animal waste shall not be applied to saturated soils, during rainfall events, or when the
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. Waste nutrients shall not be applied in fall or winter for spring planted crops on soils with a
high potentual 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 residenrial property boundary
and from any perennial stream or river (other than an irrigation ditch or canal. Animal
waste other than swine waste from facilities sited on or after October 1, 1995), shall not be
applied closer than 25 feet to perennial waters. (See Standard 393 - Filter Strips).

Zack McCullen Jr. Farm 1-4, 7-10 Page 7
REQUIRED SPECIFICATIONS
(continued)
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 he landowner.
14. Waste shall be applied in a manner not to reach other property and public right-of-ways.
15. Animal waste shall not be discharged into surface waters, drainageways, or wetlands by
discharge or by over -spraying. Animal waste may be applied to prior converted wetlands
provided they 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 vegtation 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 evidences 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 illigal 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 vegetation 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 the bottom elevations of the
temporary storage (pumping volume) of all waste treatment lagoons. Pumping shall be
managed to maintain the liquid level between the markers. A marker will be required to
mark the maximum storage volume for waste storage ponds.
22. Waste shall be tested within 60 days of utilization and soil shall be tested at least annually
at crop sites where waste products are applied. Nitrogen shall be the rate -determining
element. Zinc and copper levels in the soil shall be monitored and alternative crop sites
shall be used when these metal approach excessive levels. pH shall be adjusted for
optimum crop production and maintained. Soil and waste analysis records shall be kept
for five (5) years. Poultry dry waste application records shall be maintained for three (3)
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.

Page 8
WASTE UTILIZATION PLAN AGREEMENT
Name of Farm: Zack McCullen Jr. Farm 1-4, 7-10
Owner/Manager Agreement.
I (we) understand and will follow and implement the specifications and the operation and maintenance procedures
established in the approved animal waste utilization plan for the farm named above. I (we) know that any
expansion to the existing design capacity of the waste treatment and storage system or construction of new
facilities will require a new certification to be submitted to the North Carolina Division of Water Quality (NCDWQ)
before the new animals are stocked. I (we) also understand that there must be no discharge of animal waste from
this system to the surface waters of the state from a storm event less severe than the 25-year, 24 hour storm.
The approved plan will be filed on -site at the farm office and at the office of the local Soil and Water Conservation
District and will be available for review by NCDWQ upon request.
Name of Facility Owner: Evelyn Faye McCullen
a
Signature:-e�,a.,
Name of Manager (If different from owner)
Signature:
Name of Person Preparing Plan: G. Glenn Clifton
Affiliation: Prestage Farms, Inc. Phone: [phone]
Address: P.O. Box 438
Clinton, NC 28329
Signature: 99, ' 4--
Date: /© —0 X 15
Date:
Date: /D $ a

IRRIGATION SYSTEM PARAMETERS
Land Owner: Zack McCullen. Jr.1-4.7-10
Date: 10/8/15
Address: 1007 Lloyd St.
Clinton NC 28328 Facility No
Telephone: [phone]
County:
TABLE 1- Field Specifications
82-200
Sampson
Field No.
and/or
Pull No.
Maximum
Usable
Size of
Field
Soil Type
Slope
(%
Crop(s)
Maximum
Application
Rate
(in/hr)
Maximum
Application
per Irrigation
Cycle
(inches)
1
2.46
NoA
0-2
CB-OS(graze)
0.5
1.0
2A
3.00
NoA
0-2
CB-OS(graze)
0.5
1.0
2B
1.64
NoA
0-2
CB -OS( raze)
0.5
1.0
3A
3.11
NoA
0-2
CB-OS(graze)
0.5
1.0
3B
2.62
NoA
0-2
CB-OS(graze)
0.5
1.0
4A
3.48
NoA
0-2
CB-OS(graze)
0.5
1.0
4B
3.24
NoA
0-2
CB-OS(graze)
0.5
1.0
5A
4.11
NoA
0-2
CB-OS(graze)
0.5
1.0
5B
4.31
NoA
0-2
CB-OS(graze)
0.5
1.0
6A
5.45
OrA
0-2
CB-OS(graze)
0.5
1.0
6B
2.98
OrA
0-2
CB-OS(graze)
0.5
1.0
7A
5.45
OrA
0-2
CB-OS(graze)
0.5
1.0
7B
3.04
OrA
0-2
CB-OS(graze)
0.5
1.0
8A
5.08
OrA
0-2
CB-OS(graze)
0.5
1.0
8B
2.83
OrA
0-2
CB-OS(graze)
0.5
1.0
9
2.96
OrB
0-6
SA, WA(graze)
0.5
1.0
10
1.94
OrB
0-6
SA, WA(graze)
0.5
1.0
57.70
Computed By: �..,
G. Glenn Clifton
Prestage Farms, Inc.
!-1

Land owner:
Irrigation System
Designation:
Wetted Diameter:
Spacing:
Hydrant Layout:
Hard Hose Traveling Gun System
Zack McCullen Jr. 1-4, 7-10 Facility Number:
X
Existing Irrigation System
270
feet
60% 1-5B
160
feet 85% 6A-76
75% 9-10
X
Multiple Hydrants
82-200
New/Expanding
Irrigation System
Single Hydrant
Pull
Number
Lane
Spacing
Pull
Length
Location
Ext/Int
Middle
Start
End
Stop
End
Total
Acres
1
160
530
Ext
1.90
0.56
2.46
2A
160
690
Int
2.53
0.47
3.00
2B
160
460
Ext
1.36
0.28
1.64
3A
160
720
Int
2.64
0.47
3.11
3B
160
585
Int
2.15
0.47
2.62
4A
160
820
Int
3.01
0.47
3.48
4B
160
755
Int
2.77
0.47
3.24
5A
160
720
Ext
3.55
0.56
4.11
5B
160
760
Ext
3.75
0.56
4.31
6A
230
840
Ext
4.82
0.63
5.45
6B
230
410
Ext
2.35
0.63
2.98
7A
230
840
Ext
4.82
0.63
5.45
7B
230
420
Ext
2.41
0.63
3.04
8A
Single
840
Ext
4.68
0.40
5.08
8B
Single
435
Ext
2.43
0.40
2.83
9
200
445
Ext
2.40
0.56
2.96
10
200
255
Ext
1.38
0.56
1.94
Total
57.70
Computed By: cA- &m=
G. Glenn Clifton
Prestage Farms, Inc.

i ti
J
GJ Cii
�.:�yi
-.. ,
TIP
V1 p0
sue.:._
l'
CJ
�Y
�F.
- -'aI. T.h ,z
4 •'1,

6U6L
Operator:ZACK McCULLEN /-Z County: SAMPSON Date: 12-09-96
distance to nearest residence (other than owner): 0 feet
1. AVERAGE LIVE WEIGHT (ALW)
0 sows
(farrow to finish)
x
1417
lbs. =
0
lbs
0 sows
(farrow to feeder)
x
522
lbs. =
0
lbs
1500 head
(finishing only)
x
135
lbs. =
202500
lbs
0 sows
(farrow to wean)
x
433
lbs. =
0
lbs
0 head
(wean to feeder)
x
30
lbs. =
0
lbs
Describe
other :
135
lbs
Total
Average
Live
Weight =
202635
lbs
2. MINIMUM REQUIRED TREATMENT VOLUME
OF LAGOON
Volume
= 202635 lbs. ALW x Treatment Volume(CF)/lb.
ALW
Treatment Volume(CF)/lb. AI,W
=
1 CF/lb. ALW
Volume
= 202635 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0 cubic feet
4. TOTAL DESIGNED VOLUME
Inside top..length (feet) ---------------------
Inside top width (feet) ----------------------
Top of dike elevation -(feet) -----------------
Bottom of lagoon elevation (feet) ------------
Freeboard (feet) -----------------------------
Side slopes (inside lagoon) ------------------
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH
2.0 2.0 2.0 2.0 267.5
AREA OF TOP
LENGTH * WIDTH =
267.5 150.0
AREA OF BOTTOM
LENGTH * WIDTH =
211.1 93.6
AREA OF MIDSECTION
LENGTH *,WIDTH * 4
239.3 121.8
271.5
154.0
50.0
34.9
1.0
2.0 . 1
WIDTH DEPTH
150.0 14.1
40125 (AREA OF TOP)
19758.96 (AREA OF BOTTOM)
116586.96 (AREA OF MIDSECTION * 4)
CU. FT. = [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
40125.0 116587.0 19759.0 2.4
Total Designed Volume Available=414706.66 CU. FT

S. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA
Lagoon (top of dike)
Length * Width =
271.5 154.0
41811.0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 41811.0 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 = 202635 lbs. ALW/135 lbs ALW * 1.37 gal/day 180 days
Volume = 370146.6 gals. or 49484.8 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 or excess water. Flush system,
that recirculate the lagoon water are accounted for in 5A.
Volume = 0.0 gallons/day * 180 days storage/7.48 gal l o,
Volume = 0.0 cubic feet per C1
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount
180 days excess rainfall =
Volume = 7.0 inches * DA / 12 inches per foot
Volume = 24389.8 cubic feet
5D. Volume of 25 year - 24 hour storm
Volume = 7.0 inches / 12 inches per foot * DA
Volume
= 24389.8
cubic
feet
3
jTOTAL
s
REQUIRED TEMPORARY
STORAGE`'
i5A.
49485
cubic
feet
5B.
0
cubic
feet
J 5C.
24390
cubic
feet
5D.
24390
cubic
feet
TOTAL
98264
cubic
feet..----1
7.0 inches

6. SUMMARY
Temporary storage period====================> 180
Rainfall in excess of evaporation===========> 7.0
25 year 24 hour.rainfall==================> 7.0
Freeboard=====================-=============> 1.0
Side slopes_________________________________> 2.0
Inside top length___________________________> 271.5
Inside top width=___________________________> 154.0
Top of dike elevation=======================> 50.0
Bottom of lagoon elevation==============-===> 34;...9
Total required volume=====================_ > 30Q899=
Actual design volume======================_ >4;1470666
Seasonal high watertable elevation (SHWT)===> 0.0
Stop pumping elev.__________________________> 0.0
Must be > or = to the SHWT elev.==========> 0.0
Must be > or = to min. req. treatment el.=> 40.9
Required minimum treatment volume===========> 202635
Volume at stop pumping elevation============>-174045
Start pumping elev._________________________> 0.0
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr - 24 hr rainfall===> 390317
Volume at start pumping elevation===========>.-174045
Required volume to be pumped================> 73874
Actual volume to be pumped__________________> 0
Min. thickness of soil liner when required==> 2.2
7. DESIGNED BY: APPROVED BY:
DATE: DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:
days
inches
inches
feet
1
feet
feet
feet
feet
cu. ft.
cu. ft.
feet
feet
feet
feet
cu. ft.
cu. ft.
feet
cu. ft.
cu. ft.
cu. ft.
cu. ft.
feet

W5

SHEET.1 OF 2
OPERATION AND MAINTENANCE PLAN
This lagoon is designed for waste treatment (permanent storage) and
180 days of temporary storage. The time required for the planned
fluid level (permanent and temporary storage) to be reached may vary
due to site conditions, weather, flushing operations, and the amount
of fresh water added to the system.
The designed temporary storage consists of 180 days storage for-
(1) waste from animals and (2) excess rainfall after evaporation. Also
included is storage for the 25 yr - 24 hr storm for the location and a
heavy rain factor. 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 heavy rain
factor and 25 yr rainfall will not be a factor to consider in an annual
pumping cycle, but this storage volume must always be available.
The waste produced by the animals shall be utilized in accordance with
an approved waste utilization plan. Highly visible markers shall be
installed to mark the upper and lower elevations of the temporary
storage (pumping volume). Pumping shall be done as necessary to
maintain the liquid level between these markers.
Pumping can be started or stopped at any time between these two
elevations for operating convenience as site conditions permit, such as
weather, soils, crop, and equipment in order to apply waste without
runoff or leaching.
Land application of waste water is recognized as an acceptable
method of disposal. Methods of application include solid set,
center pivot, guns, and traveling gun irrigation. Care should be
taken when applying waste to prevent damage to crops.
The following items are to be carried out:
1. Before wastes are introduced, the waste treatment lagoon shall be
charged to 1/2 its treatment volume to prevent excessive odors during
start-up. Pre -charging reduces the concentration of the initial
waste entering the lagoon thereby reducing odors. Solids should be
covered with effluent at all times. When precharging is complete,
flush buildings with recycled lagoon liquid. Fresh water should not
be used for flushing after initial filling.
2. The attached waste utilization plan shall be followed. This
plan recommends sampling and testing of waste (see attachment)
before land application.

3. Begin temporary storage pump -out of the lagoon when fluid level
reaches the elevation 48.30 as marked by permanent marker. Stop pump -
out when the fluid level reaches elevation 46.30 This temporary
storage less 25 yr and heavy rain contains 74,675 cubic feet or
558,570 gallons.

9
USDA-SCS
Raleigh, N. C.
Rev. 2/82
ANIMAL WASTE MANAGEMENT SYSTEM
Engineering Design Work Sheet
Field Office CL;F,i��.,P
Design by ; `7:'":=,4 - Date 8-D-85
Owner's Name f' C.
Location i7 L-IZ-
--
,..
(attach watershed location sketch)
Population (est) within 1/4 mi. 0 No. of inhabited houses.within
1/4 mi. Distance to nearest inhabited house other than
operator's --'>
Type of livestock HOGS_ _ _ Type of operation (check one)
Farrow to finish Farrow to feeder pig Finish x Other��- -v_�-
Type of confinement facility (flush, pit, number of houses, dimension.of
houses, etc.) -•7 w7,io _ Ly,�S .S 1 y - _.�----
Type of waste treatment: Anaerobic lagoon .& holding pond , Anaerobic
lagoon with holding Volume �, holding pond , pit or tank
other
Method of handling waste when design capacity is reached (i.e., pump & irrigation,
a
honeywagon, etc.) ci rr c �{= _,> c,—eV
La?oon & Storaoe Design Data
Type, number, and sizes of livestock:
Total No. for design
sows x 1bs = lbs
boars x lbs = lbs
pigs x 1 1bs = .67-00. Tbs
E
_ pigs x _ lbs = lbs
or: Total lbs for design _�,•,'�c; _ lbs.-

-2_
Design Capacity for Anaerobic Lagoon Treatfknt and Odor Control
Use cu. ft./lb. or cu. ft./animal
1• -;.,: ��'�'-C�� (lbs) or (animals) x � (cu.ft./lb) or (cu.ft./animal) _
2. Estimate size of lagoon: x e- x t.- w/ ss =
length width depth
cu. ft.
Design for Holding Pond
Design period :'' days. y (Longest anticipated period before pumpout)
25-year storm f inches. Normal precipitations less evaporation
for design period , inches.
Waste production = ,cc f a_:, __l bs/day/l b. live wt.
3. Volume of waste =; ;;lbs. live apt, x _00,:E�5 lbs./da /lb.ly. wt.
62.4 lbs cue t.
x days = '-+ 1%' cu. f t o is
4. Volume of wastewater = dal.,_/day. /animal x _ animals
l -
7,5 gaCU.ft.
x days- = cu. ft.
5. Formal precipitation less evaporation on lagoon surface for design period =
'-i- in.- x ft. x g" _
i . ? o ft; i5 �� cu. ft.
12 in/ft length width y_
6. Normal precipitation less evaporation on holding �
P g pond surface for design period
inches x ft. x ft. = cu. ft.
- 12 in/ft length width
R
7. Storage required for 25-year storm .on lagoon surface =
in. x ft. x ft. = cu. ft.
12 in/ft length width
8. Storage required for 25-year storm on holding pond surface =
in. x ft. x ft. = c'u. ft.
width

nod
9° Total capacity needed for holding pond (add #`s 39 49 59 69 i, & 8) =
cu. ft.
10° Total capacity needed for treatment lagoon (add #Is 1 & 9 when treatment
lagoon & holding pond are one component) = y-,o� cu. ft.
Planned Capacit-�,, for Treatment La*obn
ft° x ft° 10 ft. w/ ? ss -
avg° length avg° width avg. depth
Planned Capacity for Holding Pond
ft. x - ft. x ft. w/ ss =
avg° engt avg° wi t avg° depth
cu. ft. ,
Design for Disposal -Area
Annual nitrogen production in fresh waste =
1 bs N11 b/day x _�;. 1 bs to x 365 days = 2 5 iG1 bs °
Assume E % N doss during anaerobic lagoon treatment, storage & land application°
Estimated N available for crop =,. � _ - lbs x%S% Ibs°
Type of vegetation or crop to be grown at the disposal site cpF r,
Timing and rate of -application
Z
Estimated acres needed for effluent dis osal
p
�©e1'j � r
a

SHEET 2 OF 2
4. The recommended maximum amount to apply per irrigation and
recommended maximum application rate is shown in the waste utilization
plan. Refer to the waste utilization plan for further details.
5. Keep vegetation on the embankment and areas adjacent to the
lagoon mowed annually. Vegetation should be fertilized as needed
to maintain a vigorous stand.
6. Repair any eroded areas or areas damaged by rodents and
establish in vegetation.
7. Repair areas of the embankment that settle below the design settled
height or areas where cracking, sloughing, or "jug" holes develop.
8. Repair waste inlet pipes that develop cracks or separate at the
joints.
9. Remove undesirable vegetative growth and floating or lodged debris.
10. All surface runoff is to be diverted from the lagoon to stable
outlets when not included as part of the design temporary storage.
11. After five years the waste treatment lagoon shall be checked for
sludge accumulation annually. If sludge has encroached into the
treatment volume, the sludge will be removed and applied at agronomic
rates based on analysis of the sludge. Treatment volume must have
a minimum of 4 feet of depth free of sludge at all times.
12. In December 1992, the Environmental Management Commission (EMC)
in North Carolina revised water quality regulations that address
animal operations. These rules became effective on February 1,
1993 (15A NCAC 2H .0200). This animal operation shall be operated
within the requirements of these rules and regulations.
13. Pipes that are used for recycling effluent to use as flush water
and irrigation intakes must be placed 18 inches below the surface and
as far from the inlet discharge pipes as possible in order to provide
a cleaner effluent for flushing and to reduce odors when irrigating on
land. When these pipes are placed through the embankment, they should
be installed no more than two feet below top of embankment and not in
the highest section of fill. The pipe trench shall be compacted with
clayey material or other material as approved by an engineer.

SHEET 2 OF 2
4. The recommended maximum amount to apply per irrigation and
recommended maximum application rate is shown in the waste utilization
plan. Refer to the waste utilization plan for further details.
5. Keep vegetation on the embankment and areas adjacent to the
lagoon mowed annually. Vegetation should be fertilized as needed
to maintain a vigorous stand.
6. Repair any eroded areas or areas damaged by rodents and
establish in vegetation.
7. Repair areas of the embankment that settle below the design settled
height or areas where cracking, sloughing, or "jug" holes develop.
8. Repair waste inlet pipes that develop cracks or separate at the
joints.
9. Remove undesirable vegetative growth and floating or lodged debris.
10. All surface runoff is to be diverted from the lagoon to stable
outlets when not included as part of the design temporary storage.
11. After five years the waste treatment lagoon shall be checked for
sludge accumulation annually. If sludge has encroached into the
treatment volume, the sludge will be removed and applied at agronomic
rates based on analysis of the sludge. Treatment volume must have
a minimum of 4 feet of depth free of sludge at all times.
12. In December 1992, the Environmental Management Commission (EMC)
in North Carolina revised water quality regulations that address
animal operations. These rules became effective on February 1,
1993 (15A NCAC 2H .0200). This animal operation shall be operated
within the requirements of these rules and regulations.
13. Pipes that are used for recycling effluent to use as flush water
and irrigation intakes must be placed 18 inches below the surface and
as far from the inlet discharge pipes as possible in order to provide
a cleaner effluent for flushing and to reduce odors when irrigating on
land. When these pipes are placed through the embankment, they should
be installed no more than two feet below top of embankment and not in
the highest section of fill. The pipe trench shall be compacted with
clayey material or other material as approved by an engineer.

' TYPICAL VIEW OF A -ONE -STAGE LAGOON SYSTEM
Confinement Building I Top Width t
Pit
" Pipe (Needs to be adequately
supported)
t
Settled Top Elevation S5,0
Fluid Elevation, (7
- - SS � f
�1 SS r, _ f SS A
TREATMENT
LAGOON
Depth = r 01
Bottom Elevation L1,1,0
ZAC Ie ¢II1 eCIJ? t_ FLAJ

U. So DEPARTMENT OF AGRICULTURE
Soil Conservation' Service
LOCATION CODE
PLAN OF EXCAVATED WASTE STORAGE POND
NC -ENG- 4 0
5/83
NAME %� 'SEC � �i" �` :P%. s-! ACP # DATE 9?- IC S 5 DISTRICT '�ja,.7fWPS r.
SI DE SLOPE &TO 1
0 /
! I /yti ss
c ®I AVE. TOP ELEV.
/O
LAID SECTION
E. BOTTOM ELEV. B
LENGTH
Volume = depth [(area of top) + (area of bottom) + (4 x area midsection =,�!q'f,i�a,:;� CuoFte
6 i
SUMMARY
Use of facility V\fAC- P,-(1,'P/fL-LJT
Capacity "> r Gallons
Volume Cost -sharing CuFt.,
Soil type
Bo Ma description
Elev. 11-5 ,17). • 0
Bottom
Elev.
4- 0
Normal liquid level
Elev.;.i
Storage for normal precipe(Ft)
+
Maximum liquid level
Elev.
Si .0
Storage for:
25 yr. freq. precipo
(Ft.)
+ 1,0
Crest ESW
Elev.
Stage (Ft.)
+
Freeboard (Ft.)
+ 1 - 0
Top of Dam
Elev.
5 . 0

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Operatorn'ACK MCCULLEN JR County: SAMPSON Datee 04/29/94
Distance to nearest residence (other than owner)„ 1900.0 feet
1. AVERAGE LIVE WEIGHT (ALW)
0
sows
(farrow
to
finish)
x
1417
lbs.
= 0
lbs
0
sows
(farrow
to
feeder)
x
522
lbs.
- 0
lbs
2940
head
( finishing
only)
..
135
lbs.
_ 396900
lbs
0
sows
( farrow
to
wean)
If,
4.13
lbs.
- 0
As
0
head
(wean to
feeder)
x
30
lbs.
- 0
lbs
Describe other
n
- -
0
Total Average Live Weight = 396900 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 396900 lbs. ALW x Treatment Volume(CF)/lb. ALW
Treatment Volume(CF)/lb. ALW = 1 CF/lb. ALW
Volume = 396900 cubic feet
-. STORAGE VOLUME FOR SLUDGE ACCUMULATION
SLUDGE ACCUMULATION NOT COMPUTED
Volume = 0.0 cubic feet AT OWNERS REQUEST. REMOVE SLUDGE
AS NEEDED.
4. TOTAL DESIGNED VOLUME
Inside top length (feet) ----------------------
530.0
Inside top width (feet)----------------------
140.0
Top of dire elevation (feet)-----------------
47.0
Bottom of lagoon elevation (feet)------------
35.0
Freeboard (feet)-----------------------------
1.0
Side slopes (inside lagoon)------------------
2.5 e .1
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH
WIDTH DEPTH
2.5 2.5 2.5 2.5 525.0
135.0 11.0
AREA OF TOP
LENGTH * WIDTH =
525.0 135.0
AREA OF BOTTOM
LENGTH * WIDTH =
470.0 80.0
70875 (AREA OF TOP)
37600 ( AREA OF BOTTOM)
AREA OF
MIDSECTION
LENGTH
WIDTH *
4
497.5
107.5
213925 (AREA
OF MIDSECTION * 4)
CU. FT.
_ [AREA TOP
+ K*AREA MIDSECTION)
+ AREA BOTTOM] DEPTH/6
70875.o
213925.0
37600.0 1.8
Total Designed Volume
Available = 591067 CU. FT.

5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Lehgth * Width =
530.0 140.0 74200.0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 74200.0 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 = 396900 lbs. ALW/135 lbs. ALW * 1.37 gal/day 180 days
Volume = 725004 gals. or 96925.7 cubic feet
5B. Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that 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
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall = 7.0 inches
Volume = 7.0 in * DA / 12 inches per foot
Volume = 43283.3 cubic feet

5D. volume of 25 year - 24 hour storm
Volume = 7.0 inches / 12 inches per foot * DW
Volume = 43283.3 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A.
96926
cubic
feet
5B.
0
cubic
feet
5C.
4328::
cubic
feet
5D.
43283
cubic
feet
TOTAL 18 492 cubic feet
6. SUMMARY
Temporary storage period====================>
180
days
Rainfall in excess of evaporation===========•
7.0
inches
25 year - 24 hour rainfall======___=========
7.0
inches
Freeboardi===========_========'=============>
1.0
feet
Side
2.5
1
Inside top 1 en g t h==== =======================,>
530.0
feet
Inside top width============================'>
140.0
feet
Top of -dike elevatian=======================r•
47.0
feet
Bottom of lagoon elevation==================:>
35.0
feet
Total required vo 1 ume=-=====================;
580392
cu. f t .
Actual design volume=====___________________,
591067
cu. ft.
Seasonal high watertable elevation (SHWT)===>
40.2
feet
Stop pumping elev. _______________________
43.1
feet #
Must be :> or = to the SHWT elev. ==========r•
40.2
feet
Must be > or = to min. req. treatment el.=::>
41.0
feet
Required minimum treatment volume===========>
396900
cu. ft.
Volume at stop pumping elevation============:>
399202
cu. ft.
Start pumping elev.________________________
45.3
feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. rainfall =>
547783
cu. ft.
Volume at start pumping elevation===========>
542260
cu. ft.
Required volume to be pumped=================>
140209
cal. ft.
Actual volume planned to be pumped==========::>
143057
cu. ft. �
Min. thickness of soil liner when required==>
1.8
feet
7. DESIGNED BY: 206"M Ctqth, APPROVED BY:
DATE. ���cCr�c.�.
l x.� 9q DATE
€wlOTEa SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS

SHEET 1 OF 2
OPERATION AND MAINTENANCE PLAN
-------------------------------
This lagoon is designed for waste treatment (permanent storage) and
180 days of temporary storage. The time required for the planned
fluid level (permanent and temporary storage) to be reached may vary
due to site conditions, weather, flushing operations, and the amount
of fresh water added to the system.
The designed temporary storage consists of 180 days storage for:
(1) waste from animals and (2) excess rainfall after evaporation. Also
included is storage for the 25 year - 24 hour storm for the location.
The volume of waste generated from a given number of animals will be
fairly constant throughout the year and from year to year, but excess
rainfall will vary from year to year. The 25 year rainfall will not
be a factor to consider in an annual pumping cycle, but this storage
volume must always be available.
A maximum elevation is determined in each design to begin
pumping and this is usually the outlet invert of pipe(s) from
building(s). If the outlet pipe is not installed at the elevation to
begin pumping, a permanent marker must be installed at this elevation
to indicate when pumping should begin. An elevation must be established
to stop pumping to maintain lagoon treatment depth.
Pumping can be started or stopped at any time between these two
elevations for operating convenience as site conditions permit, such as
weather, soils, crop, and equipment in order to apply waste without
runoff or leaching.
Land application of waste water is recognized as an acceptable
method of disposal. Methods of application include solid set,
center pivot, guns, and traveling gun irrigation. Care should be
taken when applying waste to prevent damage to crops.
The following items are to be carried out:
1. It is strongly recommended that the treatment lagoon be pre -
charged to 1/2 its capacity to prevent excessive odors during
start-up. Pre -charging reduces the concentration of the initial
waste entering the lagoon thereby reducing odors. Solids should be
covered with effluent at all times. When precharging is complete,
flush buildings with recycled lagoon liquid. Fresh water should not
be used for flushing after initial filling.
2. The attached waste utilization plan shall be followed. This
plan recommends sampling and testing of waste (see attachment)
before land application.
3. Begin temporary storage pump -out of the lagoon when fluid level
reaches the elevation 45.3 as marked by permanent marker. Stop pump -
out when the fluid level reaches elevation 43.1 . This temporary
storage, less 25 yr- 24 hr storm, contains 140209 cubic feet or
1048763 gallons.

SHEET 2 OF 2
Soil liner material shall come from an approved borrow area. The
minimum water content of the liner material shall be optimum moisture
content which relates to that moisture content when the soil is kneaded
in the hand it will form a ball which does not readily separate. Water
shall be added to borrow as necessary to insure proper moisture content
during placement of the liner' The moisture content of the liner
material shall not be less than optimum water content during placement.
The maximum water content relates to the soil material being too wet
for efficient use of hauling equipment and proper compaction. Proper
compaction of the liner includes placement in 9 inch lifts and
compacted to at least 90 percent of the maximum A8TM 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
linery is the efficient construction processing of the compacted liner.
The sequence of equipment use and the routing of equipment in an estab-
lished pattern helps assure uniformity in the whole placement and
compaction process. For most clay soils, a tamping or sheepsfoot
roller is the preferable type of compaction equipment.
The soil liner shall be protected from the discharge of waste outlet
pipes. This can be done by using some type of energy dissipator(rocks)
or using flexible outlets on waste pipes.
Alternatives to soil liners are synthetic liners and bentonite sealant.
When these are specified, additional construction specifications are
included with this Construction Specification.
CUTOFF TRENCH:
--------------
A cutoff trench shall be constructed under the embankment area when
shown on a typical cross section in the plans. The final depth of the
cutoff trench shall be determined by observation of the foundation
materials.
VEGETATION:
-----------
All exposed embankment and other bare constructed areas shall be seeded
to the planned type of vegetation as soon as possible after construc-
tion according to the seeding specifications. Topsoil should be placed
on areas of the dike and pad to be seeded. Temporary seeding or mulch
shall be used if the recommended permanent vegetation is out of season
dates for seeding. Permanent vegetation should be established as soon
as possible during the next period of approved seeding dates.
REMOVAL OF EXISTING TILE DRAINS
-------------------------------
When tile drains are encountered, the tile will be removed to a minimum
of 10 feet beyond the outside toe of slope of the dike. The tile
trench shall be backfilled and compacted with good material such as
SC, CL, or CH.

U. S. DEPARTIN:NT OF AGSIM&TUNE
Solt Conservation Service
NC-ENG-GO
Rev. 7/91
PLAN OF EXCAVATED WASTE STORAGE PIT
NAME: ZAC-k ►t ecul,fen
county: SAmpson
Address:
LOGIN Sao •
Date: * 129 /9 -
` SIDE St opa Ls ro I
AWE. 70/ LEII.
t b ��♦O.c�,�
ry� wo SECTION
�0 35 Avg. lor= ELEV.
Nrmo
{See back for voUm eaLcutatiaw,) -
Use of facility: WASTE ZecATi,4rjk1" LA60oh
Capacity: 42 t t G1ons S 16 Ft3
Soil Type: o
Bench Mark Description To P -Pic. PQ e P eeTMA a Xe W- Poor - "g ^'rem
nO4T� os E otm o
Bottom
Normal Liquid Level
Storage for normal Precip.
Xaxi m= Liquid Level
2S yr. Storm Storage
Crest ESW
Max. Flow Depth
Freeboard
Top of Damim
w ® 3 20?9
wowQaality
Regional CPemtions Section
Elev.
B5S o
Elev.
**5.3
(+)
..7
Ft.
Elev.
—
(+j
—
Ft.
(+j
1.0
Ft.
Elev.
4 7.o

ZAc1C McCjLLe:n
SAM Pion Co.
TYPICAL CROSS-SECTION OF
LAGOON CONSTRUCTION WITH
PARTIAL• -CLAY LINER
/ I 1.8FEET THICK CLAY LINER
�FILL4 (MINIMUM)
AVERAGE GROUND
VARIABLE: EXCAVATE THIS AREA AND,
SANDY MATERIAL J BACKFILL-WIT11 CLAY
NO CLAY
1.8 FEET THIC1
CLAY LINER
SANDY CLAY -CLAY
EXCAVATE
1
1
i FILL
-� AVERAGE GROUND
VARIABLE SANDY MATERIAL
� IAL
NO CLAY
T _-
1.S FEET TIIICK
CLAY LINER
SANDY CLAY -CLAY
ADDITIONAL' EXCAVATION DUE: TO LINER:
AVERAGE DEPTH TO CLAY rZ. _X 1 .S FEET TtiICK X QISTANCE 'f8Z5f
CUBIC FEET = /.��CUHIC YARDS
27 CUBIC rCET/CUBIC YARDS
NOTE: WHEN AREAS OF UNSUITABLE MATERIAL ARE ENCOUNTERED, THEY WILL NEED TO BE EXCAVATED A MINIMUM OF 1.5
FEET BELOW GRADE, BACKFILLED AND COMPACTED WITH A SCS APPROVED MATERIAL (SC, CL, C11).

SAMPSON COUNTY
EMERGENCY ACTION PLAN
DIVISION OF WATER RESOURCES (DWR) 910-433-3300
EMERGENCY MANAGEMENT SERVICES (EMS) 910-592-8996
SOIL & WATER CONSERVATION DISTRICT (SWCD) 910-592-7963
NATURAL RESOURCES CONSERVATION SERVICE (NRCS) 910-592-7963
COOPERATIVE EXTENSION SERVICE (CES) 910-592-7161
This plan will be implemented in the event that waste from your operation are leaking,
overflowing, or running off the site. You should NOT wait until wastes reach surface
waters or leave your property to consider that you have a problem. You should make
every effort to ensure that this does not happen. This plan should be posted in an
accessible location for all employees at the facility. The following are some action items
you should take.
1. Stop the release of wastes. Depending on the situation, this may or may not be
possible. Suggested response to problems are listed below:
A. Lagoon overflow -possible solutions are:
a. Add soil to berm to increase elevation of dam, any permanent alteration of the
dam should be approved by a qualified technical specialist.
b. Pump wastes to field at an acceptable rate.
c. Stop all additional flow to the lagoon, hold wastes in the house if possible.
d. Call a pumping contractor.
e. Make sure no surface water is entering lagoon.
B. Runoff from wastes application field -action include:
a. Immediately stop wastes application.
b. Create a temporary diversion or berm to contain the waste.
c. Incorporate waste to reduce further runoff.
d. Evaluate and eliminate the reason(s) that caused the runoff.
e. Evaluate the application rates for the fields where runoff occurred.
C. Leakage from the waste pipes and sprinkler -action includes:
a. Stop recycle (flushing system) pump.
b. Stop irrigation pump.
c. Close values to eliminate further discharge.
d. Repair all leaks prior to restarting pumps.
D. Leakage from flush system, houses, solids separators -action includes:
a. Stop recycle (flushing system) pump.
b. Stop irrigation pump.
c. Make sure no siphon effect has been created.
d. Stop all flows in the house, flush systems, or solid separators.
e. Repair all leaks prior to restarting pumps.
E. Leakage from base or sidewall of lagoon. Often this is seepage as opposed to
flowing leaks -possible action:

a. Dig a small sump or ditch to catch all seepage, put in a submersible pump, and
pump back into lagoon.
b. If holes are caused by burrowing animals, trap or remove animals and fill holes
and compact with a clay type soil.
c. Have a professional evaluate the condition of the sidewalls and the lagoon
bottom as soon as possible.
2. Assess the extent of the spill and note any obvious damages.
a. Did the waste reach any surface waters?
b. Approximately how much was released and what duration?
c. Any damage noted, such as employee injury, fish kills, or property damage?
d. Did the spill leave the property?
e. Does the spill have the potential to reach surface waters?
f. Could a future rain event cause the spill to reach surface waters?
g. Are potable water wells in danger (either on or off of the property)?
h. How much reached surface waters?
Contact appropriate agencies.
a. During normal business hours, call your DWR (Division of Water Resources)
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 910-592-8996.
c. Instruct EMS to contact local Health Department.
d. Contact local Soil and Water Conservation District, Natural Resources
Conservation Service office at 910-592-7963 and Cooperative Extension
Service at 910-592-7161 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: MA,a Rk 2Ay N oR
b. Contractors Address:
Cc.' W 70,, a f-
c. Contractors Phone: 41Q- S90-4^5/3
Page 2

6. Contact the technical specialist who certified the lagoon.
a. Name: Wn NAv �JP2�Gab7
b. Phone: 91D-596-58iL-
7. Implement procedures as advised by DVWR 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

Swine Farm Waste Management Odor Control Checkiist
Source Cause -AMPS to Minimize Odor Site Speciric Practices
Farmtttcad Swine production �Vcgetative or wooded buffers;
�Recommended best management practices;
R �'Good judgment and common sense
A-...-_1 L_J__ ____w_
manure -covered an
surfaces • Wet
manure collection pits • Urine;
floors
• Partial microbial decomposition
floors
t loors;
R'_ Waterers located over slotted floors;
�Cj Feers at high end of solid floors;
pe manure buildup from floors;
;__;derfloor ventilation for drying
Frequent manure removal by flush, pit recharge,
or scrape;
O Underfloor ventilation
Ventilation exhaust fans • Volatile gases; R naintenance;
Dust Pf' Efficient air movement
Indoor
LT Wastidown between groups of animals;
N"d additives;
--Feeder covers;
e' Feed delivery downspout extenders to feeder
covers :
Flush tanks • Agitation of recycled lagoon f7 Flush tank covers;
liquid while tanks are filling p Extend fill lines to near bottom of tanks with ■
a • iphon vents
Flush alleys • Agitation during wastewater 57Underfloor flush with underfloor ventilation
_ conveyance
Pit recharge points • Agitation of recycled lagoon Extend recharge lines to near bottom of pits 4.
liquid while pits are filling with anti -siphon vents
Lift stations • Agitation during sump tank 17 Sump tank covers
filling and drawdown
Outside drain collection • Agitation during wastewater 11 [lox covers
or junction boxes . conveyance
• Vust
AMOC - November 11,1996, Page 3

Source Cause BMPs to Minimize Odor Site Specific Practices
End of drainpipes at • Agitation during wastewater is Extend discharge point of pipes underneath
lagoon conveyance lagoon liquid level
Lagoon surfaces • Volatile gas emissions; Proper lagoon liquid capacity;
• DIological mixing; 0Correct lagoon startup procedures;
• Agitation M—nimum surface area -to -volume ratio;
;---Minimum agitation when.pumping;
nozzles
Nigh pressure
Wind drift
O Mechanical aeration;
O Peen "biological additives
dry days with little or no wind;
recommended operating pressure;!
Pump intake near lagoon liquid surface;
13 Pump from second -stage lagoon
Storage tank or basin • Partial microbial decomposition; 0 Bottom or midlevel loading;
surface • Mixing while filling; 0 Tank covers;
• Agitation when emptying O Basin surface mats of solids;
O
Proven biological additives or oxidants
Settling basin surface •
Partial microbial decomposition;
O
Extend drainpipe outlets underneath liquid
•
Mixing while filling;
level;
•
Agitation when emptying
O
Remove settled solids. regularly
Manure, slurry or sludge •
Agitation when spreading;
O
Soil injection of slurry/sludges; Y
spreader outlets •
Volatile gas emissions-
O
Wash residual manure from spreader after use;
O
Proven biological additives or oxidants
•
Uncovered m�on
Volatile gt�s emissions while
O :Soil
injection slurry/sludges
stuns. or sludeld
drying
,of
surfaces
O.
Soitincorporation within 48 hrs..
ueaa animals • Carcass decomposition
its
O Spread in thin uniform layers for rapid drying;
O Proven biological additives or oxidants
Proper disposition of carcasses
CCO' fete covering of carcasses in burial pits;
p 0" Proper location/conslruction of disposal pits
Incinerators • Incomplete combustion O . Secondary stack burners
AMOC. -November 11, 1996, Page 4
Carcass
ton
782

Source Cause BMPs to Minimize. Odor
Site Specific Practices
Standing water around • Improper drainage; Trade and landscape such that water drains
facilities . Microbial decomposition of away from facilities
organic mauer
Manure tracked onto • Poorly maintained access roads farm access road maintenance
public roads aom farm
access
Additional Information:
Available From:
Swine Manure Management; 0200 Rule/BMP Packet
NCSU, County Extension Center
Swine Production Farm Potential Odor Sources and Remedies ; EBAE Fact Sheet
NCSU-BAE
Swine Production Facility Manure Management: Pit Recharge - Lagoon Treatment; EBAE 129-88
NCSU - BAE
Swine Production Facility Manure Management: Underfloor Flush - Lagoon Treatment; EBAE 129-88
NCSU - BAE
Lagoon Design and Management for Livestock. Manure Treatment and Storage ; EBAE 103-83
NCSU-BAE
Calibration of Manure and Wastewater Application Equipment ; EBAE Fact Sheet
NCSU-BAE
Controlling Odors from Swine Buildings; PIN-33
NCSU - Swine Extension
Environmental Assurance Program ; NPPC Manual
NC Pork Producers Assoc
Options for Managing Odor ; a report from the Swine Odor Task Force
NCSU Agri Communications
Nuisance Concems in Animal Manurc Managemcnt: Odors and Flies; PR0107, 1995 Conference Proceedings
Florida Cooperative Extension
AMOC - November 1191996, Page 5

Insect Control Checklist for Animal Operations
Source Cause BMPs to Control Insects Site Specific Practices
sufficiently to remove accumulated solids from
Futters as designed.
2r Remove bridging of accumulated solids at
discharge
Lagoons and Pits • Crusted Solids it 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 -
'nches over more than 30% of surface. .
Excessive Vegetative • Decaying vegetation Maintain vegetative control along banks of
Growth lagoons and other impoundments to prevent
accumulation of decaying vegetative matter
along watees edge on impoundment's perimeter.
Dry Systems
Feeders • Feed Spillage Y Design, operate and maintain feed systems (e.g.,
bunkers and troughs) to minimize the
greumulation of decaying wastage.
Clean up spillage on a routine basis (e.g., 7 - 10
Feed Storage
AMIC -November 11, 1996, Page I
residues
serval during summer; I5-30 day interval
Reduce moisture accumulation within and
around immediate perimeter of feed storage
areas by insuring drainage away from site
and/or providing adequate containment (e.g.,
covered bin for brewer's grain and similar high
moisture grain products).
O Inspect for and remove or break up accumulated
solids in filter strips around feed storage as
needed.

Version —November 26, 2018
Mortality Management Methods
Indicate which method(s) will be implemented.
When selecting multiple methods indicate a primary versus secondary option.
Methods other than those listed must be. approved by the State Veterinarian.
Primary Secondary Routine Mortality
Q Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal
death. The burial must be at least 300 feet from any flowing stream or public body of water
(G.S.106-403). The bottom of the burial pit should be at least one foot above the seasonal
high water table. Attach burial location map and plan.
Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B .0200.
7 F-1 Rendering at a rendering plant licensed under G.S. 106-168.7
OComplete 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.
® a 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).
0 D Any method which, in the professional opinionof 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 bei.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.
F
d
Signature of Farm Owner/Manager
Signature Signature of Tec nical Specialist
Date
Date