310442_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: 31-0442 Certificate Of Coverage Number: AWS310442
2. Facility Name: Kornegay Farms
3. Landowner's Name (same as on the Waste Management Plan): Kornegav Farms Inc
4. Landowner's Mailing Address: 320 Scotts Store Rd
City: Mount Olive State: NC Zip: 28365
Telephone Number: 919-222-2991 Ext. E-mail:
5. Facility's Physical Address: 376-AB Scotts Store Rd
City: Mount Olive State: NC Zip: 28365
6. County where Facility is located: Duplin
7. Farm Manager's Name (if different from Landowner): Donnell E Kornegay, Jr
8. Farm Manager's telephone number (include area code): 919-658-0156 Ext.
9. Integrator's Name (if there is not an Integrator, write "None"): Martalty=Brmwn LLCM
10. Operator Name (OIC): Donnell E. Kornegay Jr. Phone No.: 919-658-0156 OIC #: 19663
11. Lessee's Name (if there is not a Lessee, write "None"):
12. Indicate animal operation type and number:
Current Permit:
Operation Types:
Operations Type Allowable Count
Swine - Wean to Finish 4,686
Swine Cattle Dry Poultry Other Types
Wean to Finish Dairy Calf Non Laying Chickens Horses - Horses
Wean to Feeder Dairy Heifer Laying Chickens Horses - Other
Farrow to Finish Milk Cow Pullets Sheep - Sheep
Feeder to Finish Dry Cow Turkeys Sheep - Other
Farrow to Wean Beef Stocker Calf Turkey Pullet
Farrow to Feeder Beef Feeder
Boar/Stud Beef Broad Cow Wet Poultry
Gilts Other Non Laying Pullet
Other Layers

13. Waste Treatment and Storage Lagoons (Verify the following information is accurate and complete. Make all necessary
corrections and provide missing data.)
Structure
Name
Estimated
Date
Built
Liner Type
(Clay, Synthetic,
Unknown)
Capacity
(Cubic Feet)
Estimated
Surface Area
(Square Feet)
Design Freeboard
"Redline"
(Inches)
i
lic,-7
C fell
(1l) 2-b z'i
) tp :,--Z
19.50
I{/DK Rtrne t'.y farms
&Fit; ncL.iQyFGrmy `l
I6111
C_ ta 1
iciict(i(o3
444 617 ?.)
79, ,v....
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. The most recent Waste Utilization Plan (WUP), signed by the owner and a certified technical specialist containing:
a. The method by which waste is applied to the disposal fields (e.g. irrigation, injection, etc.)
b. A map of every field used for land application (for example: irrigation map)
c. The soil series present on every land application field
d. The crops grown on every land application field
e. The Realistic Yield Expectation (RYE) for every crop shown in the WUP
f. The maximum PAN to be applied to every land application field
g. The waste application windows for every crop utilized in the WUP
h. The required NRCS Standard specifications
2. A site map/schematic
3. Emergency Action Plan
4. Insect Control Checklist with chosen best management practices noted
5. Odor Control Checklist with chosen best management practices noted
6. Mortality Control Checklist with selected method noted - Use the enclosed updated Mortality Control Checklist
7. Lagoon/storage pond capacity documentation (design, calculations, etc.) Please be sure the above table is accurate and
complete. Also provide any site evaluations, wetland determinations, or hazard classifications that may be applicable to
your facility.
8. Operation and Maintenance Plan
If your CAWMP includes any components not shown on this list, please include the additional components with your submittal.
(e.g. composting, digesters, waste transfers, etc.)
As a second option to mailing paper copies of the application package, you can scan and email one signed copy of the
application and all the CAWMP items above to: [e-mail]

I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that,
if all required parts of this application are not completed and that if all required supporting information and attachments are not
included, this application package will be returned to me as incomplete.
Note: In accordance with NC General Statutes 143-215.6A and 143-215.6B, 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: TO0Yll \t iNkt2 t Title: OI,UV1,Q,r
Signature: {1 ��Q�� tu., i�T� Date: 3 "ZlG 1.61
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
Sccrerary
LINDA CULPEPPER
Din for
Kornegay Farms Inc
Kornegay Farms
320 Scotts Store Rd
Mount Olive, NC 28365
NORTH CAROLINA
Environmental Quality
Subject: Application for Renewal of Coverage for Expiring State General Permit
Dear Permittee:
February 27, 2019
Your facility is currently approved for operation under one of the Animal Waste Operation State Non -Discharge General Permits,
which expire on September 30, 2019. Copies of the new animal waste operation State Non -Discharge General Permits are available
at https://dea.nc.sov/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, vou must submit an application for
permit coverage to the Division. Enclosed vou 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 (1) copy of the Certified Animal Waste Management Plan (CAWMP) with the
completed and signed application form. A list of items included in the CAWMP can be found on page 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.
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 - AWS310442
Murphy -Brown LLC
DE 1 5orth12PiCer3sl alioasbury DepaSt.rtment1636 of
IJfnvironm
ailService entCensl eter Rualt: a Division of Water Resources
. 1aleigh, north Caroline 276991636
919.707.9000

9£ZZ91.1.08001N
Insect Control Checklist for Animal Operations
Source Cause BMPs to Control Insects Site Specific Practices
Flush Gutters • Accumulation of solids
Liquid Systems
"Flush system is designed and operated
sufficiently to remove accumulated solids from
,gutters as designed.
i2' Remove bridging of accumulated solids at
discharge
Lagoons and Pits • Crusted Solids
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 -
8 inches over more than 30% of surface.
Excessive Vegetative • Decaying vegetation
Growth
"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.
Dry Systems
Feeders • Feed Spillage SYDesign, operate and maintain feed systems (e.g.,
bunkers and troughs) to minimize the
accumulation of decaying wastage.
C� Clean up spillage on a routine basis (e.g., 7 - 10
day interval during summer; 15-30 day interval
during winter).
Feed Storage • Accumulations of feed residues
AMIC • November 11, 1996, Page I
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).
0 Inspect for and remove or break up accumulated
solids In filter strips around feed storage as
needed.

9EZZ9 4 408000V
Source Cause
Animal Holding Areas • Accumulations of animal wastes
and feed wastage
Dry Manure Handling Accumulations of animal wastes
Systems•
BMPs to Control Insects.
O Eliminate low areas that trap moisture along
fences and other locations where waste
accumulates and disturbance by animals is
minif,nal.
10 Maintain fence rows and filter strips around
animal holding areas to minimize
accumulations of wastes (Le., inspect for and
remove or break up accumulated solids. as
needed).
O Remove spillage on a routine basis (e.g., 7 - 10
day interval during summer; 15-30 day interval
during winter) whet-6 manure is loaded for land
application or disposal.
O Provide for adequate drainage around manure
stockpiles.
0 Inspect for and remove or break up accumulated
wastes in filter strips around stockpiles and
manure handling areas as needed.
Site Specific Practices
For more information contact the Cooperative Extension Service, Department of Entomology, Box 7613, North Carolina State University,
Raleigh, NC, 27695.76 (3.
AM1C • November 11, 1996, Page 2

LEZZ9 1- 4O800W
Source
Farmstead
Swine Farm Waste Management Odor Control Checklist
Cause
• Swine production
BMPs to MInimIze Odor
t "Vegetative or wooded buffers;
0 Recommended best management practices;
12( Good judgment and common sense
Animal body surfaces • Dirty manure -covered animals Q' Dry floors
Site Specific Practices
Floor surfaces • Wet manure -covered floors Ise' Slotted floors; •
t "Waterers located over slotted floors;
O Feeders at high end of solid floors;
O Scrape manure buildup from floors;'
O Underfloor ventilation for drying
Mandre collection pits • Urine; A' Frequent manure removal by flush, pit recharge,
or scrape;
O Underfloor ventilation
Ventilation exhaust fans • Volatile gases; •Er Fan maintenance;
Dust Q' Efficient air movement
• Partial microbial decomposition
indoor surfaces • Dust
Flush tanks • Agitation of recycled lagoon
Flush alleys
Pit recharge points
Lift stations
liquid while tanks are filling
• Agitation during wastewater
conveyance
Washdown between groups of animals;
O Feed additives;
O Feeder covers;
Et/Feed delivery downspout extenders to feeder
covers
O Flush tank covers;
O Extend fill lines to near bottom of tanks with
anti -siphon vents
O Underfloor flush with underfloor ventilation
• Agitation of recycled lagoon t'Extend recharge lines to near bottom of pits
liquid while pits arc filling with anti -siphon vents
• Agitation during sump'tank 0 Sump tank covers
filling and drawdown
Outside drain collection • Agitation during wastewater 0 Box covers
or junction boxes conveyance
AMOC - November 11, 1996, Page 3

8£ZZ9LI08001/11
Source Cause ` BMPs to Minimize Odor
End of drainpipes at • Agitation during wastewater (CB" Extend discharge point of pipes underneath
lagoon conveyance lagoon liquid level
Site Specific Practices
Lagoon surfaces
• Volatile gas emissions;
• BiologIcal mixing;
• Agitation
1Y Proper lagoon liquid capacity;
f "Correct Iagoon startup procedures;
O Minimum surface area -to -volume ratio;
. fi "Minimum agitation when.pumping;
O MechanIcal aeration;
O Proven biological additives
Irrigation sprinkler • High pressure agitation; .
nozzles
• Wind drift
R irrigate on dry days with IittIe or no wind;
O Minimum recommended operating pressure;
f9'Pump intake near lagoon liquid surface;
O Pump from second -stage lagoon
Storage tank or basin
surface
• Partial microbial decomposition;
• Mixing while filling;
• Agitation when emptying
O Bottom or midlevel loading;
O Tank covers;
O Basin surface mats of solids;
O Proven biological additives or oxidants
Settling basin surface
• Partial microbial decomposition;
• Mixing while filling;
• Agitation when emptying
O Extend drainpipe outlets underneath liquid
level;
O Remove settled solids regularly
Manure, slurry or sludge • Agitation when spreading;
spreader outlets • Volatile gas emissions
O Soil Injection ofslurry/sludges;
O Wash residual manure from spreader after use;
O Proven biological additives or oxidants
Uncovered manure, • Volatile gas emissions while
• slurry or sludge on field drying
surfaces
0 Soil injection ofslurry/sludges
O Soil incorporation within 48 hrs.;
O Spread in thin uniform layers for rapid drying;
O Proven biological additives or oxidants
Dead animals
• Carcass decomposition GY Proper disposition of carcasses
Dead animal disposal
'pits
• Carcass decomposition 0 Complete covering of carcasses in burial pits;
O Proper location/construction of disposal pits
Incinerators
• Incomplete combustion 0 Secondary stack burners
AMOC - November 11, 1996, Page 4

6£ZZ9 I. 408001N
Source Cause BMPs to Minimize. Odor Site Specific Practices
Standing water around • Improper drainage; GVOrade and landscape such that water drains
facilities away from facilities
Manure tracked onto
public roads from farm
access
• Microbial decomposition of
organic matter
• Poorly maintained access roads t "Farm access road maintenance
Additional Information :
Swine Manure Management ; 0200 RuleBMP Packet
'Swine Production Farm Potential Odor Sources and Remedies ; EBAE Fact Sheet
Swine Production Facility Manure Management: Pit Recharge - Lagoon Treatment; EBAE 128-88
Swine Production Facility Manure Management: Underfloor Flush - Lagoon Treatment ; EBAE 129-88
Lagoon Design and Management for Livestock Manure Treatment and Storage ; EBAE 103-83
Calibration of Manure and Wastewater Application Equipment ; EBAE Fact Sheet
Controlling Odors from Swine Buildings ; P1H-33
Environmental Assurance Program ; NPPC Manual
Options for Managing Odor ; a report from the Swine Odor Task Force
Nuisance Concerns in Animal Manure Management: Odors and Flies ; 13120107, 1995 Conference Proceedings
Available From :
AMOC - November 11, 1996, Page 5
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

v(- / -J
Murphy -Brown, LLC 2/4/2015
NUTRIENT UTILIZATION PLAN
P.O. Box 856
Warsaw, NC 28398
Grower(s): Donnell Kornegay
Farm Name: Kornegay Farms
Coun Du in
Farm Ca.aci :
Farrow to Wean
Farrow to Feeder
Farrow to Finish
Wean to Feeder
Wean to Finish 4686
Feeder to Finish
Storage Structure: Anaerobic Lagoon
Storage Period: >180 days
Application Method: irrigation
31-523
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 implementing your waste utilization plan in order to maximize
the fertilizer value of the waste and to ensure that it is applied in an environmentally safe manner:
1. Always apply waste based on the needs of the crop to be grown and the nutrient
content of the waste. Do not apply more nitrogen than the crop can utilize.
2. Soil types are important as they have different infiltration rates, leaching potentials,
cation exchange capacities, and available water holding capacities.
3. Normally waste shall be applied to land eroding at less than 5 tons per acre per
year. Waste may be applied to land eroding at 5 or more tons per acre annually, but
less than 10 tons per acre per year providing that adequate filter strips are established.
4. Do not apply waste on saturated soils, when it is raining, or when the surface is frozen.
Either of these conditions may result in runoff to surface waters which is not allowed
under 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 crop production and to reduce the potential
for pollution, the waste should be applied to a growing crop or applied not more than
30 days prior to planting a crop or forages breaking dormancy. Injecting the waste or
disking will conserve nutrients and reduce odor problems.
1 of 8

This plan is based on the waste application method shown above. If you choose to change
methods in the future, you need to revise this plan. Nutrient levels for different application
methods are not the same.
The estimated acres needed to apply the animal waste is based on typical nutrient content
for this type of facility. In some cases you may want to have plant analysis made, which could
allow additional waste to be applied. Provisions shall be made for the area receiving waste to
be flexible so as to accommodate changing waste analysis content and crop type. Lime must
be applied to maintain pH in the optimum range for specific crop production.
This waste utilization plan, if carried out, meets the requirements for compliance with 15A NCAC
2H .0217 adopted by the Environmental Management Commission.
AMOUNT OF WASTE PRODUCED PER YEAR ( gallons, ft3, tons, etc.):
Capacity Type Waste Produced per Animal
4686
Farrow to Wean
Farrow to Feeder
Farrow to Finish
Wean to Feeder
Wean to Finish
Feeder to Finish
3203 gallyr
3861 gallyr
10478 gal/yr
191 gal/yr
776 gal/yr
927 gal/yr
Total
gal/yr
gallyr
gal/yr
gal/yr
3,636,336 gal/yr
gal/yr
Total
3,636,336 gallyr
AMOUNT OF PLANT AVAILABLE NITROGEN PRODUCED PER YEAR (Ibs):
Capacity Type Nitrogen Produced per Animal
4686
Farrow to Wean
Farrow to Feeder
Farrow to Finish
Wean to Feeder
Wean to Finish
Feeder to Finish
3.84 lbs/yr
6.95 Ibs/yr
18.86 lbs/yr
0.34 Ibslyr
1.40 lbs/yr
1.67 lbs/yr
Total
Ibs/yr
lbs/yr
Ibs/yr
Ibs/yr
6,545 Ibs/yr
lbs/yr
Total 6,545 lbs/yr
Applying the above amount of waste is a big job. You should plan time and have appropriate
equipment to apply the waste in a timely manner.
LAND UTILIZATION SUMMARY
The following table describes the nutrient balance and land utilization rate for this facility
Note that the Nitrogen Balance for Crops indicates the ratio of the amount of nitrogen produced
on this facility to the amount of nitrogen that the crops under irrigation may uptake and utilize
in the normal growing season.
Total Irrigated Acreage: 56.09
Total N Required 1st Year: 11169.178
Total N Required 2nd Year: 6680.7984
Average Annual Nitrogen Requirement of Crops:
Total Nitrogen Produced by Farm:
Nitrogen Balance for Crops:
8,924.99
6,545.40
(2,379.58)
The following table describes the specifications of the hydrants and fields that contain the crops
designated for utilization of the nitrogen produced on this facility. This chart describes the size,
soil characteristics, and uptake rate for each crop in the specified crop rotation schedule for this
facility.
2 of 8

Reception Area Specifications
Tract Pulls Irrigated Soil lst Crop Time to 1st Crop lst Crop Lbs N/Ac Lbs N Total rbs N
Acreage Type Code Apply Yield lbs N/Unit Residual /Ac Utilized
2nd Crop Time to 2nd Crop 2nd Crop Lbs N/Ac Lbs N Total lbs N
Code Apply Yield lbs N/Unit Residual /Ac Utilized
Total
Lbs N/Ac
Total Ibs N
Utilized
,T4567
pivot
23.11
NoA/AuB
D
Feb15-June
120.0
0.98
15
( '‘.13"),
2371.086
N
Sept -April
52.5
2.2
115.5
2689.205
218.1
5040.291
T4567
6
4.25
BnB
0
- Feb15-Jurie
71.0
0.99
15
234.9825
N
Sept -April
34
2.24
76.16
324
131.45
558.6625
T4567
7
4.86
BnB
D
Feb15-June
71.0
0.99
15
55
268.7094
N
Sept -April
34
2.24
76.16
370
131.45
638.847
T4567
8
1.83
AuB
D
Feb15-June
102.0
1.02
15
89
162.9432
N
Sept -April
45
2.32
104.4
191
193.44
353.9952
T4560
1
3.44
AuB
D
Feb15-June
102.0
1.02
15
89
306.2976
N
Sept -April
45
2.32
104.4
359.136
193.44
665.4336
T4560
2
3.33
AuB
a
Feb15-June
102.0
1.02
15
89
296.5032
N
Sept -April
45
2.32
104.4
347.652
193.44
644,1552
T4560
3
1.64
AuB
D
Feb15-June
102.0
1.02
15
89
146.0256
N
Sept -April
45
2.32
104.4
171
193.44
317.2416
74560
4
2.03
AuB
D
Feb15-June
102.0
1.02
15
89
180.7512
N
Sept -April
45
2.32
104.4
212
193.44
392.6832
T4560
5
3.76
AuB
D
Feb15-June
102.0
1.02
15
89
334.7904
N
SeRtii,April
45
2.32
104.4
393
193.44
727.3344
T4560
6
2.49
AuB
D
Feb15-June
102.0
1.02
15
89
221.7096
N
Sept -April
45
2.32
104.4
259.956
193.44
481.6656
T4560
7
1.3 .
AuB
B
March -Sept
5.5
36.75
202
262.7625
K
Sept -April
1
50
50
65
252.125
327.7625
T4560
8
0.77
AuB
B.
March -Sept
5.5
36.75
202
155.6363
K
Sept -April
1
50
50
39
252.125
194.1363
T4560
11
3.28
AuB
B
March -Sept
5.5
36.75
202
662.97
K
Sept -April
1
50
50
164
252.125
826.97
T4560
sub 1-6
4.67
AuB
0
Feb15-June
102.0
1.02
15
89
415.8168
N
Sept -April
45
2.32
104.4
488
193.44
903.3648
T4560
sub 7-11
4.13
- AuB
B -,
March -Sept
5.5
36.75
202
834.7763
K
Sept -April
1
50
50
206.5
252.125
1041.276
Optional
Leasbd ',
Pivot
5.3.
AuB
B
March -Sept
5.5
36.75
c280):‘
1071.263
K
Sept -April
1
50
50
265
252.125
1336.263
Leased .
Sub 6
0.88
AuB .
D
Feb15-June
102.0
1.02
15
78.3552
N
Sept -April
45
2.32
104.4
91.872
193.44
170.2272
Leased '
Pivot
21.01 -
RuA
D
Feb15-June
120.0
0.95
15
99
2079.99
N
Sept -April
45
2.09
94.05
1976
193.05
4055.981
T4573
1
- 5
RuA
0
Feb15-June
120.0
0.95
15
(9-T,,
495
N
Sept -April
45
2.09
94.05
470
193.05
965.25
T4573
4
20
GoA
D
Feb15-June
156.0
0.95
15
33"
2664
N
Sept -April
65
2.09
135.85
2717
269.05
5381
Crop Options
'
AuB
Millet
April-Sept15
5.0
54
\_,....F.377)0,
0
Cover
Sept -April
1.0
30
0
Small Grain
Sept -April .
1.0
75
75
0
Tobacco
Mar 15-June
2400.0
0.038
91
0
Gr Sorghum
Mar 15-Aug
40.0
1.94
78
0
Oats Grain
Sept -April 15
76.0
1.27
97
0
Cotton
Mar 15 - Aug 1
700.0
0.112
78
0
Noa/Aub
Millet
April-Sept15
5.3
52.5
276
0
Cover
Sept -April
1.0
30
30
0
Small Grain
Sept -April
1.0
75
75
0
Tobacco
Mar 15-June
2850.0
0.034
97
0
Gr Sorghum
Mar 15-Aug
47.5
1.86
88
0
Oats Grain
Sept -April 15
89.0
1.22
108.58
0
Cotton
Mar 15 - Aug 1
787.5
0.1
78.75
0
BnB
Millet
April-Sept15
3.9
53
206.7
0
Cover
Sept -April
1.0
30
30
0
Small Grain
Sept-Aphl
1.0
75
75
0
Tobacco
Mar 15-June
2156.0
0.036
77.616
0
Gr Sorghum
Mar 15-Aug
25.0
1.89
47.25
0
Oats Grain
Sept -April 15
59.0
1.23
72.57
0
Cotton
Mar 15 - Aug 1
490.0
0.104
50.96
0
Totals: 56.09 5805.167 5564.011 11/69.18
3(a) of 8

Reception Area Specifications
Tract Field Irrigated Soil 1st Crop Time to 1st Crop 1st Crop Lbs N/Ac Lbs N Total Ibs N
Acreage Type Code Apply Yield Ibs N/Unit Residual /Ac Utilized
2nd Crop lime to 2nd Crop 2nd Crop Lbs N/Ac Lbs N Total Ibs N
Code Apply Yield Ibs NlUnit Residual /Ac Utilized
Total
Lbs N/Ac
Total Ibs N
Utilized
T-'
T4567
pivot
23.11
NaAA06
0
Aprl-Septl5
30.0
3.94
118.
2731.602
•
0
0
118.2 r
2731.602
T4567
6
4.25
BnB
0
April-Sept15
21.0
3.96
353.43
0
0
83.16
353.43
T4567
7
4.86
BnB
0
April-Sept15
21.0
3.96
83
404.1576
"
0
0
83.16
404.1576
74567
8
1.83
AuB
0
Apnl-Sept15
25.0
3.98
100
182.085
•
0
0
99.5
182.085
T4560
1
3.44
AuB
0
April-Sept15
25.0
3.98
100
342.28
•
0
0
99.5
342.28
T4560
2
3.33
AuB
0
Aprit-Sept15
25.0
3.98
100
331.335
0
0
99.5
331.335
74560
3
1.64
AuB
0
April-Sept15
25.0
3.98
100
163.18
-
0
0
99.5
163.18
74560
4
2.03
AuB
0
April-Sept15
25.0
3.98
100
201.985
"
0
0
99.5
201.985
74560
5
3.76
AuB
0
April-Sept15
25.0
3.98
100
374.12
-
0
0
99.5
374.12
T4560
6
2.49
AuB
0
April-Sept15
25.0
3.98
100
247.755
•
0
0
99.5
247.755
T4560
7
1.3
AuB
B
March -Sept
5.5
36.75
202
262.7625
K
Sept -April
1
50
50
65
252.125
327.7625
T4560
8
0.77
AuB
3
March -Sept
5.5
36.75
202
155.6363
K
Sept -April
1
50
50
39
252.125
194.1363
T4560
11
3.28
AuB
3
March -Sept
5.5
36.75
202
662.97
K
Sept -April
1
50
50
164
252.125
826.97
T4560
sub 1-6
4.67
AuB
0
April-Sept15
25.0
3.98
100
464.665
0
0
99.5
464.665
T4560
sub 7-11
4.13 .
AuB
3
March -Sept
5.5
36.75
202
834.7763
K
Sept -April
1
50
50
207
252.125
1041.276
Optional
Leased
Pivot
5.3
AuB
B
March -Sept
5.5
36.75
202
1071.263
K
Sept -April
1
50
50
265
252.125
1336.263
Leased
Sub B
0.88
AuB
0
April-Sept15
25.0
3.98
100
87.56
"
0
0
99.5
87.56
Leased
Pivot
21.01
RuA
0
April-Sept15
25.0
3.91
98
2053.728
•
0
0
97.75
2053.728
74573
1
5
RuA
0
April-Sept15
25.0
3.91
98
488.75
"
0
0
97.75
488.75
74573
4
20 1
GoA
0
April-Sept15
38.0
3.91
149
2971.6
0
0
148.58
2971.6
RuA
Millet
April-Sept15
5.0
51
255
0
Cover
Sept -April
1.0
30
30
0
Small Grain
Sept -April
1.0
75
75
0
Tobacco
Mar 15-June
2200.0
0.031
68
0
Gr Sorghum
Mar 15-Aug
45.0
1.78
80
0
Oats Grain
Sept -April 15
76.0
1.17
89
0
Cotton
Mar 15 - Aug 1
750.0
0.089
67
0
GoA
Millet
April-Sept15
5.5
51
281
0
Cover
Sept -April
1.0
30
30
0
Small Grain
Sept -April
1.0
75
75
0
Tobacco
Mar 15-June
2400.0
0.029
69.6
0
Gr Sorghum
Mar 15-Aug
65.0
1.78
115.7
0
Oats Grain
Sept -April 15
110.0
1.17
128.7
0
Cotton
Mar 15 - Aug 1
925.0
0.089
82.325
0
Totals:
6413.298 267.5 6680.798
3(b) of 8

This plan does not include commercial fertilizer. The farm should produce adequate plant
available nitrogen to satisfy the requirements of the crops listed above.
The applicator is cautioned that P and K may be over applied while meeting the N requirements.
In the future, regulations may require farmers in some parts of North Carolina to have a nutrient
management plan that addresses all nutrients. This plan only addresses nitrogen.
In interplanted fields ( i.e. small grain, etc, interseeded in bermuda), forage must be removed
through grazing, hay, and/or silage. Where grazing, plants should be grazed when they
reach a height of six to nine inches. Cattle should be removed when plants are grazed to a
height of four inches. In fields where small grain, etc, is to be removed for hay or silage, care
should be exercised not to let small grain reach maturity, especially late in the season (i.e.
April or May). Shading may result if small grain gets too high and this will definately interfere
with stand of bermudagrass. This loss of stand will result in reduced yields and less nitrogen
being utilized. Rather than cutting small grain for hay or silage just before heading as is
the normal situation, you are encouraged to cut the small grain earlier. You may want to
consider harvesting hay or silage two to three times during the season, depending on the
time small grain is planted in the fall.
The ideal time to interplant small grain, etc, is late September or early October. Drilling is
recommended over broadcasting. Bermudagrass should be grazed or cut to a height of
about two inches before drilling for best results.
CROP CODE LEGEND
Crop Code Crop Lbs N utilized / unit yield
A Barley 1.6 Ibs N / bushel
B Hybrid Bermudagrass - Grazed 50 Ibs N / ton
C Hybrid Bermudagrass - Hay 50 Ibs N / ton
D Corn - Grain 1.25 lbs N / bushel
F_ Corn - Silage 12 Ibs N / ton
F Cotton 0.12 Ibs N / Ibs lint
G Fescue - Grazed 50 Ibs N / ton
H Fescue - Hay 50 Ibs N / ton
1 Oats 1.3 Ibs N / bushel
J Rye 2.4 Ibs N / bushel
K Small Grain - Grazed 50 Ibs N / acre
L Small Grain - Hay 50 Ibs N / acre
M Grain Sorghum 2.5 Ibs N / cwt
N Wheat 2.4 Ibs N / bushel
O Soybean 4.0 Ibs N / bushel
P Pine Trees 40 Ibs N / acre / yr
Acres shown in the preceding table are considered to be the usable acres excluding
required buffers, filter strips along ditches, odd areas unable to be irrigated, and perimeter areas
not receiving full application rates due to equipment limitations. Actual total acres in the fields
listed may, and most likely will be, more than the acres shown in the tables.
See attached map showing the fields to be used for the utilization of animal waste.
4 of 8

SLUDGE APPLICATION:
The following table describes the annual nitrogen accumulation rate per animal
in the lagoon sludge
Farm Specifications
PANIyr/animal Farm Total/yr
Farrow to Wean 0.84
Farrow to Feeder 1
Farrow to Finish 4.1
Wean to Feeder 0.072
Wean to Finish 0.306
Feeder to Finish 0.36
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 0 pounds of plant available nitrogen per year will accumulate in the lagoon
sludge based on the rates of accumulation listed above.
If you remove the sludge every 5 years, you will have approximately 0 pounds of plant
available nitrogen to utilize. Assuming you apply this PAN to hybrid bermuda grass hayland at the
rate of 300 pounds of nitrogen per acre, you will need 0 acreas of land. If you apply the sludge
to corn at a rate of 125 pounds per acre, you will need 0 acres of land. Please note that these
are only estimates of the PAN produced and the land required to utilize that PAN. Actual values
may only be determined by sampling the sludge for plant available nitrogen content prior to application
Actual utilization rates will vary with soil type, crop, and realistic yield expectations for the specific
application fields designated for sludge application at time of removal.
APPLICATION OF WASTE BY IRRIGATION:
The irrigation application rate should not exceed the intake rate of the soil at the time of irrigation
such that runoff or ponding occurs. This rate is limited by initial soil moisture content, soil
structure, soil texture, water droplet size, and organic solids. The application amount should not
exceed the available water holding capacity of the soil at the time of irrigation nor should the
plant available nitrogen applied exceed the nitrogen needs of the crop.
If surface irrigation is the method of land application for this plan, it is the responsibility of the
producer and irrigation designer to ensure that an irrigation system is installed to properly
irrigate the acres shown in the preceding table. Failure to apply the recommended rates and
amounts of nitrogen shown in the tables may make this plan invalid.
*This is the maximum application amount allowed for the soil assuming the amount
of nitrogen allowed for the crop is not over applied. In many situations, the application
amount shown cannot be applied because of the nitrogen limitation. The maximum
application amount shown can be applied under optimum soil conditions.
Your facility is designed for >180 days of temporary storage and the temporary storage must
be removed on the average of once every 6 months. In no instance should the volume of the
waste stored in your structure be within the 25 year 24 hour storm storage or one foot of
freeboard except in the event of the 25 year 24 hour storm.
It is the responsibility of the producer and waste applicator to ensure that the spreader equipment
is operated properly to apply the correct rates to the acres 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 receive the waste analysis report for assistance in
determining the amount of waste per acre and the proper application prior to applying the waste.
5 of 8

Application Rate Guide
The following is provided as a guide for establishing application rates and amounts.
Soil Application Rate Application Amount
Tract Hydrant Type Crop inlhr * inches
T4567 pivot NoA/AuB D 0.5 1
T4567 6 BnB D 0.75 1
T4567 7 BnB D 0.75 1
8 AuB D 0.6 1
T4560
T4560 1, AuB D 0.6 1
T4560 2 AuB D 0.6 1
T4560 3 AuB D 0.6 1
T4560 4 AuB D 0.6 1
T4560 5 AuB D 0.6 1
T4560 6 AuB D 0.6' 1
T4560 7 AuB B 0,6 1
T4560 8 AuB B 0.6 1
T4560 11 AuB B 0.6 1
T4560 sub 1-6 AuB D 0.6 1
sub 7-11 AuB B 0.6 1
Leased Optional
Leased Pivot AuB B 0.6 1
Leased Sub B AuB D 0.6 1
Leased Pivot RuA D 0.35 1
T4573 1 RuA D 0.35 1
T4573 4 GoA D 0.4 1
;rop Option
AuB Millet 0.6. 1
Cover #NIA #N/A
Small Grair #N/A #N/A
Tobacco #N/A #N/A
3r Sorghurr #N/A #N/A
Oats Grain #NIA #N/A
Cotton #N/A #N/A
Noa/Aub Millet 0.5 1
Cover #N/A #N/A
Small Grair #N/A #N/A
Tobacco #N/A #N/A
3r Sorghurr #N/A #N/A
Oats Grain #N/A #N/A
Cotton #N/A #NIA
BnB Millet 0.75 1
Cover #N/A #N/A
Small Grair #N/A #N/A
Tobacco #N/A #N/A
3r Sorghurr #N/A #N/A
Oats Grain #N/A #N/A
Cotton #N/A #N/A
6 of 8

Additional Comments:
This NUP combines the Edith & Donnell Kornegay Farm, formerly facility
number 31-442 with the Donnell Kornegay Jr. Farm, facility 31-353. This NUP
also changes these farms from a 3992 feeder to finish to a 4686 wean to
finish,
Tract 4567 with a 23,11 ac pivot and pulls 6,7&8 are from the Edith & Donnell
Kornegay farm NUP. All sub field, leased and T4573 acres and crops are
optional.
I've list on pages 3 and 3(2) all of the crop options available for this producer
by soil type. Producer may use any crops shown in any rotation as long as
he has enough in the fields to utilize the 6545 lbs PAN per year produced.
7 of 8

NUTRIENT UTILIZATION PLAN CERTIFICATION
Name of Farm:
Owner:
Manager:
Owner/Manager Agreement:
Kornegay Farms
Donnell Kornegay
I/we understand and will follow and implement the specifications and the operation and
maintenance procedures established in the approved animal waste nutrient management
plan for the farm named above. I/we know that any expansion to the existing design capacity
of the waste treatment and/or storage system, or construction of new facilities, will require a
new nutrient management plan and a new certification to be submitted to DWQ before the new
animals are stocked.
I/we understand that I must own or have access to equipment, primarily irrigation equipment,
to land apply the animal waste described in this nutrient management plan. This equipment
must be available at the appropriate pumping time such that no discharge occurs from the lagoon
in the event of a 25 year 24 hour storm. I also certify that the waste will be applied on the land
according to this plan at the appropriate times and at rates which produce no runoff.
This plan will be filed on site at the farm office and at the office of the local Soil and Water
Conservation District and will be available for review by NCDWQ upon request.
Name of Facility Owner:
Signature:
Name of Manager (if different from owner):
Signature:
Kornegay Farms
J (P/f J
Date
Name of Technical Specialist:
Affiliation:
Address:
Signature:
Toni W. King
Murphy -Brown, LLC.
2822 Hwy 24 West, PO Drawer 856
Warsaw, NC 28398
Telephone: [phone]
8 of 8
Date
\ - LS
Date

11.S. DEPAR 1 NIFN OF AG111C11/1:1UflEr.
!-1011.. CON.11EkVi1rION 1,1 11VICE
SCI- Cl/1 • 16
2 -
CONSERVATION PLAN MAP
Owner /..,.;./,,1V, ii,,?0, ri t •,,A 6. Operator
-,-.i
County __,Ompil 11.. State AJ c- Date
Approximate acres as-. ov .„,_.„ _ Approximate scale
Cooperating \V it h fl \I ,, s'-:) 6, 4 Pli" ' Conservation District
Plan identification .. _ Photo number
As,-;isteci by ., k 6, g _ USDA Soil Conservation Service
4 •->„;,—_-
/
-11
/ I
4.1 •44^t
\-t,t
MO0202071999

6'"°e[ [}ODReff Kor0egGyF3nnS#1
Address: 32OScotts Store Rd
K8L Olive, N{} 28365
County: DUplin
Designed By: lKBVV
Checked By: [)SE
[)8t8:
O4/0TU5
���������I�� � LAGOON DESIGN
ANAEROBIC WASTE
FARM INFORMATION
Nursery:
Wean to Finish:
Finishing:
Farrow towoan|ing�
Farrow to feeder:
Farrow \ofinish:
Boars:
Storage Period:
26Yr. /24HrStorm Event
"Heavy Rain" Factor
Rainfall inExcess n[Evaporation
Additional Water Usage:
Additional Drainage Area:
Farm Population,
NcOApp�mb�
-------------------
LAGOON INFORMATION
|mLagoon Designed aoanIrregular Shape?
Does Operator Want Emergency Spillway?
Was This Design Built Prior hzSept. 1996?
|aDrain Tile Raq'dNLower SHVVT?
Seasonal High Water Table Elew
Freeboard:
Emergency Spillway Flow Depth:
Side Slopes:
Top of Dike BevuUno:
Finished Bo*tum Elevation-.
Start Pump Elevation:
Stop Pump Elevation:
(Y/N)
(Y7N)
(YIN)
REOU|REOmm/
�oiAy��ab|e
Fnnn LagoonW�umo �hookCo�oum
conb,urareaameuhoei2of7
Depth
11.90 Ft.
21,0 |n
49.2 In,
LAGOON VOLUME REQUIRED VOL.
Storm Stor=
Temporary =
Pemmmnant=
Total Volume =
48033 (Cu.Ft.)
138845 (Cu.FL)
377200 (Cu.Ft.)
Y
N
Y
Y
O
%28O Hd.
U
0
0
0
188Daym
7�5 In.
7.0 In.
O
9Q�SU FL
J 1 (H:V)
0.0
00
102.00 R.
0U10 Ft.
100,20 FL
97,90 Ft.
DESIGN VOLUMES % REO'D.
57.213 (Cu.Ft.)
153p98 (Cu.Ft.)
392'613 (Cu.Ft.)
602j824 (Cu.Ftj 107.23%
1C8Treatment Volume =
1/2Treatment Volume Ehmvatiun=
90Tompmrary Storage Volume Elevation
=
188,600 (Cu.Ft.)
94.60 Ft
99.01 Ft.
Min, Required Liner Thickness
Lagoon Surface Area: (|nuideTDD)
88,79 In.
35.89 In.
17 Ft.
MwphrBrown,uosogmmetiny
po.Box mn.Warsaw, wu283sx (,9/0cnu-3*m

Elevation (FT.)
90.10
91.00
92.00
93.00
94.00
95.00
96.00
97.00
98.00
99.00
100.00
101.00
102.00
Grower: Donnell Kornegay Farms #1
Address: 320 Scotts Store Rd
Mt. Olive, NC 28365
County: Duplin
ACTUAL DESIGN VOLUME
BASE VOLUME: Ft.
LAGOON STAGE -AREA VOLUMES
Contour
Area (SF)
38,681
41,229
44,126
47,091
50,124
53,226
56,396
59,634
62,941
66,316
69,760
73,272
76,852
Designed By: KBW
Checked By: DSE
Date: 04/07/15
Sheet 2 of 7
CALCULATIONS
Incr. Vol. (Cu. FT)
35,960
42,678
45,609
48,608
51,675
54,811
58,015
61,288
64,629
68,038
71,516
75,062
Cumul. Vol. (Cu. FT)
0
35,960
78,637
124,246
172,853
224,528
279,339
337,354
398,642
463,270
531,308
602,824
677,886
These volumes were calculated using the vertical average end area method.
TOTAL REQD VOL 562,178 CF CUMULATIVE VOL. ZONE VOL. 107.23%
END PUMP ==== 97.90 FT
START PUMP = = 100.20 FT
MAX STORAGE = 101.00 FT
392,513 CF TR'MT
545,611 CF TEMP
602,824 CF STORM
392,513 104.06%
153,098 111.80%
57,213 119.11%
Murphy -Brown, LLC Engineering
P.O. Box 856 ,Warsaw, NC 28398 [phone]

Grower: Donnell Kornegay Farms #1
Address: 320 Scotts Store Rd
Mt. Olive, NC 28365
County: Dupiin
Designed By: KBW
Checked By: DSE
Date: 04/07/15
Sheet 3of7
MINIMUM REQUIRED VOLUME CALCULATIONS
Permanent Storage:
Required
Sludge Sto
Animal Type Capacity ALW " (cu.ft./I6) = Total
Nursery
0
30
1.00
0
Wean to Finish
3,280
115
1.00
377,200
Finishing
0
135
1.00
0
Farrow to weanling
0
433
1.00
0
Farrow to feeder
0
522
1.00
0
Farrow to finish
0
1,417
1.00
0
Boars
0
400
1.00
0
Total Required Treatment Volume (cu. ft.)=
377,
nimal Type Capacity * ALW * (cu.ft./Ib) = Total
Nursery
0
30
0.00
0
Wean to Finish
3,280
115
0.00
0
Finishing
0
135
0.00
0
Farrow to weanling
0
433
0.00
0
Farrow to feeder
0
522
0.00
0
Farrow to finish
0
1,417
0.00
0
Boars
0
400
0.000
0
Total Required Sludge Storage Volume (cu. ft.)=
Temporary Storage Volume:
Manure Production:
!Animal Type Capacity * Sto. Period d./day) = Total
Nursery
0
180
0.30
0
Wean to Finish
3,280
180
1.17
689,019
Finishing
0
180
1.37
0
Farrow to weanling
0
180
4.39
0
Farrow to feeder
0
180
5.30
0
Farrow to finish
0
180
14.38
0
Boars
0
180
4.06
0
Total Manure Product'on (gals.).
Total Manure Product on (cu.ft.)=
Excess Fresh Water:
689,019
92,115
nimal Type Capacity " Sto. Period d./day) = Total
Nursery
0
180
0.00
0
Wean to Finish
3,280
180
0.00
0
Finishing
0
180
0.00
0
Farrow to weanling
0
180
0.00
0
Farrow to feeder
0
180
0.00
0
Farrow to finish
0
180
0.00
0
Boars
0
180
0.00
0
Total Fresh Water Excess (gals.).
Total Fresh Water Excess (cu.ft.)=
0
Murphy -Brown, L.LC Engineering P.O. Box 856, Warsaw NC 28398
[phone]

Grower: Donnell Kornegay Farms #1 Designed By: KBW
Address: 320 Scotts Store Rd Checked By: DSE
Mt. Olive, NC 28365 Date: 04/07/15
County: Duplin Sheet 4 of 7
Temporary Storage Volume: (Cont.)
Rainfall in Excess of Evaporation:
Vol.=(Lagoon Surface Area + Additional Drainage Area) * Rainfall / 12in./ft
Vol.= (76852 sq.ft. + 0 sq.ft,) * 7 in. /12 in./ft.
Total Required Volume for Rainfall in Excess of Evap. (cu.ft.)=
Storm Storage:
Vol.=(Lagoon Surf. Area + Addt'I Drainage Area) * 25Yr./24Hr. Storm(in) / 12in./ft.
Vol.= (76852 sq.ft + 0 sq.ft.) * 7.5 in. /12 in./ft.
Total Required Volume for 25Yr./24Hr. Storm Event (cu.ft)=
"Heavy Rain" Storage:
Vol.=(Lagoon Surf. Area + Addt'I Drainage Area) * "Heavy Rain" Factor (in) / 12in./ft.
Vol.= (76852 sq.ft + 0 sq.ft.) * 0.0 in. /12 in./ft.
Total Required Volume for "Heavy Rain" (cu.ft.) =
(for Extended Periods of Chronic Rainfall)
Additional Water Storage:
No Additional Water Storage is Required
0
Total Required Storm Storage
(25Yr. / 24Hr. Storm +'Heavy Rain')=
Total Required Temporary Storage
(Manure Prod. + Excess Fr. Water + Rainfall Excess + Additional Water Storage) =
Total Required Permanent Storage
(Treatment + Sludge) =
TOTAL REQUIRED VOLUME = 562178 (CU.FT.)
44,830
48,033
48,033 (CU.FT)
136,945 (CU.FT)
377,200 (CU.FT)
Murphy -Brown, LLC Engineering
P.O. Box 856, Warsaw NC 28398 [phone]

Grower: Donnell Kornegay Farms #1 Designed By: KBW
Address: 320 Scotts Store Rd Checked By: DSE
Mt. Olive, NC 28365 Date: 04/07/15
County: Duplin Sheet 5 of 7
LAGOON DESIGN SUMMARY
Top of Dike Elevation
Emergency Spillway Crest Elevation
Top of 25Yr. / 24Hr. Storm Storage
Top of "Heavy Rain" Storage
Start Pump Elevation
End Pump Elevation
Top of Sludge Storage
Seasonal High Watertable Elev.
Finished Bottom Elevation
Inside Top Length
Inside Top Width
Side Slopes
Lagoon Surface Area
Min. Liner Thickness (if required)
Freeboard Depth
Temporary Storage Period
Zone Depths:
TOTAL DESIGN VOLUME = 602824 (CU.FT.)
Treatment / Sludge Storage Zone Depth
Temporary Storage Zone Depth
Freeboard / Storm Storage Zone Depth
Total Lagoon Depth
102.00 FT.
Not At Applicable
101.00 FT.
Not Applicable
100.20 FT.
97.90 FT.
Not Applicable
99.50 FT.
90.10 FT.
Not Applicable
Not Applicable
3:1 H:V
76,852 SF
1.7 FT.
1.00 FT.
180 Days
7.8 FT.
2.3 FT.
1.8 FT.
11.9 FT.
Murphy -Brown, LLC Engineering
P.O. Box 856, Warsaw NC 28398 [phone]

Grower: Donnell Kornegay Farms #1 Designed By: KBW
Address: 320 Scotts Store Rd Checked By: DSE
Mt. Olive, NC 28365 Date: 04/07/15
County: Duplin Sheet 7 of 7
This livestock waste treatment lagoon is designed in accordance with the United States
Natural Resources Conservation Service PRACTICE STANDARD 359- WASTE TREATMENT
LAGOON, revised prior to June, 1996.
Emergency Spillway:
An Emergency Spillway is not required.
SHWT:
Subsurface drain tile will be installed adjacent to the lagoon as shown on the site
drawing. The tile is being installed to keep the seasonal high water table adjacet0,,,,,,1���
to the lagoon at or below the stop pump elevation.
NOTE: See attached Waste Utilization Plan
DESIGNED:
DATE:
174/7//5-
COMMENTS: The lagoon has been designed as an irregular shape.
q1.
SEAL
023994
This design is update of start and stop pump elevations and to show the 1/2
treatment volume level for sludge storage. This design does not supercede the
original certification of the farm) 6X J /�/Eti t i vc�CP (//_3// 7
Murphy -Brown, LLC Engineering
P.O. Box 856, Warsaw NC 28398 [phone]

GrVwec [k}nDell­{O(DegaYFarms #2
Address: 32OScotts Store Rd
Mt, [)|iVe' NC 28365
County: DUp|iD
[)esTgnecTB«: KBW
Checked By: DSE
Date:
Sheet 1 of 7
ANAEROBIC WASTE LAGOON DESIGN
FARM INFORMATION
Numery�
Wean toFinish:
Finishing:
Farrow townonUmg�
Farrow bfeedec
Farrow Lofinish:
Boars.
Storage Period:
26Yi/24HrStorm Event
"Heavy Rain^ Factor
Rainfall inExcess ofEvaporation
Additional Water Usage:
Additional Drainage Area,
Farm Population:
LAGOON INFORMATION
!nLagoon Designed asonIrregular Shape?
Does Operator Want Emergency Spillway?
Was This Design Built Prior hoSept. 1990?
Is Drain Tile Req'dUoLower SHVVTY
Seasonal High Water Table Buv:
Freeboard -
Emergency Spillway Flow Depth:
Side Slopes:
Top ofDike Elevation:
Finished BoUomElevation:
Start Pump Elevation:
Stop Pump Elevation:
LAGOON VOLUME
StonnStor=
Temporary =
Pennmnwnt=
Total Volume =
Fmn Lmg000Volume CheokConk`u�
cun1uura/eas see 2 of7
Depth
10.50 F(.
21.8 In.
-- 54 In -
REQUIRED
28108 (Cu.Ft)
65720 (Cu.F1.)
161690 (Cu.Ft.)
DESIGN VOLUMES
33.188 (Cu.Pt.)
100.670 (Cw.Ft.)
185,796 (Cu.FL)
239,663 (CuYt.)
1/2 Treatment Volume =
1/2 Treatment Volume Elevation =
90Tomporary Storage Volume Elevation =
OU,845 (CuYi)
92,40 Ft
96.66 FL
Y
N
Y
N
Min. Required Liner Thickness
Lagoon Surface Area: (Inside TOD)
---'-------'
04/07/15
O
1406 Hd.
O
O
U
O
0
180 Days
T5 In.
TO In,
O
U
93.50 Ft
3 :1 (H"V)
0,0
0.0
99,50 Ft.
O9-OU FL
97.0 FL
9500 Ft.
%REOD.
11810%
15318%
102.54%
117.28%
85.24 In.
3413 In.
1.6 Ft.
44,973 &F.
mvwoyomvIn,uoawm,nmm
P.oBox mm.Warsaw, wCrms (9/0)293-3434

Elevation (FT.)
89.00
90.00
91.00
92.00
93.00
94.00
95.00
96.00
97.00
98.00
99.00
99.50
Grower:
Address:
County:
Donnell Kornegay Farms #2
320 Scotts Store Rd
Mt. Olive, NC 28365
Duplin
Designed By: KBW '
Checked By: DSE
Date: 04/07/15
Sheet2of7
ACTUAL DESIGN VOLUME CALCULATIONS
BASE VOLUME: Cu. Ft.
LAGOON STAGE -AREA VOLUMES
Contour
Area (SF) Incr. Vol, (Cu. FT)
21,645
23,534 22,590
25,493 24,514
27,522 26,508
29,620 28,571
31,790 30,705
34,029 32,910
36,338 35,184
38,717 37,528
41,167 39,942
43,687 42,427
44,973 22,165
Cumul. Vol. (Cu. FT)
0
22,590
47,103
73,611
102,182
132,887
165,796
200,980
238,507
278,449
320,876
343,041
These volumes were calculated using the vertical average end area method.
TOTAL REQD VOL 255,518
END PUMP = = = = 95.00
START PUMP = = 97.70
MAX STORAGE = 98.50
CF
FT
FT
FT
CUMULATIVE VOL.
165,796 CF TR'MT
266,466 CF TEMP
299,663 CF STORM
ZONE VOL.
165,796
100,670
33,196
117.28%
102.54%
153.18%
118.10%
Murphy -Brown, LLC Engineering
P.O. Box 856 ,Warsaw, NC 28398 [phone]

Grower: Donnell Kornegay Farms #2
Address: 320 Scotts Store Rd
Mt. Olive, NC 28365
County: Duplin
MINIMUM REQUIRED VOLUME CALCULATIONS
Permanent Storage:
Required
Sludge Sto
Designed By: KBW
Checked By: DSE
Date: 04/07/15
Sheet 3 of 7
Animal Type Capacity ALW- * (cu.ft./lb) = Total
Nursery
0
30
1.00
01
Wean to Finish
1,406
115
1.00
161,690
Finishing
0
135
1.00
0
Farrow to weanling
0
433
1.00
0
Farrow to feeder
0
522
1.00
0
Farrow to finish
0
1,417
1.00
0
Boars
0
400
1.00
0
Total Required Treatment Volume (cu. ft.)=
pima ypeCapacity * ALW * (cu.ft.lb) = Total
Nursery
0
30
0.00
0
Wean to Finish
1,406
115
0.00
0
Finishing
0
135
0.00
0
Farrow to weanling
0
433
0.00
0
Farrow to feeder
0
522
0.00
0
Farrow to finish
0
1,417
0.00
0
Boars
0
400
0.000
0
Total Required Sludge Storage Volume (cu. ft.)=
Temporary Storage Volume:
Manure Pr
Animal Type Capacity * Sto. Period d./day) = Total
Nursery
0
180
0.30
0
Wean to Finish
1,406
180
1.17
295,354
Finishing
0
180
1.37
0
Farrow to weanling
0
180
4.39
0
Farrow to feeder
0
180
5.30
0
Farrow to finish
0
180
14.38
0
Boars
0
180
4.06
0
Total Manure Product on (gals.)=
Total Manure Product on (cu.ft.)=
Excess Fresh Water:
39,486
nimal Type Capacity * Sto. Period d./day) = Total
Nursery
0
180
0.00
0
Wean to Finish
1,406
180
0.00
0
Finishing
0
180
0.00
0
Farrow to weanling
0
180
0.00
0
Farrow to feeder
0
180
0.00
0
Farrow to finish
0
180
0.00
0
Boars
0
180
0.00
0
Total Fresh Water Excess (gals.)=
Total Fresh Water Excess (cu.ft.)=
0
Murphy -Brown, LLC Engineering P.O. Box 856, Warsaw NC 28398
[phone]

Grower: Donnell Kornegay Farms #2 Designed By: KBW
Address: 320 Scotts Store Rd Checked By: DSE
Mt. Olive, NC 28365 Date: 04/07/15
County: Duplin Sheet 4 of 7
Temporary Storage Volume: (Cont.)
Rainfall in Excess of Evaporation:
Vol.=(Lagoon Surface Area + Additional Drainage Area)* Rainfall / 12in./ft
Vol.= (44973 sq.ft. + 0 sq.ft.) * 7 in. /12 in./ft.
Total Required Volume for Rainfall in Excess of Evap. (cu.ft.)=
Storm Storage:
Vol.=(Lagoon Surf. Area + Addt'I Drainage Area) * 25Yr./24Hr. Storm(in) / 12in./ft.
Vol.= (44973 sq.ft + 0 sq.ft.) * 7.5 in. /12 in./ft.
Total Required Volume for 25YrJ24Hr. Storm Event (cu.ft)=
"Heavy Rain" Storage:
Vol.=(Lagoon Surf. Area + Addt'I Drainage Area) * "Heavy Rain" Factor (in) / 12in./ft.
Vol.= (44973 sq.ft + 0 sq.ft.) * 0.0 in. /12 in./ft.
Total Required Volume for "Heavy Rain" (cu.ft.) =
(for Extended Periods of Chronic Rainfall)
Additional Water Storage:
No Additional Water Storage is Required
0
Total Required Storm Storage
(25Yr. / 24Hr. Storm + 'Heavy Rain')=
Total Required Temporary Storage
(Manure Prod. + Excess Fr. Water + Rainfall Excess + Additional Water Storage) _
Total Required Permanent Storage
(Treatment + Sludge) _
TOTAL REQUIRED VOLUME = 255518 (CU.FT.)
26,234
28,108
28,108 (CU.FT)
65,720 (CU.FT)
161,690 (CU.FT)
Murphy -Brown, LLC Engineering
P.O. Box 856, Warsaw NC 28398 [phone]

Grower: Donnell Kornegay Farms #2 Designed By: KBW
Address: 320 Scotts Store Rd Checked By: DSE
Mt. Olive, NC 28365 Date: 04/07/15
County: Duplin Sheet 5 of 7
LAGOON DESIGN SUMMARY
Top of Dike Elevation
Emergency Spillway Crest Elevation
Top of 25Yr. / 24Hr. Storm Storage
Top of "Heavy Rain" Storage
Start Pump Elevation
End Pump Elevation
Top of Sludge Storage
Seasonal High Watertable Elev.
Finiahed Bottom Elevation
Inside Top Length
Inside Top Width
Side Slopes
Lagoon Surface Area
Min. Liner Thickness (if required)
Freeboard Depth
Temporary Storage Period
Zone Depths:
TOTAL DESIGN VOLUME = 299663 (CU.FT.)
Treatment / Sludge Storage Zone Depth
Temporary Storage Zone Depth
Freeboard / Storm Storage Zone Depth
Total Lagoon Depth
99.50 FT.
Not AI Applicable
98.50 FT.
Not Applicable
97.70 FT.
95.00 FT.
Not Applicable
93.50 FT.
89.00 FT.
Not Applicable
Not Applicable
3:1 H:V
44,973 SF
1.5 FT.
1.00 FT.
180 Days
6.0 FT.
2.7 FT.
1.8 FT.
10.5 FT.
Murphy -Brown, LLC Engineering
P.O. Box 856, Warsaw NC 28398
[phone]

Grower:
Address:
Donnell KornegayFarms #2
33OScotts Store Rd
Mt. Olive, WC28885
Oup|in
DeagnaKBVV
Checke/DSE
Date: 04/07/15
Sheet 6of7
ZONE ELEVATIONS
\
TOP OFSTORM ELEV=98.5O
TOP OFTEMP STORAGE ELEV=07.7O
\
\
\
/
/
/
/
FINISHED BOTTOM ELEV=8S.00
/
/
/
/
/\
Murphy -Brown, LLC Engineering
P.O. Box 856,Warsaw NC28396 [phone]

Grower: Donnell Kornegay Farms #2 Designed By: KBW
Address: 320 Scotts Store Rd Checked By: DSE
Mt. Olive, NC 28365 Date: 04/07/15
County: Duplin Sheet 7 of 7
This livestock waste treatment lagoon is designed in accordance with the United States
Natural Resources Conservation Service PRACTICE STANDARD 359- WASTE TREATMENT
LAGOON, revised prior to June, 1996.
Emergency Spillway:
An Emergency Spillway is not required.
NOTE: See attached Waste Utilization Plan
;y:
DESIGNED:0—L�
DATE: of -7 /
N• `-\ GAF f O'��a
• E • SEAL
• 023994
•
1/D S.�,�.,,,
COMMENTS: The lagoon has been designed as an irregular shape.
This design is update of start and stop pump elevations and to show the 1/2
treatment volume level for sludge storage. This design does not supercede the
original certification of the farm. b q,,g C 5�c `//21.7 7
aecotsrtt.
Murphy -Brown, LLC Engineering
P.O. Box 856, Warsaw NC 28398
[phone]

NUTRIENT UTILIZATION PLAN
1
2
REQUIRED SPECIFICATIONS
Animal waste shall not reach surface waters of the state by runoff, drift, manmade
conveyances, direct application, or direct discharge during operation or land application.
Any discharge of waste which reaches surface water is prohibited.
There must be documentation in the design folder that the producer either owns or has
an agreement for use of adequate land on which to properly apply the waste. If the
producer does not own adequate land to properly dispose of the waste, he/she shall
provide evidence of an agreement with a landowner, who is within a reasonable
proximity, allowing him/her the use of the land for waste application. It is the
responsibility of the owner of the waste production facility to secure an update of the
Nutrient Utilization Plan when there is a change in the operation, increase in the number
of animals, method of application, recieving crop type, or available land.
3 Animal waste shall be applied to meet, but not exceed, the nitrogen needs for realistic
crop yields based upon soil type, available moisture, historical data, climatic conditions,
and level of management, unless there are regulations that restrict the rate of applications
for other nutrients.
4 Animal waste shall be applied to land eroding less than 5 tons per acre per year. Waste
may be applied to land eroding at more than 5 tons per acre per year but less than 10
tons per acre per year provided grass filter strips are installed where runoff leaves the
field (See USDA, NRCS Field Office Technical Guide Standard 393 - Filter Strips).
5
Odors can be reduced by injecting the waste or disking after waste application. Waste
should not be applied when there is danger of drift from the land application field.
6 When animal waste is to be applied on acres subject to flooding, waste will be soil
incorporated on conventionally tilled cropland. When waste is applied to conservation
tilled crops or grassland, the waste may be broadcast provided the application does not
occur during a season prone to flooding (See "Weather and Climate in North Carolina" for
guidance).
7 Liquid waste shall be applied at rates not to exceed the soil infiltration rate such that
runoff does not occur offsite or to surface waters and in a method which does not cause
drift from the site during application. No ponding should occur in order to control odor and
flies.
8
Animal waste shall not be applied to saturated soils, during rainfall events, or when the
1 of 3

NUTRIENT UTILIZATION PLAN
REQUIRED SPECIFICATIONS
(continued)
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
12
13
Any new swine facility sited on or after October 1, 1995 shall comply with the following:
The outer perimeter of the land area onto which waste is applied from a lagoon that is a
component of a swine farm shall be at least 50 feet from any residential property
boundary and canal. Animal waste, other than swine waste from facilities sited on or after
October 1, 1995, shall not be applied closer than 25 feet to perennial waters.
Animal waste shall not be applied closer than 100 feet to wells.
Animal waste shall not be applied closer than 200 feet of dwellings other than those
owned by the landowner.
Waste shall be applied in a manner not to reach other property and public right-of-ways.
14
Animal waste shall not be discharged into surface waters, drainageways, or wetlands by
discharge or by over -spraying. Animal waste may be applied to prior converted cropland
15 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.
2 of 3

NUTRIENT UTILIZATION PLAN
REQUIRED SPECIFICATIONS
(continued)
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.
Waste handling structures, piping, pumps, reels, etc., should be inspected on a regular
19 basis to prevent breakdowns, leaks and spills. A regular maintenance checklist should be
kept on site.
Animal waste can be used in a rotation that includes vegetables and other crops for direct
20 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.
Highly visible markers shall be installed to mark the top and bottom elevations of the
21 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.
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
22 nutrient, unless other restrictions require waste to be applied based on other nutrients,
resulting in a lower application rate than a nitrogen based rate. Zinc and copper levels in
the soil shall be monitored and alternative crop sites shall be used when these metals
approach excessive levels. pH shall be adjusted and maintained for optimum crop
production. Soil and waste analysis records shall be kept for a minimum of five years.
Poultry dry waste application records shall be maintained for a minimum of three years.
Waste application records for all other waste shall be maintained for a minimum of five
years.
23
Dead animals will be disposed of in a manner that meets North Carolina regulations.
3 of 3

3 of 3

orn e
Donnell K orn e
Fac.No.: .:31-442
Scale: 1 "=OOO'
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50i'`: M©chine Length
1"End Gn ys
PSI; (400 G M Tots
each e + 115 Er

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iJ

GROWER: Donnell Kornegay, Jr. [phone]
ADDRESS: Route 1, Box 146
Mount Olive, NC 28365
COUNTY: Duplin
DESIGNED BY: JWR
CHECKED BY: JES
DATE: 09/02/97
SHEET 1 OF 2
Emergency Action Plan
Using this outline as guidance, you should develop a specific emergency action plan for your
waste handling system.. This plan will be implemented in the event that wastes from your
operation are leaking, overflowing, or running off the site. You should NOT wait until wastes
reach surface water 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 available to all
employees at the facility, as accidents, leaks, and breaks could happen at any time. Your
plan should follow this format:
1. Stop the release of wastes. Depending on the situation, this may or may not be
possible. Suggested responses to problems are listed below:
A. Lagoon overflow —possible solutions are:
add soil to berm to temporarily increase elevation of dam —any permanent
alteration of the dam should be approved by a qualified professional engineer
or qualified technical specialist
pump wastes to field at an acceptable rate
stop all additional flow to the lagoon (waters) --hold waste in house if possible
call a pumping contractor
make sure no surface water is entering lagoon
NOTE: The above listed activities should be started when your lagoon level has exceeded
the temporary storage level.
B. Runoff from waste application field —actions include:
. immediately stop waste application
. create a temporary diversion or berm to contain the waste on the field
. incorporate waste to reduce further runoff
C. Leakage from the waste distribution system:
. pipes and sprinklers —actions include:
— stop recycle (flushing system) pump
— stop irrigation pump
— close valves to eliminate further discharge
— separate pipes to create an air gap and stop flow
. flush system, houses, solids separators —actions include:
— stop recycle (flushing system) pump
— stop irrigation pump
— make sure no siphon effect has been created
— separate pipes to create an air gap and stop flow
D. Leakage from base or sidewall of lagoon. Often these are seepage as opposed to
flowing leaks —possible action*:
dig a small well or ditch to catch all seepage; put in a submersible
pump, and pump back into lagoon
if holes are caused by burrowing animals, trap or remove animals and
fill holes and compact with a clayey soil
other holes may be likewise temporarily plugged with clay soil
Murphy Family Farms Engineering
P.O. Box 759, Rose Hill NC 28458
[phone]
M00801162229

GROWER: Donnell Kornegay, Jr. [phone] DESIGNED BY: JWR
ADDRESS: Route 1, Box 146 CHECKED BY: JES
Mount Olive, NC 28365 DATE: 09/02/97
COUNTY: Duplin SHEET 2 OF 2
*Lagoon problems require the consultation of an individual experienced in the
design and construction of lagoons for permanent repair measures.
2. Assess the extent of the spill and note any obvious damages.
A. Did the waste reach any surface water?
B. Approximately how much was released and for what duration?
C. Any damage noted, such as employee injury, fish kills, or property damage?
3. Contact appropriate agencies.
A. During normal business hours, call your DWQ regional office, at 910-395-3900
after hours, emergency number: 910-733-3942. Your phone call should
include: your name, name and exact location of facility, telephone number,
the details of incident from item 2 above, and the location or direction
of movement of the spill, weather and wind conditions, what corrective
measures have been undertaken, and the seriousness of the situation.
B. If spill leaves, or is likely to leave, property or enters surface waters, call
local emergency management service (EMS) 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 910-296-2121 for advice/technical assistance. The
Extension Service can be reached 910-296-2143 for advice/technical assistance.
E. Contact Murphy Family Farms Land and Nutrient Management Department at 910-
289-2111 for advice/technical assistance.
4. 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.
DUPLIN COUNTY COOPERATIVE EXTENSION SERVICE
PO BOX 458, KENANSVILLE, NC 28349
910— 296— 2143
DUPLIN COUNTY SOIL AND WATER CONSERVATION DISTRICT
NATURAL RESOURCES CONSERVATION SERVICE
PO BOX 277, KENANSVILLE, NC 28349
910— 296— 2121
DUPLIN COUNTY EMERGENCY MANAGEMENT SYSTEM
PO BOX 909, KENANSVILLE, NC 28349
910— 296— 2160
DIVISION OF WATER QUALITY
127 CARDINAL DRIVE EXT
WILMINGTON, NC 28405 — 3845
910-395-3900
M00801162230
Murphy Family Farms Engineering
P.O. Box 759, Rose Hill NC 28458
[phone]

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
�J 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.
D D Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B .0200.
LJ
Rendering at a rendering plant licensed under G.S. 106-168.7.
DEl Complete incineration according to 02 NCAC 52C .0102.
DA 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.
D 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).
D Any method which, in the professional opiniontof 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 bedone 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.
Signaturd of Farm Owner/nager
rivIADvan 'kre-i/1 a
Signature of Technical Specialist
(3-72-67(
Date
Date

System CCaHbraon
Information presented in manufacturer's charts are based on average operation
conditions with relatively new equipment. Discharge rates and application rates change
over time as equipment gets older and components wear. In particular, pump wear
tends to reduce operating pressure and flow. With continued use, nozzle wear results in
an increase in the nozzle opening which will increase the discharge rate while
decreasing the wetted diameter.
You should be aware that operating the system differently than assumed in the design
will alter the application rate, diameter of coverage, and subsequently the application
uniformity. For example, operating the system with excessive pressure results in smaller
droplets, greater potential for drift, and accelerates wear of the sprinkler nozzle.
Clogging of nozzles can result in pressure increase. Plugged intakes or crystallization of
mainlines will reduce operating pressure. Operating below design pressure greatly
reduces the coverage diameter and application uniformity.
For the above reason, you should calibrate your equipment on a regular basis to ensure
proper application rates and uniformity. Calibration at least once every three years is
recommended. Calibration involves collecting and measuring flow at several locations in
the application area. Any number of containers can be used to collect flow and
determine the application rate. Rain gauges work best because they already have a
graduated scale from which to read the application amount without having to perform
additional calculations. However, pans, plastic buckets, jars, or anything with a uniform
opening and cross-section can be used provided the liquid collected can be easily
transferred to a scaled container for measuring.
For stationary sprinklers, collection containers should be located randomly throughout
the application area at several distances from sprinklers. For traveling guns, sprinklers
should be located along a transect perpendicular to the direction of pull. Set out
collection containers 25 feet apart along the transect on both sides of the gun cart. You
should compute the average application rate for all nonuniformity of the application. On
a windless day, variation between containers of more than 30 percent is cause for
concern. You should contact your irrigation dealer or technical specialist for assistance.
*Reprinted for Certification Training for Operations of Animal Waste Management Systems Manual

OPERATION & MANTE ANCCE PLAN
Proper lagoon management should be a year-round priority. It is especially important to manage
levels so that you do not have problems during extended rainy and wet periods.
Maximum storage capacity should be available in the lagoon for periods when the receiving crop is
dormant (such as wintertime for bermudagrass) or when there are extended rainy spells such as a
thunderstorm season in the summertime. This means that at the first sign of plant growth in the
later winter / early spring, irrigation according to a farm waste management plan should be done
whenever the land in dry enough to receive lagoon liquid. This will make storage space available
in the lagoon for future wet periods. In the late summer / early fall the lagoon should be pumped
down to the low marker (see Figure 2-1) to allow for winter storage. Every effort should be made
to maintain the lagoon close to the minimum liquid level as long as the weather and waste
utilization plan will allow it.
Waiting until the lagoon has reached its maximum storage capacity before starting to irrigated does
not leave room for storing excess water during extended wet periods. Overflow from the lagoon for
any reason except a 25-year, 24-hour storm is a violation of state law and subject to penalty
action.
The routine maintenance of a lagoon involves the following:
Maintenance of a vegetative cover for the dam. Fescue or common bermudagrass
are the most common vegetative covers. The vegetation should be fertilized each
year, if needed, to maintain a vigorous stand. The amount of fertilized applied
should be based on a soils test, but in the event that it is not practical to obtain a
soils test each year, the lagoon embankment and surrounding areas should be
fertilized with 800 pounds per acre of 10-10-10, or equivalent.
o Brush and trees on the embankment must be controlled. This may be done by
mowing, spraying, grazing, chopping, or a combination of these practices. This
should be done at least once a year and possibly twice in years that weather
conditions are favorable for heavy vegetative growth.
NOTE: If vegetation is controlled by spraying, the herbicide must not be allowed to enter the
lagoon water. Such chemicals could harm the bacteria in the lagoon that are treating the waste.
Maintenance inspections of the entire lagoon should be made during the initial filling of the lagoon
and at least monthly and after major rainfall and storm events. Items to be checked should
include, as a minimum, the following:
Waste Inlet Pipes, Recycling Pipes, and Overflow Pipes -- look for:
1. separation of joints
2. cracks or breaks
3. accumulation of salts or minerals
4. overall condition of pipes
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Lag on surface look fir:
1. undesirable vegetative growth
2. floating or lodged debris
Embankeit Book for:
1. settlement, cracking, or "jug" holes
2. side slope stability -- slumps or bulges
3. wet or damp areas on the back slope
4. erosion due to lack or vegetation or as a result of wave action
5. rodent damage
Larger lagoons may be subject to liner damage due to wave action caused by strong
winds. These waves can erode the lagoon sidewalls, thereby weakening the lagoon
dam. A good stand of vegetation will reduce the potential damage caused by wave
action. If wave action causes serious damage to a lagoon sidewall, baffles in the lagoon
may be used to reduce the wave impacts.
Any of these features could lead to erosion and weakening of the dam. If your lagoon
has any of these features, you should call an appropriate expert familiar with design and
construction of waste lagoons. You may need to provide a temporary fix if there is a
threat of a waste discharge. However, a permanent solution should be reviewed by the
technical expert. Any digging into a lagoon dam with heavy equipment is a serious
undertaking with potentially serious consequences and should not be conducted unless
recommended by an appropriate technical expert.
Transfer Pumps em check for pr per operation of:
1. recycling pumps
2. irrigation pumps
Check for leaks, loose fittings, and overall pump operation. An unusually loud or grinding
noise, or a large amount of vibration, may indicate that the pump is in need of repair or
replacement.
NOTE: Pumping systems should be inspected and operated frequently enough so that
you are not completely "surprised" by equipment failure. You should perform your
pumping system maintenance at a time when your lagoon is at its low level. This will
allow some safety time should major repairs be required. Having a nearly full lagoon is
not the time to think about switching, repairing, or borrowing pumps. Probably, if your
lagoon is full, your neighbor's lagoon is full also. You should consider maintaining an
inventory of spare parts or pumps.
Surface water diversion features are designed to carry all surface drainage
waters (such as rainfall runoff, roof drainage, gutter outlets, and parking lot
runoff) away from your lagoon and other waste treatment or storage
structures. The only water that should be coming from your lagoon is that
which comes from your flushing (washing) system pipes and the rainfall that
hits the lagoon directly. You should inspect your diversion system for the
following:
1. adequate vegetation
2. diversion capacity
3. ridge berm height
•
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Identified problems should be corrected promptly. It is advisable to inspect your system
during or immediately following a heavy rain. If technical assistance is needed to
determine proper solutions, consult with appropriate experts.
You should record the level of the lagoon just prior to when rain is predicted, and then
record the level again 4 to 6 hours after the rain (assumes there is no pumping). This will
give you an idea of how much your lagoon level will rise with a certain rainfall amount
(you must also be recording your rainfall for this to work). Knowing this should help in
planning irrigation applications and storage. If your lagoon rises excessively, you may
have an overflow problem from a surface water diversion or there may be seepage into
the lagoon from the surrounding land.
Lag won Operation
Startup:
1. Immediately after construction establish a complete sod cover on bare soil
surfaces to avoid erosion.
2. Fill new lagoon design treatment volume at least half full of water before waste
loading begins, taking care not to erode lining or bank slopes.
3. Drainpipes into the lagoon should have a flexible pipe extender on the end of the
pipe to discharge near the bottom of the lagoon during initial filling or another
means of slowing the incoming water to avoid erosion of the lining.
4. When possible, begin loading new lagoons in the spring to maximize bacterial
establishment (due to warmer weather).
5. It is recommended that a new lagoon be seeded with sludge from a healthy
working swine lagoon in the amount of 0.25 percent of the full lagoon liquid
volume. This seeding should occur at least two weeks prior to the addition of
wastewater.
6. Maintain a periodic check on the lagoon liquid pH. If the pH falls below 7.0, add
agricultural lime at the rate of 1 pound per 1000 cubic feet of lagoon liquid volume
until the pH rises above 7.0. Optimum lagoon liquid pH is between 7.5 and 8.0.
7. A dark color, lack of bubbling, and excessive odor signals inadequate biological
activity. Consultation with a technical specialist is recommended if these
conditions occur for prolonged periods, especially during the warm season.
ading:
The more frequently and regularly that wastewater is added to a lagoon, the better the
lagoon will function. Flush systems that wash waste into the lagoon several times daily
are optimum for treatment. Pit recharge systems, in which one or more buildings are
drained and recharged each day, also work well.
4

o Practice water conservation --- minimize building water
leaking waterers, broken pipes and washdown through
water conservation.
o Minimize feed wastage and spillage by keeping feeders a
the amount of solids entering the lagoon.
6SSanagement:
o Maintain lagoon liquid level
temporary storage level.
usage and spillage from
proper maintenance and
djusted. This will reduce
between the permanent storage level and the full
o Place visible markers or stakes on the lagoon bank to show the minimum liquid level
and the maximum liquid level. (Figure 2-1).
o Start irrigating at the earliest possible date in the spring based on nutrient
requirements and soil moisture so that temporary storage will be maximized for the
summer thunderstorm season. Similarly, irrigate in the late summer / early fall to
provide maximum lagoon storage for the winter.
o The lagoon liquid level should never be closer than 1 foot to the lowest point of the
dam or embankment.
o Don not pump the lagoon liquid level lower than the permanent storage level unless
you are removing sludge.
• Locate float pump intakes approximately 18 inches underneath the liquid surface and
as far away from the drainpipe inlets as possible.
o Prevent additions of bedding materials, long-stemmed forage or vegetation, molded
feed, plastic syringes, or other foreign materials into the lagoon.
o Frequently remove solids from catch basins at end of confinement houses or
wherever they are installed.
o Maintain strict vegetation, rodent, and varmint control near lagoon edges.
o Do not allow trees or large bushes to grow on lagoon dam or embankment.
o Remove sludge from the lagoon either when the sludge storage capacity is full or
before it fills 50 percent of the permanent storage volume.
o If animal production is to be terminated, the owner is responsible for obtaining and
implementing a closure plan to eliminate the possibility of a pollutant discharge.
SDudge Removrs :
Rate of lagoon sludge buildup can be reduced by:
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o proper lagoon sizing,
• mechanical solids separation of flushed waste,
o gravity settling of flushed waste solids in an appropriately designed basin, or
o minimizing feed wastage and spillage.
Lagoon sludge that is removed annually rather than stored long term will:
o have more nutrients,
• have more odor, and
o require more land to properly use the nutrients.
Removal techniques:
o Hire a custom applicator.
o Mix the sludge and lagoon liquid with a chopper - agitator impeller pump through large
- bore sprinkler irrigation system onto nearby cropland; and soil incorporate.
o Dewater the upper part of lagoon by irrigation onto nearby cropland or forageland; mix
remaining sludge; pump into liquid sludge applicator; haul and spread onto cropland or
forageland; and soil incorporate.
o Dewater the upper part of lagoon by irrigation onto nearby cropland or forageland;
dredge sludge from lagoon with dragline or sludge barge; berm an area beside lagoon
to receive the sludge so that liquids can drain back into lagoon; allow sludge to
dewater; haul and spread with manure spreader onto cropland or forageland; and soil
incorporate.
Regardless of the method, you must have the sludge material analyzed for waste
constituents just as you would your lagoon water. The sludge will contain different
nutrient and metal values from the liquid. The application of the sludge to fields will be
limited by these nutrients as well as any previous waste applications to that field and
crop requirement. Waste application rates will be discussed in detail in Chapter 3.
When removing sludge, you must also pay attention to the liner to prevent damage -
Close attention by the pumper or drag -line operator will ensure that the lagoon liner
remains intact. If you see soil material or the synthetic liner material being disturbed, you
should stop the activity immediately and not resume until you are sure that the sludge
can be removed without liner injury. If the liner is damaged it must be repaired as soon
as possible.
Sludge removed from the lagoon has a much higher phosphorus and heavy rnetal
content than liquid. Because of this it should probably be applied to land with IOW
phosphorus and metal levels, as indicated by a soil test, and incorporated to reduce the
chance of erosion. Note that if the sludge is applied to fields with very high soil -test
phosphors, it should be applied only at rates equal to the crop removal of phosphorus.
As with other wastes, always have your lagoon sludge analyzed for its nutrient value-
6