310347_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: 31-0347 Certificate Of Coverage Number: AWS310347
2. Facility Name: H&H Farms
3. Landowner's Name (same as on the Waste Management Plan): Sosej ..h McCo! Hudson
4. Landowner's Mailing Address: 2476 Summerlin Cross Roads Rd
City: Mount Olive State: NC Zip: 28365
Telephone Number: 910-267-5901 Ext. E-mail:
5. Facility's Physical Address: 2476 Summerlin Crossroads Rd
City: Mount Olive State: NC Zip: 28365
6. County where Facility is located: Duplin
7. Farm Manager's Name (if different from Landowner): Rose Hudson
8. Farm Manager's telephone number (include area code):
9. Integrator's Name (if there is not an Integrator, write "None"): Murphy -Brown LLC
10. Operator Name (OIC): Joseph McCo% Hudson Phone No.: 919-222-7535 OIC #: 17226
11. Lessee's Name (if there is not a Lessee, write "None"):
12. Indicate animal operation type and number:
Current Permit: Operations Type Allowable Count
Swine - Feeder to Finish 2,448
Operation Types:
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 Peultn
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
1
Estimated
Date
Built
Liner Type
(Clay, Synthetic,
Unknown)
e44
Capacity
(Cubic Feet)
Si25',FG
Estimated
Surface Area
(Square Feet)
Design Freeboard
"Redline"
(Inches)
19.50
Mail one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed application
as required by NC General Statutes 143-215.10C(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 utili7Pd 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®nedenr.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: — ' S E' 7 l /7d-- Title: _ 0%/lle
Name:
Date: _L ^ / 9- / 7
Signature:
Name:
Signature:
Title:
Date:
Title:
Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Telephone number: [phone]
E-mail: [e-mail]
RECENCDEQ/DWR
MAR 2 5 203
Water Quality
Regional Operations Section
FORM: RENEWAL -STATE GENERAL 02/2019

Nutrient Management Plan For Animal Waste Utilization
05-06-2004
This plan has been prepared for:
H & H Farms 31347
Joseph Hudson
2476 Crossroads Rd
Mt. Olive, NC 28365
919-658-0242
This plan has been developed by:
Billy W Houston
Duplin Soil & Water Conservation
PO Box 219
Kenansville, NC 28349
910-296-2120
Developer Signature
Type of Plan: Nitrogen Only with Manure Only
Owner/Manager/Producer Agreement
I (we) understand and agree to the specifications and the operation and maintenance procedures
established in this nutrient management plan which includes an animal waste utilization plan for
the farm named above. I have read and understand the Required Specifications concerning animal
waste management that are included with this plan.
Signature (owner)
Signature (manager or producer)
3-7 64/
Date
Date
This plan meets the minimum standards and specifications of the U.S. Department of Agriculture -
Natural Resources Conservation Service or the standard of practices adopted by the Soil and Water
Conservation Commission.
Plan Approved By:
Technical
pecialist Signature
k-V6/
519770 Database Version 3.1
Date Printed: 05-06-2004 Cover Page 1

Nutrients applied in accordance with this plan will be supplied from the following
g
Commercial Fertilizer is not included in this plan.
S7 Swine Feeder -Finish Lagoon Liquid waste generated 2,269,296 gals/year by a 2,448
animal Swine Finishing Lagoon Liquid operation. This production facility has waste
storage capacities of approximately 180 days.
Estimated Pounds of Plant Available Nitrogen Generated per Year
Max. Avail.
PAN (lbs) *
5,681
Volume Surplus/
nyl,iica �tJations) Deficit (Gallons)
6729 -1,048 2,687,691 _
-418,395
Note: In source ID, S means standard source, U means user defined source.
* Max. Available PAN is calculated on the basis of the actual application method(s) identified in the plan for this source.
519770 Database Version 3.1 Date Printed: 05-06-2004 Source Page Page 1 of 1

Narrative
This WUP has been updated to the most current format available through USDA/NRCS
Mr. Hudson may substitute Corn or Soybeans in this rotation if desired and still meet the nutrient
budget needs for this operation.( SEE ATTACHED WUT)
The smallgrain in this WUP may be either harvested or cut for hay/silage. If the smallgrain is cut for
hay/silage it may be grazed, proir to harvesting.
519770 Database Version 3.1 Date Printed: 05-06-2004 Narrative Page Page 1 of 1

The table shown below provides a summary of the crops or rotations included in this plan for each field. Realistic Yield estimates
are also provided for each crop in the plan. In addition, the Leaching Index for each field is shown, where available.
Er
Planned Crops Summary
Tract
2244
2244
2244
•
2244
2244
3067
Field
5a
5b
5c
5d
5e
2a
•
Total
Acres
7.29
7.26
7.32
6.31
6.31
3.67
Useable
Acres
7.29
7.26
7.32
6.31
-010
6.31
3.67
PLAN TOTALS: 38.16 38.16
Leaching
Index (LI)
N/A
N/A
N/A
N/A
N/A
N/A
Soil Series
Norfolk
Norfolk
Crop Sequence
Small Grain, Silage/Hay
Cotton
Small Grain, Silage/Hay
Cotton
Norfolk Small Grain, Silage/Hay
Cotton
Norfolk Small Grain, Silage/Hay
Norfolk
Autryville
Cotton
Small Grain, Silage/Hay
Cotton
Small Grain, Silage/Hay
Soybeans, Manured, Double Crop
RYE
10.0 Tons
875 lbs.
10.0 Tons
875 lbs.
10.0 Tons
875 lbs.
10.0 Tons
875 lbs.
10.0 Tons
875 lbs.
7.0 Tons
25 bu.
<2
>= 2 &
<= 10
Potential leaching
Low potential to contribute to soluble
nutrient leaching below the root zone.
Moderate potential to contribute to
soluble nutrient leaching below the root
zone.
Technical Guidance
None
Nutrient Management (590) should be planned.
High potential to contribute to soluble
nutrient leaching below the root zone.
> 10
Nutrient Management (590) should be planned. Other conservation practices that improve
the soils available water holding capacity and improve nutrient use efficiency should be
considered. Examples are Cover Crops (340) to scavenge nutrients, Sod -Based Rotations
(328), Long -Term No -Till (778), and edge -of -field practices such as Filter Strips (393) and
Riparian Forest Buffers (391).
519770
Database Version 3.1
NOTE: Symbol * means user entered data.
Date Printed 5/6/2004
PCS Page Page 1 of 1

519770 Database Version 3.1
Date Printed: 5/6/2004
WUT Page Page 1 of 2

The Waste Utilization table shown below summarizes the waste utilization plan for this operation. This plan provides an estimate of the number
ma nutrients being produced. The plan requires consideration of the realistic yields of the crops to be grown, their nutrient requirements,
of acres f pplica ti needed to use
maximize nutrient uptake. and proper timing of applications to
This table provides an estimate of the amount of nitrogen required by the cropbeing
commercial fertilizer and residual from previous crops. An estimate of the quantity of solid and liquid waste that will be applied on each field in order to supply
grown and an estimate of the nitrogen amount being supplied by manure or other by-products,
of nitrogen from each source is also included. A balance of the total manure produced and the total manure applied is included in the table to ensure
for the utilization of the manure generated by the operation. the indicated quantity
that the plan adequately provides
Waste Utilization Table
Tract
2244
2244
2244
2244
2244
2244
2244
2244
Field
Source
ID
MEI
5b
S7
EMI"
1.1111
2244
Soil Series
Norfolk
Norfolk
Norfolk
Norfolk
Norfolk
Total
Acres
7.29
7.29
7.26
7.26
Use.
Acres
7.29
7.29
7.26
7.26
MEI
Norfolk
Norfolk
Norfolk
Norfolk
Norfolk
3067 2a S7 Autryville
6.31
6.31
6.31
3067 2a S7
Autryville
6.31
6.31
Year 1
Crop
Small Grain, Silage/Hay
Cotton
Small Grain, Silage/Hay
Cotton
Small Grain, Silage/Hay
Cotton .
Small Grain, Silage/Hay
6.31 Cotton
6.31 Small Grain, Silage/Hay
6.31 Cotton
3.67 3.67 Small Grain, Silage/Hay
3.67
3.67
Soybeans, Manured, Double Crop
RYE
10.0 Ton
875 lbs.
10.0 Ton
875 lbs.
10.0 Ton
875 lbs.
10.0 Ton
875 lbs.
7.0 Tons
25 bu.
Applic.
Period
9/1-3/31
3/15-7/31
9/1-3/31
3/15-7/31
3/15-7/31
9/1-3/31
3/15-7/31
3/15-7/31
9/1-3/31
4/1-9/15
Nitrogen Comm. Res.
PA Fert. (lbs/A)
Nutrient Nutrient
Req'd Applied
(lbs/A) (lbs/A)
114
114
78
0
0
0
0
0
0
0
85
0
100
0
■
MEM
1111trigill
EMI
EINE
PAN
Manure
PA
NutrientA
pplied
(lbs/A)
Applic.
Method
&rig.
99
Im
g.
Irrig
*15 Irrig.
0
Irrig.
*15
Irrig.
99
99
78
99
Liquid
ManureA
pplied
(acre)
Solid Liquid
Manure Manure
Applied Applied
(acre) (Field)
1000
gal/A Tons 1000 gals
31.16
39.55
31.16
39.55
31.16
39.55
99 39.55
78 31.16
70
Irrig. 100
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
227.13
287.09
226.20
289.47
228.07
249.53
196.60
249.53
196.60
Solid
Manure
Applied
(Field)
tons
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
27.96 0.00 102.62 0.00
39.94 0.00 146.60 0.001
519770 Database Version 3.1
Date Printed: 5/6/2004
WUT Page Page 1 of 2

ear ;<
Tract
Field
Source
ID
Soil Series
Total
Acres
Use.
Acres
Crop
RYE
Applic.
Period
Notes: 1. In the tract column, — symbol means leased, otherwise, owned. 2. Symbol * means user entered da
519770 Database Version 3.1 Date Printed: 5/6/2004
Nitrogen
PA
Nutrient
Req'd
(lbs/A)
Comm.
Fert.
Nutrient
Applied
(lbs/A)
Res.
(lbs/A)
Applic.
Method
Manure
PA
NutrientA
pplied
(lbs/A)
Liquid
ManureA
pplied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
N
N
N
N
1000
gal/A
Tons
1000 gals
tons
Total Applied, 1000
gallons
2,687.69
4; „'." t;;
Total Produced, 1000 gallons
2,269.30
i _ 'r''
Balance, 1000 gallons
-418.40
i, ,i!,• -.1N.
Total Applied, tons
+y.r` ';�r;
0.00
Total Produced, tons
`;:r�R/�z1
0.00
Balance, tons
. i4< _
0.00
WUT Page Page 2 of 2

The Waste Utilization table shown below summarizes the waste utilization plan for this operation. This plan provides an estimate of the number of acres of cropland needed to use
the nutrients being produced. The plan requires consideration of the realistic yields of the crops to be grown, their nutrient requirements, and proper timing of applications to
maximize nutrient uptake.
This table provides an estimate of the amount of nitrogen required by the crop being grown and an estimate of the nitrogen amount being supplied by manure or other by-products,
commercial fertilizer and residual from previous crops. An estimate of the quantity of solid and liquid waste that will be applied on each field in order to supply the indicated quantity
of nitrogen from each source is also included. A balance of the total manure produced and the total manure applied is included in the table to ensure that the plan adequately provides
for the utilization of the manure generated by the operation.
Waste Utilization Table
r
Tract
2244
2244
2244
2244
Source
Field ID
5a
5a
5b
S7
S7
S7
5b S7
Soil Series
Norfolk
Norfolk
Norfolk
Norfolk
Total
Acres
7.29
7.29
7.26
7.26
Use.
Acres
7.29
7.29
7.26
7.26
Year 1
Crop RYE
Small Grain, Silage/Hay 10.0 Ton
Soybeans, Manured, Double Crop 35 bu.
Applic.
Period
Soy►3EAN
5M41,LGi¢gj PAN
Nitrogen Comm. Res.
PA Fert. (lbs/A)
Nutrient Nutrient
Req'd Applied
(lbs/A) (Ibs/A)
Applic.
N Method
Manure Liquid Solid
PA ManureA Manure
NutrientA pplied Applied
pplied (acre) (acre)
(lbs/A)
Liquid
Manure
Applied
(Field)
1000
gal/A
Tons
1000 gals
9/1-3/31
4/1-9/15
114
137
0
0
*15
0
Inig.
Irrig.
99
137
39.55
54.72
0.00
0.00
288.28
398.93
Solid
Manure
Applied
(Field)
tons
0.00
0.00
10.0 Ton
Soybeans, Manured, Double Crop 35 bu.
Small Grain, Silage/Hay
9/1-3/31
114
0
*15
Inig.
99
39.55
0.00
287.09
0.00
4/1-9/15
137
0
0
2244
2244
5c
5c
S7
S7
Norfolk
7.32
7.32
Small Grain, Silage/Hay 10.0 Ton
9/1-3/31
114
0
*15
Irrig.
Irrig.
137
54.72
0.00
397.29
0.00
99
39.55
0.00
289.47
0.00
Norfolk
7.32
7.32
Soybeans, Manured, Double Crop 35 bu.
4/1-9/15
137
0
0
2244
5d
S7
Norfolk
6.31
6.31
Small Grain, Silage/Hay 10.0 Ton
9/1-3/31
114
0
*15
2244
2244
5d
5e
S7
S7
Norfolk
Norfolk
6.31
6.31
Soybeans, Manured, Double Crop 35 bu.
4/1-9/15
137
0
0
Inig.
Irrig.
Inig.
137
54.72
0.00
400.58
0.00
99
39.55
0.00
249.53
0.00
137
54.72
0.00
345.31
0.00
6.31
6.31
Small Grain, Silage/Hay 10.0 Ton 9/1-3/31
114
0
*15
2244
3067
5e
2a
S7
S7
Norfolk
Autryville
6.31
6.31
Soybeans, Manured, Double Crop 35 bu. 4/1-9/15
137
0
0
Inig.
99
39.55
0.00
249.53
0.00
137
54.72
0.00
345.31
0.00
3.67
3.67
Small Grain, Silage/Hay 7.0 Tons
9/1-3/31
85
0
*15
3067 2a
Picvlcw
37ct�go
S7 •Autryville
3.67
3.67 Soybeans, Manured, Double Crop
Database Version 3.1 Date Printed: 5/5/2004
25 bu. 4/1-9/15 100
0
0
Irrig.
Irrig.
70
27.96
0.00
102.62
0.00
100 39.94 0.00
146.60
WUT Page Page 1 of 2
0.00

Tract
Field
Source
ID
Soil Series
Total
Acres
Use.
Acres
Crop
RYE
Applic.
Period
Nitrogen
PA
Nutrient
Req'd
(lbs/A)
N
Comm.
Fert.
Nutrient
Applied
(lbs/A)
N
Res.
(lbs/A)
Applic.
Method
Notes: 1. In the tract column, — symbol means leased, otherwise, owned. 2. Symbol * means user entered data.
Manure
PA
NutrientA,
pplied
(lbs/A)
Liquid
ManureA
pplied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
N
1000
gal/A
Tons
1000 gals
tons
Total Applied, 1000 gallons
3,500.52
Total Produced, 1000 gallons
2,269.30
Balance, 1000 gallons
-1,231.22
Total Applied, tons
0.00
Total Produced, tons
•.
0.00
Balance, tons
0.00
RECENEDINCDEGUDWR.
MAR 2 5 2019
Water Quality
Regional Operations Section
Preview, Database Version 3.1 Date Printed: 5/5/2004 WUT Page Page 2 of 2

The Waste Utilization table shown below summarizes the waste utilization plan for this operation. This plan provides an estimate of the number of acres of cropland needed to use
the nutrients being produced. The plan requires consideration of the realistic yields of the crops to be grown, their nutrient requirements, and proper timing of applications to
maximize nutrient uptake.
This table provides an estimate of the amount of nitrogen required by the crop being grown and an estimate of the nitrogen amount being supplied by manure or other by-products,
commercial fertilizer and residual from previous crops. An estimate of the quantity of solid and liquid waste that will be applied on each field in order to supply the indicated quantity
of nitrogen from each source is also included. A balance of the total manure produced and the total manure applied is included in the table to ensure that the plan adequately provides
for the utilization of the manure generated by the operation.
Waste Utilization Table 4-
Tract
2244
Field
5a
Source
ID
S7
Soil Series
Norfolk
ifk,1. z w )
Total
Acres
7.29
Use.
Acres
7.29
Crop
Small Grain, Silage/Hay
Year 1
RYE
Applic.
Period
10.0 Ton 9/1-3/3
2244
5a
S7
Norfolk
7.29
7.29
Com, Grain
115 bu. 2/15-6/3
2244
5b
S7
Norfolk
7.26
7.26
Small Grain, Silage/Hay
10.0 Ton 9/1-3/31
2244
5b
S7
Norfolk
7.26
7.26
Corn, Grain
115 bu. 2/15-6/3
2244
5c
S7
Norfolk
7.32
7.32
Small Grain, Silage/Hay
10.0 Ton 9/1-3/31
2244
5c
S7
Norfolk
7.32
7.32
Com, Grain
115 bu. 2/15-6/3
2244
2244
5d
S7
Norfolk
6.31
6.31
Small Grain, Silage/Hay
10.0 Ton 9/1-3/31
5d
S7
Norfolk
6.31
6.31
Corn, Grain
115 bu. 2/15-6/3
2244
5e
S7
Norfolk
6.31
6.31
Small Grain, Silage/Hay
10.0 Ton 9/1-3/31
2244
3067
5e
2a
S7
S7
Norfolk
Autryville
6.31
3.67
6.31
3.67
Corn, Grain
Small Grain, Silage/Hay
3067
2a
S7 Autryville
3.67
3.67 Corn, Grain
115 bu. 2/15-6/3
7.0 Tons 9/1-3/31
85 bu. 2/15-6/3
C o 121'
JAA41.,GMLK PiqN
Nitrogen
PA
Nutrient
Req'd
(lbs/A)
0
Comm.
Fert.
Nutrient
Applied
(lbs/A)
Res.
(lbs/A)
Manure
PA
Nutrient:'
pplied
(Ibs/A)
Liquid
ManureA
pplied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
N
N
N
Applic.
Method
N
1000
gal/A
Tons
1000 gals
tons
I 114
0
*15
Irrig.
99
39.55
0.00
288.28
0.00
0 131
0
0
Irrig.
131
52.33
0.00
381.46
0.00
114
0
*15
Irrig.
99
39.55
0.00
287.09
0.00
3 131
0
0
Irrig.
131
52.33
0.00
379.89
0.00
114
0
*15
Irrig.
99
39.55
0.00
289.47
0.00
131
0
0
Irrig.
131
52.33
0.00
383.03
0.00
_
114
0
*15
Irrig.
99
39.55
0.00
249.53
0.00
1 131
0
0
Irrig.
131
52.33
0.00
330.18
0.00
114
0
*15
Irrig.
99
39.55
0.00
249.53
0.00
131
0
0
Irrig.
131
52.33
0.00
330.18
0.00
85
0
*15
Irrig.
70
27.96
0.00
102.62
0.00
104
0
0
Irrig.
104
41.54
0.00
152.46
0.00
Proviow Database Version 3.1 Date Printed: 5/5/2004 WUT Page Page 1 of 2
$1Rrr0

Tract
Field
Source
ID
Soil Series
Total
Acres
Use.
Acres
Crop
RYE
Applic.
Period
Nitrogen
PA
Nutrient
Req'd
(lbs/A)
Comm.
Fert.
Nutrient
Applied
(lbs/A)
Res.
(lbs/A)
Applic,
Methoc
— —
N
t
N
N
Manure Liquid Solid
PA ManureA Manure
NutrientA pplied. Applied
pplied (acre) (acre)
(lbs/A)
Liquid
Manure
Applied
(Field)
Solid [
Manure
Applied
(Field)
1000
N gal/A
Tons
Total Applied, 1000 gallons
1000 gals
3,423.72
tons
Total Produced, 1000 gallons
2,269.30
Balance, 1000 gallons
-1,154.43
Total Applied, tons
0.00
Total Produced, tons
0.00
Notes: 1. In the tract column, .- symbol means leased, otherwise, owned. 2. Symbol * means user entered data.
Balance, tons
0.00
Database Version 3.1 Date Printed: 5/5/2004 WUT Page Page 2 of 2
sr q r2'ro

The Irrigation Application Factors for each field in this plan are shown in the following table. Infiltration rate varies with soils. If
applying waste nutrients through an irrigation system, you must apply at a rate that will not result in runoff. This table provides the
maximum application rate per hour that may be applied to each field selected to receive wastewater. It also lists the maximum
application amount that each field may receive in any one application event.
Irrigation Application Factors
Tract
Field
Soil Series
Application Rate
(inches/hour)
Application Amount
(inches)
2244
5a
Norfolk
0.50
1.0
2244
5b
Norfolk
0.50
1.0
2244
5c
Norfolk
0.50
1.0
2244
5d
Norfolk
0.50
1.0
2244
5e
Norfolk
0.50
1.0
3067
2a
Autiyville
0.60
1.0
519770 Database Version 3.1 Date Printed 5/6/2004 IAF Page Page 1 of 1
NOTE: Symbol * means user entered data.

The following Lagoon Sludge Nitrogen Utilization table provides an estimate of the number of acres needed for sludge
utilization for the indicated accumulation period. These estimates are based on average nitrogen concentrations for each source,
the number of animals in the facility and the plant available nitrogen application rates shown in the second column.
Lagoon sludge contains nutrients and organic matter remaining after treatment and application of the effluent. At clean out, this
material must be utilized for crop production and applied at agronomic rates. In most cases, the priority nutrient is nitrogen but
other nutrients including phosphorous, copper and zinc can also be limiting. Since nutrient levels are generally very high,
application of sludge must be carefully applied.
Sites must first be evaluated for their suitability for sludge application. Ideally, effluent spray fields should not be used for
sludge application. If this is not possible, care should be taken not to load effluent application fields with high amounts of
copper and zinc so that additional effluent cannot be applied. On sites vulnerable to surface water moving to streams and lakes,
phosphorous is a concern. Soils containing very high phosphorous levels may also be a concern.
Lagoon Sludge Nitrogen Utilization Table
Crop
Maximum
PA-N Rate
lb/ac
Maximum Sludge
Application Rate
1000 gal/ac
Minimum Acres
5 Years Accumulation
Minimum Acres
10 Years Accumulation
Minimum Acres
15 Years Accumulation
Swine Feeder -Finish Lagoon Sludge - Standard
Corn 120 bu
150
13.16
30.69
61.38
92.07
Hay 6 ton RY.E.
300
26.32
15.34
30.69
46.03
Soybean 40 bu
160
14.04
28.77
57.54
86.31
519770 Database Version 3.1 Date Printed: 05-06-2004 Sludge Page Page 1 of

The Available Waste Storage Capacity table provides an estimate of the number of days of storage capacity available
at the end of each month of the plan. Available storage capacity is calculated as the design storage capacity in days
minus the number of days of net storage volume accumulated. The start date is a value entered by the user and is
defined as the date prior to applying nutrients to the first crop in the plan at which storage volume in the lagoon or
holding pond is equal to zero.
Available storage capacity should be greater than or equal to zero and less than or equal to the design storage
capacity of the facility. If the available storage capacity is greater than the design storage capacity, this indicates that
the plan calls for the application of nutrients that have not yet accumulated. If available storage capacity is negative,
the estimated volume of accumulated waste exceeds the design storage volume of the structure. Either of these
situations indicates that the planned application interval in the waste utilization plan is inconsistent with the
structure's temporary storage capacity.
Available Waste Storage Ca wit
Source Name
Swine Feeder -Finish Lagoon Liquid
Design Storage Capacity (Days)
Start Date
9/1
180
Plan Year
— —
Month
Available Storage Capacity (Days) *
1
1
= 173
1
2
169
1
3
180
1
4
180
1
5
180
1
6
180
1
7
180
1
8
151
1
9
147
1
10
140
I
1
11
134
i
1
12
180
* Available Storage Capacity is calculated as of the end of each month.
519770 Database Version 3.1 Date Printed: 05-06-2004 Capacity Page Page 1 of 1

Required Specifications For Animal Waste Management
1. Animal waste shall not reach surface waters of the state by runoff, drift,
manmade conveyances, direct application, or direct discharge during operation
or land application. Any discharge of waste that reaches surface water is
prohibited.
2. There must be documentation in the design folder that the producer either owns
or has an agreement for use of adequate land on which to properly apply the
waste. If the producer does not own adequate land to properly dispose of the
waste, he/she shall provide evidence of an agreement with a landowner, who is
within a reasonable proximity, allowing him/her the use of the land for waste
application. It is the responsibility of the owner of the waste production facility to
secure an update of the Nutrient Management Plan when there is a change in the
operation, increase in the number of animals, method of application, receiving
crop type, or available land.
3. Animal waste shall be applied to meet, but not exceed, the nitrogen needs for
realistic crop yields based upon soil type, available moisture, historical data,
climatic conditions, and level of management, unless there are regulations that
restrict the rate of applications for other nutrients.
4. Animal waste shall be applied to land eroding less than 5 tons per acre per year.
Waste may be applied to land eroding at more than 5 tons per acre per year but
less than 10 tons per acre per year provided grass filter strips are installed where
runoff leaves the field (see USDA, NRCS Field Office Technical Guide Standard
393 - Filter Strips).
5. Odors can be reduced by injecting the waste or by disking after waste application.
Waste should not be applied when there is danger of drift from the land
application field.
6. When animal waste is to be applied on acres subject to flooding, waste will be soil
incorporated on conventionally tilled cropland. When waste is applied to
conservation tilled crops or grassland, the waste may be broadcast provided the
application does not occur during a season prone to flooding (see "Weather and
Climate in North Carolina" for guidance).
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.
519770 Database Version 3.1 Date Printed: 5/6/2004 Specification Page 1

8. Animal waste shall not be applied to saturated soils, during rainfall events, or
when the soil surface is frozen.
9. Animal waste shall be applied on actively growing crops in such a manner that
the crop is not covered with waste to a depth that would inhibit growth. The
potential for salt damage from animal waste should also be considered.
10. Nutrients from waste shall not be applied in fall or winter for spring planted
crops on soils with a high potential for leaching. Waste/nutrient loading rates on
these soils should be held to a minimum and a suitable winter cover crop planted
to take up released nutrients. Waste shall not be applied more than 30 days prior
to planting of the crop or forages breaking dormancy.
11. Any new swine facility sited on or after October 1, 1995 shall comply with the
following: The outer perimeter of the land area onto which waste is applied from
a lagoon that is a component of a swine farm shall be at least 50 feet from any
residential property boundary and canal. Animal waste, other than swine waste
from facilities sited on or after October 1, 1995, shall not be applied closer that 25
feet to perennial waters.
12. Animal waste shall not be applied closer than 100 feet to wells.
13. Animal waste shall not be applied closer than 200 feet of dwellings other than
those owned by the landowner.
14. Waste shall be applied in a manner not to reach other property and public
right-of-ways.
15. Animal waste shall not be discharged into surface waters, drainageways, or
wetlands by a discharge or by over -spraying. Animal waste may be applied to
prior converted cropland provided the fields have been approved as a land
application site by a "technical specialist". Animal waste shall not be applied on
grassed waterways that discharge directly into water courses, and on other
grassed waterways, waste shall be applied at agronomic rates in a manner that
causes no runoff or drift from the site.
16. Domestic and industrial waste from washdown facilities, showers, toilets, sinks,
etc., shall not be discharged into the animal waste management system.
519770 Database Version 3.1 Date Printed: 5/6/2004 Specification Page 2

17. A protective cover of appropriate vegetation will be established on all disturbed
areas (lagoon embankments, berms, pipe runs, etc.). Areas shall be fenced, as
necessary, to protect the vegetation. Vegetation such as trees, shrubs, and other
woody species, etc., are limited to areas where considered appropriate. Lagoon
areas should be kept mowed and accessible. Berms and structures should be
inspected regularly for evidence of erosion, leakage, or discharge.
18. If animal production at the facility is to be suspended or terminated, the owner is
responsible for obtaining and implementing a "closure plan" which will eliminate
the possibility of an illegal discharge, pollution, and erosion.
19. Waste handling structures, piping, pumps, reels, etc., should be inspected on a
regular basis to prevent breakdowns, leaks, and spills. A regular maintenance
checklist should be kept on site.
20. Animal waste can be used in a rotation that includes vegetables and other crops
for direct human consumption. However, if animal waste is used on crops for
direct human consumption, it should only be applied pre -plant with no further
applications of animal waste during the crop season.
21. Highly visible markers shall be installed to mark the top and bottom elevations of
the'temporary storage (pumping volume) of all waste treatment lagoons.
Pumping shall be managed to maintain the liquid level between the markers. A
marker will be required to mark the maximum storage volume for waste storage
ponds.
22. Waste shall be tested within 60 days of utilization and soil shall be tested at least
annually at crop sites where waste products are applied. Nitrogen shall be the
rate -determining nutrient, unless other restrictions require waste to be applied
based on other nutrients, resulting in a lower application rate than a nitrogen
based rate. Zinc and copper levels in the soils shall be monitored and alternative
crop sites shall be used when these metals approach excessive levels. pH shall be
adjusted and maintained for optimum crop production. Soil and waste analysis
records shall be kept for a minimum of five years. Poultry dry waste application
records -shall be maintained for a minimum of three years.
Waste application records for all other waste shall be maintained for five (5)
years.
23. Dead animals will be disposed of in a manner that meets North Carolina
regulations.
519770 Database Version 3.1 Date Printed: 5/6/2004 Specification Page 3

Crop Notes
The following crop note applies to field(s): 5a, 5b, 5c, 5d, 5e
Cotton CP: Mineral Soil, medium leachable
In the Coastal Plain, cotton is normally planted from April 15-May 5 when warm(above 65 F)
temperatures and dry weather are present and predicted to remain for at least 5 to 7 days after planting.
Avoid planting after May 20 if at all possible. Review the NCSU Official Variety "green book" and
information from private companies to select a high yielding variety with characteristics needed for your
area and conditions. Plant 4-6 seed/row foot at a depth of 1/2-1". Adequate depth control is essential.
Recommended phosphorus and potash can be broadcast or banded at planting. Apply 20-25 lbs/acre N at
planting. Apply the remaining recommended N as a sidedress application 2 to 3 weeks after first square.
The total N needed is dependent on soil type. Also, apply at least 20 lbs/acre sulfur either at planting or
at sidedressing. Apply 1.0 lb/acre actual boron either at planting or at sidedress; or, foliar apply 1/2 •
lb/acre actual boron with 1/4 lb/acre applied at early bloom and the other 1/41b/acre about 2 weeks later.
The boron needs to be available to the cotton during fruiting. Tissue samples can be analyzed during the
growing season to monitor the nutrient status of the cotton. Timely management of insects, weeds, and
excessive vegetative growth are essential for profitable cotton production.
The following crop note applies to field(s): 2a
Double -Crop Soybeans, Coastal Plain: Mineral soil, medium leachable
Double -crop soybeans should be planted as early in June as possible with planting completed by July 4th.
When no -tilling soybeans in small grain straw, it is essential to manage the straw to achieve adequate
plant populations. Review the NCSU Official Variety "green book" and information from private
companies to select a high yielding variety with the characteristics needed for your area and conditions.
Plant 2-4 seed/row foot for 7-8" drills; 4-6 seed/row foot for 15" rows; 6-8 seed/row foot for 30" rows
and 8-10 seed/row foot for 36" rows. Increase the seeding rate by at least 10% for no -till planting.
Seeding depth should be 1-1 1/2" and adequate depth control is essential. Phosphorus and potash
recommended for the soybeans can be applied to the wheat in the Fall. Soybeans produce their own
nitrogen and are normally grown without additions of nitrogen. However, applications of 20-30 lbs/acre
N are sometimes made at planting to promote early growth and vigor. Tissue samples can be analyzed
during the growing season to monitor the overall nutrient status of the soybeans. Timely management of
weeds and insects is essential for profitable double crop soybean production.
Small Grain Silage
Small Grain Silage
The following crop note applies to field(s): 5a, 5b, 5c, 5d, 5e
The following crop note applies to field(s): 2a
519770 Database Version 3.1 Date Printed: 05-06-2004 Crop Note Page Page 1 of 1

Cit
Joseph Hudson
H & H Farm
Facility # 31-347
''',' ettable acre footprint
T-2244 \\,,
F- 5
cotton, com, winter annuals
soybea
w/a
9
at
962 ft , 7.32 ac. 5c
1027 ft. 7.26 ac. 5b
957 ft. 7.29 ac. 5a
CP
rn
w
2a -.566 ft. 3.67 act:

Operator:
County:
Date:====
Dist.to nearest residence (other than owner):
sows (farrow to finish): ---
sows (farrow to fee eder):==_ >
head (finithing only): >
sows (farrow to wean): >
head (wean to feeder):
Ave. Live Weight for other operations(lbs.)=>
Storage volume for sludge accum. (cu. ft.):=>
Treatment Volume (min. 1 cu. ft./lb.) >
25 Year - 24 Hour Rainfall (in.)
Rainfall in excess of evaporation (in.)
Drainage area of buildings & lots (sq. ft.)=>
Volume of wash water (gallons/day)
Temporary storage period (days)
Freeboard (ft.).
Side slopes (inside lagoon):
Inside top length (ft.):
Inside top width (ft.):
Top of dike elevation (ft.):
Bottom of lagoon elevation (ft.).
Seasonal high water table(SHWT) elev.(ft.):=>
Total required volume:
Actual design volume:
Stop pumping el.(> or = to
(> or = to
> Joseph HudsonFac31347
> Duplin
> ######## ?2� /�d1,4c
ft.
> 489657 cu.
> 512586 cu.
0.0 ft.SHWT)>
41.5 ft.Min.)
Required minimum treatment volume: 330480 cu. ft.
Volume at stop pumping elevation: 334600 cu. ft.
Start pumping elev.: 45.9 ft.
Volume at start pumping elevation: 475953 cu. ft.
Actual volume less 25yr-24hr rain: 471997 cu. ft.
NOTE: Verify that temp. storage is adequate:
Req. volume to be pumped:====> 118588 cu. ft.
Actual volume to be pumped:==> 141354 cu. ft.
2448
0
TO PRINT
ALT-P
1.0
7.5 O&M PLAN
7.0 ALT-O
180
1.0
2.5
465.0
139.7
47.5
35.5
: 1
ft.
ft.
43.4
ft.
CONSTRUCT
SPECS.
ALT-A
SEEDING
SPECS.
ALT-S
TO CLEAR
ALT-C
TO QUIT
LOTUS
ALT-Q
DiN1e/A.4;0j 13044 DA Oerfi1, r-
31?-1j °tc Cs� zt04 �o,t
Alec 57).1Fib
Icy /1"- ic-r
lar r ? l a-f I S

ANIMAL WASTE MANAGEMENT PLAN CERTIFICATION FOR EXISTING FEEDLOTS
Please return the completed form to the Division of Environmental Management at the address on the
reverse side of this form.
Name of farm lease r�' (P Pant) � � � . � �� ,ti-.. s � ``mac . ts, 0 3 \ - 3 "A �
Mailing Address: h e C ss rn c. s C .
Nit. O l i v& 1 N G z W,363-- Thom No.: vq5
Farm location: Latitude and Longitude:County (of farm): D aFv;.-,
3..5' 061 , -7" /'y' JP' `rat (required). Also, please attach a
copy of a county road map with location identified.
Type of operation (swine, Layer, dairy, etc.) : =e_ �- .L% s • e..
Design capacity (number of animals) :
Average size of operation (12 month population avg.): ' M%
Average acreage needed for land application of waste (acres) :�
7-
Technical Specialist Certification
As a technical specialist designated by the -North Carolina Soil and Wate: Conservation Commission pursuant
to 15A NCAC 6F .0005, I certify that the existing animal waste management system for the farm named
above has an animal waste management plan that meets the operation and maintenance standards and
specifications of the Division of Environmental Management and the USDA - Soil Conservation Service
and/or the North Carolina Soil and Water Conservation Commission puruant to 15A NCAC 2H.0217 and
15A NCAC 6F .0001 - .0005. The following elements and their corresponding minimum criteria have been
verified by me or other designated technical specialists and are included in the plan as applicable: minimum
separations (buffers); adequate quantity and amount of land for waste utfli7ation (or use of third party);
access or ownership of proper waste application equipment; schedule for timing of applications; application
rates; loading rates; and the control of the discharge of pollutants from stormwater runoff events less severe
than the 25 - year, 24 - hour storm.
When checked, see reverse side of form for conditions/exceptions.
Name of Technical Specialist (Please Print): flak .
Affiliation (Agency): C a l i:", ,,., .� • D:5-4'
Address (Agency):P.o j.1
Phone No.: (9wo`J
Signature: [i 'int. 1461404, , �7.1-q J Dom:
Owner/Manager Agreement
I (we) understand the operation and maintenance procedures established ia the approved animal waste
management plan for the farm named above and will implement these procedures. 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 Division of Environmental Management
before the new animals are stocked. I (we) also understand that there must be no discharge of animal waste
from this system to surface waters of the state either directly through a man-made conveyance or through
runoff from a storm event less severe that the 25-year, 24-hour storm. The approved plan will be filed at the
farm and at the office of the local Soil and Water Conservation District.
Name of Lan weer (Please Print .) & k m . 01 _ : A
Signature:
`�`
3C �f✓ly ✓ � Date: = _ a y-
Name of Ma , ger, i different rom owner (Please print):
Signature:
Date:
Note: A change in land ownership requires notification or a new certification (if the approved pan is changed) within 60 days of a title transfer.
DEM USE ONLY: ACE#
1

CONDITIONS AND/OR EXCEPTIONS TO CER7.7FICATION
All statements checked apply to this certific:::.;.,,:.a:
The installed irrigation system has not been evaluated concerning nozzle size, spray pattern, spacing, pump size, pipe size,
etc. It is the responsibility of the producer to operate the system with the proper components and to supply the required
maintenance to assure that no runoff occurs. The producer is "encouraged to have an irrigation sperialist, possibly the dealer
where the system was purchased, prepare an operation and maintenance plan for the irrigation system so that the producer
knows how to operate the equipment to meet the non -discharge requirements.
The waste management plan for this operation is based upon yields higher than what is now recommended by NRCS;
however, these yields are obtainable under high levels of management." This increase in projected yields is nereccary since
the NRCS plan prepared for this operation at the time of construction was based upon these higher yields and the producer
followed NRCS guidelines when building this operation.
Because of limited acres for land application, and because the original NRCS waste utilization plan did not require
additional acres for buffers and irrigation inefficiency, it may be necessary for the producer to operate half sprinklers, on
solid set systems, along field edges and ditches. Also for traveling irrigation systems, a pull directly adjacent to the ditch with
only a 180 degree pumping radius may be needed to irrigate the entire field. Extreme caution should be exercised when
applying waste close to ditches and wetlands to avoid any discharge.
CER1114ICATION FOR EXISTING FEEDLOTS
INSTRUCTIONS FOR CERTIFICATION OF APPROVED ANIMAL WASTE MANAGEMENT PLANS FOR EXISTING ANIMAL
WASTE MANAGEMENT SYSTEMS SERVING FEEDLOTS
REQUIREMENTS/PURPOSE
In order to be deemed permitted by the Division of Environmental Management (DEM), the owner of any existing animal waste
management system constructed and operational before January 1, 1994 which is designed to serve greater than or equal to the animal
populations listed below is required to submit a signed certification form to DEM before January 1, 1998. Pasture operations are exempt
from the requirement to be certified. •
100 head of cattle
75 horses
250 swine
1,000 sheep
30,000 birds with a liquid waste system
The certification must be signed by the owner of the feedlot (and manager if different from the owner) and by any technical specialist
designated by the Soil and Water Conservation Commission pursuant to 15A NCAC 6F .0001-.0005. The technical specialist must verify
that all applicable operation and maintenance standards and specifications can be met. Existing systems are not required to meet design
and construction standards and specifications.
Although the areal number of animals on the facility may vary from time to time, the design capacity of the waste handling system should
be used to determine if a farm is subject to the certification requirement. For example, if the waste system for a feedlot is designed to
handle 300 hogs but the average population will be 200 hogs, then the waste management system requires a certification.
This certification is required by regulations governing animal waste management systems adopted by the Environmental Management
Commission (EMC) on December 10, 1992 (Title 15A NCAC 2H .0217).
CERTIFICATION FORM
On the reverse side of this page is the certification form which must be submitted to DEM before January 1, 1998. Assistance in
completing the form can be obtained from one of the local agricultural agencies such as the Soil and Water Conservation District, the
USDA -Soil Conservation Service, or the N.C.. Cooperative Extension Service. The Completed form should be sent to:
'Department of Environment, Health and Natural Resources
Division of Environmental Management
fr Water Quality Section, Planning Branch
P.O. Box 29535
Raleigh, NC 27626-0535

EMERGENCY ACTION PLAN
PHONE NUMBERS
DIVISION OF WATER QUALITY (DWQ)
EMERGENCY MANAGEMENT SERVICES (EMS)
SOIL AND WATER CONSERVATION DISTRICT (SWCD)
NATURAL RESOURCES CONSERVATION SERVICE (NRCS)
COOPERATIVE EXTENSION SERVICE (CES)
>L� - 7 I6 - 7Zl.'
ve- Zi--z/Gc
`-/te -
- 2, -
O Z j'C z/V3
This plan will be implemented in the event that wastes from your operation are leaking,
overflowing or running off site. You should not wait until wastes reach surface waters or
leave your property to consider that you have a problem. You should make every effort to
ensure that this does not happen. This plan should be posted in an accessible location
for all employees at the facility. The following are some action items you should take.
1. Stop the release of wastes. Depending on the situation, this may or may not be possible. Suggested
responses to some possible problems are listed below.
A. Lagoon overflow - possible solutions are:
a) Add soil to berm to increase elevation of dam.
b) Pump wastes to fields at an acceptable rate.
c) Stop all flow to the lagoon immediately.
d) Call a pumping contractor.
e) Make sure no surface water is entering lagoon.
B. Runoff from waste application field -actions include:
a) Immediately stop waste application.
b) Create a temporary diversion to contain waste.
c) Incorporate waste to reduce runoff.
d) Evaluate and eliminate the reason(s) that cause the runoff.
e) Evaluate the application rates for the fields where runoff occurred.
C. Leakage from the waste pipes and sprinklers - action include:
a) Stop recycle pump.
b) Stop irrigation pump.
c) Close valves to eliminate further discharge.
d) Repair all leaks prior to restarting pumps.
D. Leakage from flush systems, houses, solid separators - action include:
a) Stop recycle pump.
b) Stop irrigation pump.
c) Make sure siphon occurs.
d) Stop all flow in the house, flush systems, or solid separators.
E. Leakage from base or sidewall of lagoon. Often this is seepage as opposed to flowing leaks -
possible action:
a) Dig a small sump or ditch from the embankment to catch all seepage, put in a submersible
pump, and pump back to lagoon.
b) If holes are caused by burrowing animals, trap or remove animals and fill holes and
compact with a clay type soil.
c) Have a professional evaluate the condition of the side walls and the lagoon bottom as soon
as possible.
8

2. Assess the extent of the spill and note any obvious damages.
a. Did the waste reach surface waters?
b. Approximately how much was released and for what duration?
c. Any damage notes, such as employee injury, fish kills, or property damage?
d. Did the spill leave the property?
e. Does the spill have the potential to reach surface waters?
f. Could a future rain event cause the spill to reach surface waters?
g. Are potable water wells in danger (either on or off the property)?
h. How much reached surface waters?
3. Contact appropriate agencies.
a. During normal business hours call your DWQ regional office; Phone #, After hours,
emergency number: [phone]. Your phone call should include: your name, facility
number, telephone number, the details of the incident from item 2 above, the exact
location of the facility, the location or direction of the movement of the spill, weather and
wind conditions. The corrective measures that have been under taken, and the
seriousness of the situation.
b. If the spill leaves property or enters surface waters, call local EMS phone number.
c. Instruct EMS to contact local Health Department.
d. Contact CE's phone number, local SWCD office phone number and the local NRCS
office for advice / technical assistance phone number.
4. If none of the above works call 911 or the Sheriffs Department and explain your problem to
them and ask the person to contact the proper agencies for you.
5. Contact the contractor of your choice to begin repair or problem to minimize offsite damage.
a. Contractors Name: Murphy Brown, LLC
b. Contractors Address: P.O. Box 856, Warsaw NC 28398
c . Contractors Phone: [phone]
6. Contact the technical specialist who certified the lagoon (NRCS, Consulting Engineer, etc.)
a. Name: Kraig Westerbeek
b. Phone: i910) 293 - 5330
7. Implement procedures as advised by DWQ and technical assistance agencies to rectify the
damage, repair the system, and reassess the waste management plan to keep problems
with release of wastes from happening again.
9

Insect Control Checklist for Animal Operations
Source Cause BMPs to Control Insects Site Specific Practices
Flush gutters • Accumulation of solids
Lagoons and pits • Crusted solids
Liquid Systems
Cl Flush system is designed and operated
sufficiently to remove accumulated solids from
gutters as designed
0 Remove bridging of accumulated solids at
discharge
Excessive vegetative • Decaying vegetation
growth
El 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 to 8 inches
over more than 30 percent of surface
O Maintain vegetative control along banks of
lagoons and other impoundments to prevent
accumulation of decaying vegetative matter along
water's edge on impoundment's perimeter.
Feeders • Feed spillage
Dry Systems
0 Design, operate, and maintain feed systems
(e.g., bunkers and troughs) to minimize the
accumulation of decaying wastage
CI Clean up spillage on a rcutine basis (e.g., 7- to 10-
day interval during summer; 15- to 30-day interval
during winter)

Swine Farm Waste Management Odor Control Checklist
Source
Farmstead
Animal body
surfaces
Floor surfaces
Cause
• Swine production
BMPs to Minimize Odor
I"1/ Vegetative or wooded buffers
I f 4ecommended best management practices
/Good judgment and common sense
h1 Dry floors
• Dirty manure -covered
animals
• Wet manure -covered floors
Manure collection • Urine
pits
Site Specific Practices
Cl Slotted floors
17 Waterers located over slotted floors
CI Feeders at high end of solid floors
CI Scrape manure buildup from floors
CI Underfloor ventilation for drying
• Partial microbial
decomposition
Ventilation exhaust • Volatile gases
fans
• Dust
Indoor surfaces • Dust
Flush tanks
Flush alleys
CI Frequent manure removal by flush, pit recharge,
or scrape
CI Underfloor ventilation
CI Fan maintenance
0 Efficient air movement
CI Washdown between groups of animals
CI Feed additives
Cl Feeder covers
O Feed delivery downspout extenders to feeder
covers
• Agitation of recycled lagoon O ,F
xtend fill lines to near bottom of tanks with
nti-siphon vents
• Agitation during wastewater CI U
lush tank covers
liquid while tanks are filling E
a
conveyance
nderfloor flush with underfloor ventilation

Swine Farm Waste Management Odor Control Checklist
Source
Cause
Settling basin surface
Manure, slurry, or
sludge spreader
outlets
• Partial microbial
decomposition
• Mixing while filling
• Agitation when emptying
BMPs to Minimize Odor
O Extend drainpipe outlets underneath liquid level
CI Remove settled solids regularly
Site Specific Practices
Uncovered manure,
slurry, or sludge on
field surfaces
• Agitation when spreading
• Volatile gas emissions
Cl Soil injection of slurry/sludges
CI Wash residual manure from spreader after use
El Proven biological additives or oxidants
• Volatile gas emissions while
drying
O Soil injection of slurry/sludges
CI Soil incorporation within 48 hours
O Spread in thin uniform layers for rapid drying
O Proven biological additives or oxidants
Dead animals
• Carcass decomposition
Cl Proper disposition of carcasses
Dead animal disposal
pits
Incinerators
• Carcass decomposition
O. Complete covering of carcasses in burial pits
O Proper location/construction of disposal pits
Standing water
around facilities
• Incomplete combustion
O Secondary stack burners
• Improper drainage
• Microbial decomposition of
organic matter
Manure tracked onto • Poorly maintained access
public roads from roads
farm access
Additional Information:
O Grade and landscape such that water drains away
from facilities
C Farm access road maintenance
Swine Manure Management; .0200 Rule/BMP Packet NCSU, County Extension Center
Available From:

Version —November 26, 2018
ortaIity 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
O El
El El
Q❑
El El
ri
Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal
death. The burial must be at least 300 feet from any flowing stream or public body of water
(G.S.106-403). The bottom of the burial pit should be at least one foot above the seasonal
high water table. Attach burial location map and plan.
Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B .0200.
Rendering at a rendering plant licensed under G.S. 106-168.7.
Complete incineration according to 02 NCAC 52C .0102.
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.
El El 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).
EJ Any method which, in the professional opinion of the State Veterinarian, would make possible
the salvage of part of a dead animal's value without endangering human or animal health.
(Written approval by the State Veterinarian must be attached).
Mass Mortality Plan
Mass mortality plans are required for farms covered by an NPDES permit. These plans are
also recommended for all animal operations. This plan outlines farm -specific mortality man-
agement methods to be used for mass mortality. The NCDA&CS Veterinary Division sup-
ports a variety of emergency mortality disposal options; contact the Division for guidance.
• A catastrophic mortality disposal plan is part of the facility's CAWMP and is activated
when numbers of dead animals exceed normal mortality rates as specified by the State
Veterinarian.
• Burial must be done in accordance with NC General Statutes and NCDA&CS Veterinary
Division regulations and guidance.
• Mass burial sites are subject to additional permit conditions (refer to facility's animal
waste management system permit).
• In the event of imminent threat of a disease emergency, the State Veterinarian may enact
additional temporary procedures or measures for disposal according to G.S. 106-399.4.
Signature of Farm Owner/Manager Date
Signature of Technical Specialist
Date

OPERATION & MAINTENANCE 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.
• 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
RECEIVED/NCDEQ/DWR
MAR 2 5 2019
Water Quality
Regional Operations Section
2

Lagoon surface -- look for:
1. undesirable vegetative growth
2. floating or lodged debris
Embankment -- look 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 -- check for proper operation of:
1. recycling pumps
2. irrigation pumps
Check for leaks, loose fittings, and overall pump operation. An unusually loud or grinding
noise, or a large amount of vibration, may indicate that the pump is in need 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
3

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.
Lagoon 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.
Loading:
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

• Practice water conservation --- minimize building water usage and spillage from
leaking waterers, broken pipes and washdown through proper maintenance and water
conservation.
• Minimize feed wastage and spillage by keeping feeders adjusted. This will reduce the
amount of solids entering the lagoon.
Management:
• Maintain lagoon liquid level between the permanent storage level and the full
temporary storage level.
• Place visible markers or stakes on the lagoon bank to show the minimum liquid level
and the maximum liquid level. (Figure 2-1).
• Start irrigating at the earliest possible date in the spring based on nutrient
requirements and soil moisture so that temporary storage will be maximized for the
summer thunderstorm season. Similarly, irrigate in the late summer / early fall to
provide maximum lagoon storage for the winter.
• The lagoon liquid level should never be closer than 1 foot to the lowest point of the
dam or embankment.
• 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.
• Prevent additions of bedding materials, long-stemmed forage or vegetation, molded
feed, plastic syringes, or other foreign materials into the lagoon.
• Frequently remove solids from catch basins at end of confinement houses or
wherever they are installed.
• Maintain strict vegetation, rodent, and varmint control near lagoon edges.
• Do not allow trees or large bushes to grow on lagoon dam or embankment.
• Remove sludge from the lagoon either when the sludge storage capacity is full or
before it fills 50 percent of the permanent storage volume.
• If animal production is to be terminated, the owner is responsible for obtaining and
implementing a closure plan to eliminate thepossibility of a pollutant discharge.
Sludge Removal:
Rate of lagoon sludge buildup can be reduced by:
5

• proper lagoon sizing,
• mechanical solids separation of flushed waste,
• gravity settling of flushed waste solids in an appropriately designed basin, or
• minimizing feed wastage and spillage.
Lagoon sludge that is removed annually rather than stored long term will:
• have more nutrients,
• have more odor, and
• require more land to properly use the nutrients.
Removal techniques:
• Hire a custom applicator.
• Mix the sludge and lagoon liquid with a chopper - agitator impeller pump through large -
bore sprinkler irrigation system onto nearby cropland; and soil incorporate.
• Dewater the upper part of lagoon by irrigation onto nearby cropland or forageland; mix
remaining sludge; pump into liquid sludge applicator; haul and spread onto cropland or
forageland; and soil incorporate.
• Dewater the upper part of lagoon by irrigation onto nearby cropland or 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 metal content
than liquid. Because of this it should probably be applied to land with low phosphorus and
metal levels, as indicated by a soil test, and incorporated to reduce the chance of erosion.
Note that if the sludge is applied to 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

The application of sludge will increase the amount of odor at the waste application site.
Extra precaution should be used to observe the wind direction and other conditions which
could increase the concern of neighbors.
Possible Causes of Lagoon Failure
Lagoon failures result in the unplanned discharge of wastewater from the structure.
Types of failures include leakage through the bottom or sides, overtopping, and breach of
the dam. Assuming proper design and construction, the owner has the responsibility for
ensuring structure safety. Items which may lead to lagoon failures include:
• Modification of the lagoon structure -- an example is the placement of a pipe in the dam
without proper design and construction. (Consult an expert in lagoon design before
placing any pipes in dams.)
• Lagoon liquid levels — high levels are a safety risk.
• Failure to inspect and maintain the dam.
• Excess surface water flowing into the lagoon.
• Liner integrity — protect from inlet pipe scouring, damage during sludge removal, or
rupture from lowering lagoon liquid level below groundwater table.
NOTE: If lagoon water is allowed to overtop the dam, the moving water will soon cause
gullies to form in the dam. Once this damage starts, it can quickly cause a large
discharge of wastewater and possible dam failure.
7