820538_Permit Renewal Application 2019_20190410

State of North Carolina
Department of Environmental Quality.
Division of Water Resources
Animal Waste Management Systems
Facility
Request for Certification of Coverage Currently covered by an Expiring Sate Non -Discharge General Permit
On September 30, 2019, the North Carolina expire. As required bits
State Non -Discharge X these permits, facilities that have been i suedmCertific Certificates for
oof Coverage�atoe g
Non -Discharge General Permits must apply Management Systems will
must be received by the Division of Water Resources by o later thannewal at ast 180 April 3, 2019, noperate under these Y prior to their expiration date. State
Please do not leave Therefore, all applications
Application must be signed and dated by the Permtttee Please verquestion unanswered i
fJ' all information and make any necessary corrections below. 1- Farm Number: 82-0538
2- Facility Name: Ran T ndall Farm
3• Landowner's Name (same as on the Waste Management Plan):
4. Landowner's Mailing Address: 189 Beav
erdam Rd
City: Clinton
Telephone Number: State:
9I0-564
5. Facility's Physical Address: E-mail:
674 Beaverdam Rd
City: Ch_nton
6, CountyState:
where Facility is located:
Sampson
7. Farm Manager's Name (if different from Landowner):
8. Farm Manager's telephone number (include area code):
9• Integrator's Name (if there is not an Integ
rator, grator, write 'None"):
10. Operator Name (OIC): Randy A Tdall ---
11. Lessee's Name (if there is not a Lessee, write "None"):
12. Indicate animal operation type and number:
Current Permit:
Operations Type
O eration Tvnes: Swine - Wean to Feeder
Swine
Wean to Finish
Cattle
Wean to Feeder
Dairy Calf
Farrow to Finish
Dairy Heifer
Feeder to Finish
Milk Cow
Farrow to Wean
Dry Cow
Farrow to Feeder
Beef Stocker Calf
Boar/Stud
Beef Feeder
Gilts
Beef Broad Cow
Other
Other
Certificate Of Coverage Number:
Randy A Tyndall
NC
NC
Mu h -Brown LLC
Phone No.: 910910-5
Allowable
8,700
DrV
Non Laying Chickens
Laying Chickens
Pullets
Turkeys
Turkey pullet
Wet�n?'
Non Laying Pullet
Layers
AW�8820538
Zip: 28328-8196
ZIP: 28328
OIC #: 16754
Othe--=Txw
Horses - Horses
Horses - Other
Sheep- Sheep
Sheep - Other
APR 032019
W^rQubBty
r )lPerations Setgon

13. Waste Treatment and Storage Lagoons (Verify the following information is accurate and complete. Make all necessary
corrections and provide missing data.)
Structure
Name
Estimated
Date
Built
Liner Type
(Clay, Synthetic,
Unknown)
Capacity
(Cubic Feet)
Estimated
Surface Area
(Square Feet)
Design Freeboard
'Redline"
(Inches)
1
14 �
[�.
fo Oi)
U V . O
19.00
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), sinned 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]
RE=CEIVEDINCZ.-M fVR
APR 032019
WroarQWRY
Regim9l OPeravorm Section

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 the corporation):
Name: Lv..��
Signature: A Pell � Plate: �7y
-T^ /C7
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

m
CC�)F
Nutrient Management Plan For Animal Waste Utilization
05-09-2014
This plan has been prepared for:
Tyndall s Pork Tarnt
Randy Tyndall
189 Beaver dam Rd
Clinton, NC 28328
This plan has been developed by:
Henry Faison
Sampson County Soil and Water
84 Counry Complex Rd.
Clinton, C28328,,
(910 2- 97 K 2 3
Type of PIan: Nutrient Management 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. Z have read and understand the
Required Specifications concerning animal waste management that are included with
this plan.
Ignattire 'vner)
Date
Signature (manager or Producer) 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.
PIan Approved By;
Teal Specialist ignature Data
-—615955....___.......Database Version 4.]..................._..................--------------............------..............
Date Printed: 05-09-2014 Cover Page I

Nutrients applied in accordance with this plan will be supplied from the
following source(s):
Commercial Fertilizer is not included in this plan.
`-7-IVEDi��iC ^,JDjI
APR 032019
Iiy Quay
., ".rattorissecom
Note: In -- ---------------source----- --ID- , ------ m----eans----s--ta---ndard -sou-rce, ----- m--e--a-n--s--u--s-e--r--d--e-f--m--e--d--s--o-u--r-c--e ------------------------------------------------------
S U
* Max. Available PAN is calculated on the basis of the actual application method(s) identified in the plan for this source.
615955 Database Version 4.1 Date Printed: 05-09-2014 Source Page 1 of 1

Ad
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, as well as the crop's P205 Removal Rate. The Leaching Index (LI) and the
Phosphorous Loss Assessment Tool (PLAT) Rating are also provided for each field, where available.
If a field's PLAT Rating is High, any planned manure application is limited to the phosphorous removal rate of the harvested
plant biomass for the crop rotation or multiple years in the crop sequence. Fields with a Very High PLAT Rating should receive
no additional applications of manure. Regardless of the PLAT rating, starter fertilizers may be recommended in accordance
with North Carolina State University guidelines or recommendations. The quantity of P205 applied to each crop is shown in
the following table if the field's PLAT rating is High or Very High.
Planned Crops Summary
Tract
Field
Total
Acres
Useable
Acres
Plat
sting
LI
Soil Series
Sequence
CropSe
RYE
P205
Removal
(lbslacre)
Applied
pbs/acre)
13671
6
6.90
2.04
Low
18.0
Wagram
Small Grain Overseed
1.0 Tons
15
N/A
Hybrid Berinudagrass Hay
5.5 Tons
68
N/A
4382
1
13AC
3.51
Low
18.0
Wagram
Small Grain Overseed
1.0 Tons
15
N/A
Hybrid Bermudagrass Hay
5.2 Tons
64
N/A
4382
2
13.40
4.88
Law
18.0
Wagram
Small Grain Overseed
1.0 Tons
15
N/A
Hybrid Bermudagrass Hay
5.2 Tons
64
N/A
4382
3
11.00
3.00
Medium
6.3
Bibb
Small Grain Overseed
1.0 Tons
15
N/A
Hybrid Bermudagrass Hay
3.3 Tons
41
N/A
4382
4
11.00
1.66
Medium
6.3
Bibb
Small Grain Overseed
1.0 Tons
15
N/A
Hybrid Bermudagrass Hay
3.3 Tons
41
N/A
4382
5
11.00
2.03
Medium
18.0
Wagram
Small Grain Overseed
1.0 Tons
15
N/A
Hybrid Bermudagrass Hay
5.2 Tons
64
N/A
PLAN TOTALS: 66.70 17.12
Preview Database Version 4.1 Date Printed 5/9/2014
PCS Page 1 of 2
NOTE: Symbol * means user entered data.

LI
Potential Leaching
f Technical Guidance
2
Low potential to contribute to soluble
None
nutrient leaching below the root zone.
>= 2 &
!Moderate potential to contribute to
Nutrient Management (590) should be planned.
<=10
soluble nutrient leaching below the
root zone.
High potential to contribute to soluble
Nutrient Management (590) should be planned. Other conservation practices that improve
nutrient leaching below the root zone.
the soils available water holding capacity and improve nutrient use efficiency should be
> 10
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).
PLAT Index
Rating
P Management Recommendation
0 - 25
Low
No adjustment needed; N based application
25 - 50
Medium
No adjustment needed; N based application
51 - 100
High
Application limited to crop P removal
> 100
Very High
Starter P application only
615955 Database Version 4,1
Date Printed 5/9/2014
NOTE: Symbol * means user entered data.
PCS 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
Source
Total
Use.
_
Year 1
Applic.
Nitrogen
PA
Nutrient
Req'd
(Ibs/A)
Comm.
Fert.
Nutrient
Applied
(lbs/A)
Res.
(Ibs/A)
Applic.
Manure
PA
NutrientA
pplied
(lbs/A)
Liquid
ManuueA
pplied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
1000
Tract
Field
ID
Soil Series
Acres
Acres
Crop
RYE
Period
N
N
N
Method
N
gal/A
Tons
1000 gals
tons
13671
6
S5
Wagram
6.90
2.04
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
brig.
50
27.74
0.00
56.59
0.00
13671
6
S5
Wagram
6.90
2.04
Hybrid Bermudagrass Hay
5.5 Tons
3/1-9/30
269
0
0
brig.
269
149.24
0.00
304.44
0.00
4382
1
S5
Wagram
13.40
3.50
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
27.74
0.00
97.09
0.00
4382
1
S5
Wagram
13.40
3.50
Hybrid Bermudagrass Hay
5.2 Tons
3/1-9/30
254
0
0
Irrig.
254
140.91
0.00
493.20
0.00
4382
2
SS
Wagram
13.40
4.88
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
27.74
0.00
135.37
0.00
4382
2 1
S5
Wagram
13.40
4.88
Hybrid Bermudagrass Hay
5.2 Tons
3/1-9/30
254
0
0
brig.
254
140.91
0.00
687.66
0.00
4382
3
SS
Bibb
11.00
3.00
Small Grain Overseed
1.0 Tons
1011-3/31
50
0
0
Irrig.
50
27.74
0.00
83.22
0.00
4382
3
S5
Bibb
11.00
3.00
Hybrid Bermudagrass Hay
3.3 Tons
3/1-9/30
136
0
0
Irrig.
136
75.451
0.00
226.35
0.00
4382
4
S5
Bibb
11.00
1.66
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
27.74
0.00
46.05
0.00
4382
4
S5
Bibb
11.00
1.66
Hybrid Bermudagtass Hay
3.3 Tons
3/1-9/30
136
0
0
Irrig.
136
75.45
0.00
125.25
0.00
4382
5
S5
Wagram
11.00
2.03
Small Grain Overseed
1.0 Tons
l0/1-3/31
F50
0
0
brig.
50
27.74
0.00
56.31
0.00
4382
5
S5
Wagram
11.00
2.03
Hybrid Bermudagrass Hay
5.2 Tons
3/1-9/30
254
0
0
brig.
254
140.91
0.00
286.06
0.00
615955 Database Version 4.1 Date Printed: 5/9/2014 WUT Page 1 of 2

Waste Utilization Table
f SourceI Total I Use.
Tract Field I 1D Soil Series Acres Acres
Crop
Notes: 1. In the tract column, — symbol means leased, otherwise, owned.
Year 1
Nitrogen Comm. Res. M
PA Fert, (lbs/A)
Nutrient Nutrient Nut
Req'd Applied A
(lbs/A) (lbs/A) (it
Applic. Applic.
RYE Period N N N Method
Tota
Total
2. Symbol * means user entered data.
inure
'A
ientA
lied
JA)
Liquid
ManureA
pplied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
V
Applied,
1000
gal/A Tons
1000 gallons
1000 gals
tons
2,597.57
'roduced, 1000 gallons
1,661.70
Balance, 1000 gallons
Total Applied, tons
-935.87
0.00
Total Produced, tons
Balance, tons 1
0.00
0.00
615955 Database Version 4.1 Date Printed: 5/9/2014 WUT Page 2 of 2

The Irrigation Application Factors for each field in this plan are shown in the following table. Infiltration rate varies with
soils. If applying waste nutrients through an irrigation system, you must apply at a rate that will not result in runoff. This table
provides the maximum application rate per hour that may be applied to each field selected to receive wastewater. It also lists
the maximum application amount that each field may receive in any one application event.
Irrigation Application Factors
Tract
Field
Soil Series
Application Rate Application Amount
(inches/hour) (inches)
13671
6
Wagram
0.60
1.0
4382
1
Wagram
0.60
1.0
4382
2
Wagram
0.60
1.0
4382
3
Bibb
0.35
1.0
4382
4
Bibb
0.35
1.0
4382
5
Wagram
0.60
1.0
615955 Database Version 4.1 Date Printed 5/9/2014 LkF Page 1 of 1

The Nutrient Management Recommendations table shown below provides an annual summary of the nutrient management
plan developed for this operation. This table provides a nutrient balance for the listed fields and crops for each year of the
plan. Required nutrients are based on the realistic yields of the crops to be grown, their nutrient requirements and soil test
results. The quantity of nutrient supplied by each source is also identified.
The total quantity of nitrogen applied to each crop should not exceed the required amount. However, the quantity of other
nutrients applied may exceed their required amounts. This most commonly occurs when manure or other byproducts are
utilized to meet the nitrogen needs of the crop. Nutrient management plans may require that the application of animal waste
be limited so as to prevent over application of phosphorous when excessive levels of this nutrient are detected in afield. In
such situations, additional nitrogen applications from nonorganic sources may be required to supply the recommended
amounts of nitrogen.
Nutrient Management Recommendations Test
YEAR
U
N
(lbs/A)
P205
(lbs/A)
K20
(lbs/A)
Mg
(lbs/A)
Mn
(lbs/A)
Zn
(lbs/A)
Cu
(lbs/A)
Lime
(tons/A)
Tract
I Field
13671
6
Req'd Nutrients
50
0
120
0
0
0
0
0
Acres App. Period
2.04
1 10/1-3/31
Supplied By:
CROP
Small Grain Overseed
Starter
01
0
0
0
0
0
0
0
Commercial Fert,
0
0
0
0
0
0
0
0
Soil Series
wagram
Residual
0
0
0
0
0
0
0
0
RYE Sample
Date
1.0 Tons
08-22-13
Manure
50
39
230
9
01
2
01
0
P Removal
Rating
15 Ibs/ac.
Low
BALANCE
0
39
110
9
0
2
0
0
Tract Field
4382
1
Req'd Nutrients
50
0
110
0
0
0
0
0
Acres App. Period
3.50
10/1-3/31
Supplied By:
CROP
Small Grain Overseed
Starter
0
0
0
0
0
0
0
0
Commercial Fert.
0
0
0
0
0
0
0
0
Soil Series
wagram
Residual
0
0
0
0
0
0
0
0
RYE Sample
Date
1.0 Tons
08-22-13
Manure
50
39
230
9
0
2
0
0
P Removal
I Rating
15 lbs/ac.
Low
BALANCE
0
39
120
9
0
21
0
0
Tract I Field
4382
2
Req'd Nutrients
501
0
110
01
0
0
0
0
Acres App.
Period
4.88
10/1-3/31
Supplied By:
CROP
Small Grain Overseed
Starter
0
0
0
0
0
0
0
0
Commercial Fert.
0
0
0
0
0
0
0
0
Soil Series
wagram
Residual
0
0
0
0
0
0
0
0
RYE I Sample
Date
1.0 Tons
08-22-13
Manure
50
39
230
9
0
2
0
0
P Removal
I Rating
15 lbs/ac.
Low
BALANCE
0
39
120
9
0
2
0
0
Tract
Field
4382
3.
Req'd Nutrients
50
0
l20
0
0
0
0
0
Acres App.
Period
3.00
10/1-3/31
Supplied By:
CROP
Small Grain Overseed
Starter
0
0
0
0
0
0
0
0
Commercial Fert.
0
0
0
0
0
0
0
0
Soil Series
Bibb
Residual
0
01
0
0
0
0
0
0
RYE I Sample
Date
1.0 Tons
1 08-22-13
Manure
50
39
230
9
0
2
01
0
P Removal
I Rating
15 lbs/ac.
IMediurn I
BALANCE
0
391
1101
9
0
2
0
0
615955 Database Version 4.1., Date Printed: 5/9/2014 NMR Page 1 of 4

Nutrient Management Recommendations Test
YEAR
U
N
(lbs/A)
P205
(lbs/A)
K20
(lbs/A)
Mg
(lbs/A)
Mn
(lbs/A)
Zn
(lbs/A)
Cu
(lbs/A)
Lime
(tons/A)
Tract
f Field
4382
4
Req'd Nutrients
50
0
120
0
0
0
0
0
Acres AppL,
Period
1.66
1011-3/31
Supplied By:
CROP
Small Grain Overseed
Starter
0
0
0
0
0
0
0
0
Commercial Fert,
0
0
0
0
0
0
0
0
Soil Series
Bibb
Residual
0
0
0
0
0
0
0
0
RYE I Sample
Date
1.0 Tons
1 08-30-13
Manure
50
391
230
9
0
2
0
0
P Removal
Rating
15 Ibs/ac.
IMcdium
BALANCE
0
39
110
9
0
2
0
0
Tract
I Field
4382
5
Req'd Nutrients
50
0
120
0
0
0
0
0
Acres App.
Period
2.03
10/1-3/31
Supplied By:
CROP
Small Grain Overseed
Starter
0
0
0
0
0
0
0
0
Commercial Fert.
0
0
0
0
0
0
0
0
Soil Series
Wham
Residual
0
0
0
0
01
0
0
0
RYE I Sample
Date
1.0 Tons
08-30-13
Manure
50
39
230
9
0
2
0
0
P Removal
Rating
151bs/ac.
IMedium
BALANCE 1
01
39
110
9
0
2
01
0
NOTE: Symbol * means user entered data.
615955 Database Version 4.1 Date Printed: 5/9/2014 NMR Page 2 of 4

Nutrient Management Recommendations Test
YEAR
1
N
(lbs/A)
P2O5
(lbs/A)
K2O
(Ibs/A)
Mg
(lbs/A)
Mn
(lbs/A)
Zn
(lbs/A)
Cu
(lbs/A)
Lime
(tons/A)
Tract
Field
13671
6
Req'd Nutrients
269
0
220
0
0
0
0
0
Acres App.
Period
2.04
3/1-9/30
Supplied By:
CROP
Hybrid Bermudagrass
Hay
Starter
0
0
0
0
0
0
0
0
Commercial Fert.
0
0
0
0
0
0
0
0
Soil Series
Wagram
Residual
0
0
0
0
0
01
0
0
RYE I Sample
Date
5.5 Tons
08-22-13
Manure
269
1 208
1239
46
2
8
2
0
P Removal
I Rating
68 lbs/ac.
Low
BALANCE
0
208
1019
461
2
8
2
0
Tract I Field
4382
1
Req'd Nutrients
254
0
210
0
0
0
0
0
Acres App.
Period
3.50
3/1-9/30
Supplied By:
CROP
Hybrid Bermudagrass
Hay
Starter
0
0
0
0
0
0
0
0
Commercial Fert.
0
0
0
0
0
0
0
0
Soil Series
Wagram
Residual
0
0
0
0
0
0
0
0
RYE 11 Sample
Date
5.2 Tons
08-22-13
Manure
254
197
1170
43
2
8
2
0
P Removal
I Rating
64lbs/ac.
Low
BALANCE
0
197
960
43
2
8
2
0
Tract Field
4382
2
Req'd Nutrients
254
0
210
0
01
0
0
0
Acres App.
Period
4.88
3/1-9/30
Supplied By:
CROP
Hybrid Bermudagrass
Hay
Starter
0
0
0
0
0
0
0
0
Commercial Fert.
0
0
0
0
0
0
0
0
Soil Series
Wagram
Residual
01
0
0
0
0
0
0
0
RYE I Sample
Date
5.2 Tons
08-22-13
Manure
254
197
1170
43
21
8
2
0
P Removal
I Rating
64 lbs/ac.
Low
BALANCE
0
197
960
43
2
8
2
0
Tract
Field
4382
3
Req'd Nutrients
136
0
220
0
0
0
0
0
Acres i App.
Period
3.00
3/1-9/30
Supplied By:
CROP
Hybrid Bermudagrass
Hay
Starter
01
0
0
0
0
0
0
0
Commercial Fert.
0
0
0
01
0
0
0
0
Soil Series
Bibb
Residual
0
01
0
0
0
0
0
0
RYE I Sample Date
3.3 Tons
08-22-13
Manure
136
105
626
23
1
4
1
0
P Removal I Rating
41 lbs/ac.
Medium
BALANCE
0
105
406
23
1
4
1
0
Tract
Field
4382
4
Req'd Nutrients
136
0
220
0
0
0
0
0
Acres App. Period
1.66
3/1-9/30
Supplied By:
CROP
Hybrid Bermudagrass
Hay
Starter
0
0
0
0
0
0
0
0
Commercial Fert.
0
0
0
0
0
0
0
0
Soil Series
Bibb
Residual
0
0
0
0
01
0
0
0
RYE I Sample Date
3.3 Tons
1 08-30-13
Manure
136
105
626
23
1
41
1
1 0
P Removal I Rating
41 ibs/ac.
Medium
BALANCE
0
1051
406
23
11
41
1
0
615955 Database Version 4.1 Date Printed: 5/9/2014 NMR Page 3 of 4

Nutrient Management
Recommendations
Test
YEAR
1
N
P2O5
K2O
Mg Mn
Zn
Cu
Lime
(lbs/A)
(lbs/A)
(lbs/A)
(lbs/A) (lbs/A)
(lbs/A)
(lbs/A)
(tons/A)
Tract Field
4382 5
Req'd Nutrients
254
0
220
0 0
0
0
0
Acres I App. Period
2.03 3/1-9/30
Supplied By:
CROP
Hybrid Bermudagrass
Starter
0
0
0
0 0
0
0
0
Hay
Commercial Fert.
0
0
0
0
0
0
0
0
Soil Series
Wagram
Residual
0
0
0
0
0
0
0
0
RYE I Sample Date
5.2 Tons 08-30-13
Manure
254
197
1170
43
2
8
2
0
P Removal I Rating
641bs/ac. IMedium I
BALANCE
0
197 i
950
431
21
81
21
0
NOTE: Symbol * means user entered data
615955 Database Version 4.1 Date Printed: 5/9/2014 NMR Page 4 of 4

The Required Soil Test Values shown in the following table provide a summary of recommended actions that should be taken if soil tests indicate excessive
levels of copper or zinc. Fields that receive manure must have an annual soil analysis for these elements. High levels of zinc and copper can adversely affect
plant growth. Alternative crop sites must be used when the concentration of these metals approach excessive levels. Site life can be estimated by dividing the
amount of copper and zinc to be applied in lbs/acre by 0.036 and 0.071, respectively and multiplying the result by 0.85. By adding this quantity to the current
soil index for copper or zinc, we can predict life of the site for waste disposal.
In addition to copper and zinc indices, this table also provides a summary of lime recommendations for each crop based on the most recent soil sample.
Application of lime at recommended rates is necessary to maintain soil pH in the optimum range for crop production.
Required Soil Test Values
Tract
Field
Crop
pH
Lime Recom.
(tons/acre)
Cu-I
Copper Recommendation
Zn-I
Zinc Recommendation
13671
6
Small Grain Overseed
63.0
0.0
35
None
82
None
13671
6
Hybrid Bermudagrass Hay
63.0
0.0
35
None
82
None
4382
1
Small Grain Overseed
6.3
0.0
44
None
138
None
4382
1
Hybrid Bermudagrass Hay
6.3
0.0
44
None
138
None
4382
2
Small Grain Overseed
6.3
0.0
44
None
138
None
4382
2
Hybrid Bermudagrass Hay
6.3
0.0
44
None
138
None
4382
3
Small Grain Overseed
6.3
0.0
35
None
g0
None
4382
3
Hybrid Bermudagrass Hay
6.3
0.0
35
None
90
None
4382
4
Small Grain Overseed
6.3
0.0
35
None
g0
None
4382
4
Hybrid Bermudagrass Hay
6.3
0.0
35
None
g0
None
4382
5
Small Grain Overseed
6.3
0.0
35
None
90
None
4382
5 1
Hybrid Bermudagrass Hay
6.3
0.0
35
1 None
g0
None
---------------------------------------------------------------------------------------------- ---------------------------------------- ------------------------------------------------------------------
615955 Database Version 4.1 Date Printed:. 05-09-2014 STV Page 1 of 1

The following Lagoon Sludge Nitrogen Utilization table provides an estimate of the number of acres needed for sludge
utilization for the indicated accumulation period. These estimates are based on average nitrogen concentrations for each
source, the number of animals in the facility and the plant available nitrogen application rates shown in the second column.
Lagoon sludge contains nutrients and organic matter remaining after treatment and application of the effluent. At clean out,
this material must be utilized for crop production and applied at agronomic rates. In most cases, the priority nutrient is
nitrogen but other nutrients including phosphorous, copper and zinc can also be limiting. Since nutrient levels are generally
very high, application of sludge must be carefully applied.
Sites must first be evaluated for their suitability for sludge application. Ideally, effluent spray fields should not be used for
sludge application. If this is not possible, care should be taken not to load effluent application fields with high amounts of
copper and zinc so that additional effluent cannot be applied. On sites vulnerable to surface water moving to streams and
lakes, phosphorous is a concern. Soils containing very high phosphorous levels may also be a concern.
Lagoon Sludge Nitrogen Utilization Table
Crop
Maximum
PA-N Rate
lb/ac
Maximum Sludge
Application Rate
1000 gal/ac
Minimum Acres
5 Years Accumulation
Minimum Acres
10 Years Accumulation
Minimum Acres
15 Years Accumulation
Swine Nursery Lagoon Sludge - Standard
Corn 120 bu
150
14.69
19.84
39.68
59.53
Hay 6 ton R.Y.E.
300
29.38
9.92
19.84
29.76
Soybean 40 bu
160
15.67
18.60
37.20
55.81
------------------------------------- --------------------------------------------------------------------------------------------------- --------------------------------------------
615955 Database Version 4.1 Date Printed: 05-09-2014 Sludge Page 1 of 1

The Available Waste Storage Capacity table provides an estimate of the number of days of storage capacity
available at the end of each month of the plan. Available storage capacity is calculated as the design storage
capacity in days minus the number of days of net storage volume accumulated. The start date is a value entered
by the user and is defined as the date prior to applying nutrients to the first crop in the plan at which storage
volume in the lagoon or holding pond is equal to zero.
Available storage capacity should be greater than or equal to zero and less than or equal to the design storage
capacity of the facility. If the available storage capacity is greater than the design storage capacity, this indicates
that the plan calls for the application of nutrients that have not yet accumulated. If available storage capacity is
negative, the estimated volume of accumulated waste exceeds the design storage volume of the structure. Either
of these situations indicates that the planned application interval in the waste utilization plan is inconsistent with
the structure's temporary storage capacity.
Available Waste Stnratre C:anacity
Source Name
Swine Nursery Lagoon Uquid
Design Storage Capacity (Days
Start Date
9/1
180
Plan Year
Month
Available Storage Capacity (Days)
1
1
96
1
2
84
1
3
139
1
4
174
1
5
180
1
6
180
1
7
180
1
8
180
1
9
180
1
10
170
1
11
156
1
12
141
* Available Storage Capacity is calculated as of the end of each month.
---------- -------------------------------------------------------------------------------------------- -------------------------------------------------------------
615955 Database Version 4.1 Date Printed: 05-09-2014 Capacity 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.
b. 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).
----------------
615955
Database Version 4.1
--------------------------------------------------------------------------------------
Date Printed: 5/9/2014 Specification Page 1

7. ' Liquid waste shall be applied at rates not to exceed the soil infiltration rate
such that runoff does not occur offsite or to surface waters and in a
method which does not cause drift from the site during application. No
ponding should occur in order to control odor and flies.
S. 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.
-------------------------------------------------------------------------------------------------------------------------------------------------------------------
615955 Database Version 4.1 Date Printed: 5/9/2014 Specification Page 2

15. Animal waste shall not be discharged into surface waters, drainageways,
or wetlands by a discharge or by over -spraying. Animal waste may be
applied to prior converted cropland provided the fields have been
approved as a land application site by a "technical specialist". Animal
waste shall not be applied on grassed waterways that discharge directly
into water courses, and on other grassed waterways, waste shall be applied
at agronomic rates in a manner that causes no runoff or drift from the site.
16. Domestic and industrial waste from washdown facilities, showers, toilets,
sinks, etc., shall not be discharged into the animal waste management
system.
17. A protective cover of appropriate vegetation will be established on all
disturbed areas (lagoon embankments, berms, pipe runs, etc.). Areas shall
be fenced, as necessary, to protect the vegetation. Vegetation such as trees,
shrubs, and other woody species, etc., are limited to areas where
considered appropriate. Lagoon areas should be kept mowed and
accessible. Berms and structures should be inspected regularly for
evidence of erosion, leakage, or discharge.
18. If animal production at the facility is to be suspended or terminated, the
owner is responsible for obtaining and implementing a "closure plan"
which will eliminate the possibility of an illegal discharge, pollution, and
erosion.
19. Waste handling structures, piping, pumps, reels, etc., should be inspected
on a regular basis -to prevent breakdowns, leaks, and spills. A regular
maintenance checklist should be kept on site.
20. Animal waste can be used in a rotation that includes vegetables and other
crops for direct human consumption. However, if animal waste is used on
crops for direct human consumption, it should only be applied pre -plant
with no further applications of animal waste during the crop season.
21. Highly visible markers shall be installed to mark the top and bottom
elevations of the temporary storage (pumping volume) of all waste
treatment lagoons. Pumping shall be managed to maintain the liquid level
between the markers. A marker will be required to mark the maximum
storage volume for waste storage ponds.
-------------------- I----------------------------------------------------------------- ------------------
615955 Database Version 4.1 Date Printed: 5/9/2014
----------------------------------
S-Pecifiication Page 3

22. Waste shall be tested within 60 days of utilization and soil shall be tested at
least annually at crop sites where waste products are applied. Nitrogen
shall be the rate -determining nutrient, unless other restrictions require
waste to be applied based on other nutrients, resulting in a lower
application rate than a nitrogen based rate. Zinc and copper levels in the
soils shall be monitored and alternative crop sites shall be used when these
metals approach excessive levels. pH shall be adjusted and maintained for
optimum.crop production. Soil and waste analysis records shall be kept
for a minimum of five years. Poultry dry waste application records shall
be maintained for a minimum of three years.
Waste application records for all other waste shall be maintained for five
(5) years.
23. Dead animals will be disposed of in a manner that meets North Carolina
regulations.
----------------------------- ------------------------------------------------- ------------------------------------------------------------------------------
615955 Database Version 4.1 Date Printed: 5/9/20 14 Specification Page 4

Bermudagrass: Coastal Plain, Organic Soil
Adaptation: Not adapted.
Crop Notes
The following crop note applies to field(s): 3, 4
The following crop note applies to field(s): 1, 2, 5, 6
Bermudagrass Coastal Plain, Mineral Soil, Moderately Well Drained.
Adaptation: Well -adapted.
In the Coastal Plain, hybrid bermudagrass sprigs can be planted Mar. 1 to Mar. 31. Cover sprigs 1" to 3"
deep (1.5" optimal). Sprigs should be planted quickly after digging and not allowed to dry in sun and
wind. For Coastal and Tifton 78 plant at least 10 bu/ac in 3' rows, spaced 2' to 3' in the row. Generally a
rate of 30 bu/ac is satisfactory to produce full groundcover in one or two years under good growing
conditions. Tifton 44 spreads slowly, so use at least 40 bu/ac in 1.5' to 2' rows spaced 1' to 1.5' in row.
For broadcast/disked-in sprigs use about 60 bu/ac. Soil test for the amounts of lime, phosphorus,
potassium and micronutrients to apply preplant and for annual maintenance. Apply 60 to 100 lb/ac N in
the establishment year in split applications in April and July. For established stands apply 180 to 240
lb/ac N annually in split applications, usually in April and following the first and second hay cuts.
Reduce N rates by 25% for grazing. Refer to NCSU Technical Bulletin 305 Production and Utilization
of Pastures and Forages in North Carolina for more information or consult your regional agronomist or
extension agent for assistance.
The following crop note applies to field(s): 3, 4
Small Grain: Coastal Plain, Organic Soils
In the Coastal Plain, oats and barley should be planted from October 15-October 30; and rye from
October 15-November 20. For barley, plant 22 seed/drill row foot and increase the seeding rate by 5% for
each week seeding is delayed beyond the optimum time. See the seeding rates table for applicable
seeding rate modifications in the current NCSU "Small Grain Production Guide". Also, increase the
initial seeding rate by at least 10% when planting no -till. Oats should be planted at 2 bushels/acre and
rye at 1-1 1/2 bushels/acre. Plant all these small grains at 1-1 1/2" deep. Adequate depth control is
essential. Review the NCSU Official Variety "green book" and information from private companies to
select a high yielding variety with the characteristics needed for your area and conditions. Apply no more
than 30 lbs/acre N at planting. Phosphorus and potash recommended by a soil test can also be applied at
this time. The remaining N should be applied during the months of February -March.
-----------------------------------------------------------------------------------------------------------------------------------------------------
615955 Database Version 4.1 Date Printed: 05-09-2014 Crop Note Page 1 of 2

The following crop note applies to field(s): 1, 2, 5, 6
Small Grain: CP, Mineral Soil, medium leachable
In the Coastal Plain, oats and barley should be planted from October 15-October 30; and rye from
October 15-November 20. For barley, plant 22 seed/drill row foot and increase the seeding rate by 5% for
each week seeding is delayed beyond the optimum time. See the seeding rates table for applicable
seeding rate modifications in the current NCSU "Small Grain Production Guide". Also, increase the
initial seeding rate by at least 10% when planting no -till. Oats should be planted at 2 bushels/acre and
rye at 1-1 1/2 bushels/acre. Plant all these small grains at 1-1 1/2" deep. Adequate depth control is
essential. Review the NCSU Official Variety "green book" and information from private companies to
select a high yielding variety with the characteristics needed for your area and conditions. Apply no more
than 30 lbs/acre N at planting. Phosphorus and potash recommended by a soil test can also be applied at
this time. The remaining N should be applied during the months of February -March.
-----------------------------------------------------------------------------------------------------------------------------------------------
615955 Database Version 4.1 Date Printed: 05-09-2014 Crop Note Page 2 of 2

Swine Farm Waste Management Odor Control Checklist
Source
_ Cause
BMPs to Minimize Odor Site Specific Practices
Farmstead
• Swine production
O
Vegetative or wooded buffers;
19
Recommended best management practices;
O
Good judgment and common sense
Animal body surfaces
Dirty manure -covered animals
O
Dry floors
Floor surfaces
• Wet manure -covered floors
a
Slotted floors; T -
a
Waterers located over slotted floors;
O
Feeders at high end of solid flours;
O
Scrape manure buildup from floors;
O
Underfloor ventilation for drying
Manure collection pits
• Urine; _
M--'Frequent manure removal by flush, pit recharge,
• Partial microbial decomposition
or scrape;
O
Underfloor ventilation
Ventilation exhaust fans
• Volatile gases;
O
Fan maintenance;
Dust
a
Efficient air movement
Indoor surfaces
• Dust
13
Washdown between groups of animals;
O
Feed additives;
O
Feeder covers;
O
Feed delivery downspout extenders to feeder
�•
covers
Flush tanks
Agitation of recycled lagoon
O
Flush tank covers;
liquid while tanks are filling
0
Extend fill lines to near bottom of tanks with
anti -siphon vents
Flush alleys
0 Agitation during wastewater
O
Underfloor flush with underfloor ventilation T J
Pit recharge points •
Lift stations •
Outside drain collection •
or junction boxes
conveyance
Agitation of recycled lagoon
liquid while pits are filling
Agitation during sump tank
filling and drawdown
Agitation during wastewater
conveyance
AMO4- November 11, 1996, Page 3
O Extend recharge lines to near bottom of pits
with anti -siphon vents
O Sump tank covers
O Box covers

Source
End of drainpipes at
Cause
• Agitation during wastewater
BMPs to Minimize Odor Site Specific Practices
0 Extend discharge point of pipes underneath
lagoon
conveyance
lagoon liquid level
Lagoon surfaces
• Volatile gas emissions;
B''"Proper lagoon liquid capacity;
• Biological mixing;
G""Correct lagoon startup
• Agitation
procedures;
O Minimum surface area -to -volume ratio;
O Minimum agitation when.pumping;
O Mechanical aeration;
I' 'Froven biological additives
Irrigation sprinkler
• High pressure agitation;
Lg Irrigate on dry days with little or no wind;
nozzles
• Wind drift
('•`Minimum recommended operating pressure;
IN° `Pump intake near lagoon liquid surface;
_
M9�Pump from second-stage"a oon
Storage tank or basin
• Partial microbial decomposition;
❑ Bottom or midlevel loading;
surface
. Mixing while filling;
❑ Tank covers;
• Agitation when emptying
❑ Basin surface mats of solids;
❑ Proven biological additives or oxidants
Settling basin surface
Manure, slurry or sludge •
spreader outlets
Uncovered manure,
slurry or sludge on field
surfaces
Dead animals
Dead animal disposal
pits
Incinerators
Partial microbial decomposition;
Mixing while filling;
Agitation when emptying
Agitation when spreading;
Volatile gas emissions
❑ Extend drainpipe outlets underneath liquid
level;
❑ Remove settled solids regularly
❑ Soil injection of slurry/sludges;
❑ Wash residual manure from spreader after use;
O Proven biological additives or oxidants
• Volatile gas emissions while
O
Soil injection of slurry/sludges
drying
O
Soil incorporation within 48 hrs.;
❑
Spread in thin uniform layers forrapid drying;
❑
Proven biological additives or oxidants
• Carcass decomposition
C Proper disposition of carcasses
• Carcass decomposition
O
Complete covering of carcasses in burial pits;
_
❑
Proper location/construction of disposal pits
• Incomplete combustion
❑
Secondary stack burners
AMOC - November 11, 1996, Page 4
}

Cause Bhu s to Minimize Odor Standing water azound • Improper drainage; Q Grade and lan Site Specific Practices
facilities • Microbial decom� such that water drains
position of away from facilities
organic matter
Marine tracked onto Poorly maintained access roads � '`Farm access road maintenance
public reads from farm
access
Additional Information :
Swine Manure Management ; 0200 Rule1BMP Packet Available From:
Swine Production Farm Potential Odor Sources and Remedies ; EBAE Fact Sheet NCSU, County Extension Center
Swine Production Facility Manure Management: Pit Recharge - Lagoon Treatment; EBAE 128-88 NCSU - BAE
Swine Production Facility Manure Management: Underfloor Flush - Lagoon Treatment; EBAE 129-88 NCSU - SAE
83 NCSU - BAE
Lagoon Design and Management for Livestock Manure Treatment and Storage ; EBAE 103-
Calibration of Manure and Wastewater Application Equipment; EBAE Fact Sheet NCSU - BAE
Controlling Odors from Swine Buildings; PIH-33 NCSU - BAE
Environmental Assurance Program ; NPPC Manual NCSU - Swine Extension
Options for Managing Odor; a report from the Swine Odor Task Force NC Pork Producers Assoc
Nuisance Concerns in Animal Manure Management: Odors and Flies ; PRO107, 1995 Conference Proceedin NCSU Agri Communications
&s Florida Cooperative Extension
AMOC - November 11, 1996, Page 5

Insect Control Checklist for Animal Operations
-
1=hl�h i:uttcls — Accutnulatiun cif solids
- Liquid Systems bite 5pcciC.' Pracliccs
Flush system is designed and
sufficiently to remove accumulated solids from
as designed.
—_`
Ill"
t l Remove bridging of accuutttlated solids at
I d9t,tfll andiiit : - c,Ilsted solids
- - discharge
---- — —
"Maintain lagoons, stalling basins and
)its where--
pest breeding is apparent to nlininlize the--
li> , c� ,ire VcLctative — - Decaying vegctatital
crelsting of solids to a depth of no more than 6 -
inches over more than 30% of sl,rlace.
-
t iunvlil
N' Maiulain vegetative control aloft ba `- --- - — - - - - - -
-
lagoons and other impoundments to prevent - - - - - -
-�-- -' --- _�.-- --- - ---
accutnulation of decaying vegetative mallet
alont, waters edge on inlpolludn)cllt's
- -
- - - -- periulctrl.
cr,�t, , — ^--- ---
Slplliege
- - ----- ----
_ Dry �ySll'ins —..----._..— - --
'--�---- -- -- —
- --- __ - - _- ' --- -- '--
tN 1)L`slg11, UpCritlC illld Inaln lal)1 fl•Cll - •' -
SyStC111S ((;.li----•--
- --'
-
bunkers antl troughs it) Illillllllize IIle
�ccunu,latioll of decaying Wastage.
M
('kan up spillage on a routint: basis (e.g., 7 - 10
day inlerval during
I t cd Sn>,,ILC ---Accunlulaliotts ,)f feed residues
sul"nier; IS-3() day intc,val
hlrulg wnllcr).
_
r� lledut:c nloisu)rt: accuululaliUn tvitliill aocj -- - - -•• _
aroluul intn►ctliale l)et•iulctcr ul• li l,c
ed stu,a
areas by insuring drail►age away fi„nl si,t-
and/or providing adequate
crnitaimne,)l
cuvercd hill li)r brewer's
grain and similar hil;)t
tlloistn,e grain prodllcls).
f-1 I,isllect Ibr and remove Or bleak up atx t,luul:ne,f
solids in filter strips :bound iced stuutl;c as
needed.
Page

_
Animal !luldi,r • Cause
b A -
Accumulations ofanintal wastes
and feed wastage
l)�y A1anu,e ltaudlin ��Acc—
Sy�tcrrs urm,l;;tions oranimal Wastes n
n
DMPs to Control I,uecis
Elin
rotate low areas that trap
jure
fences and outer locations wlrnretsivaste long
accumulates and disturbance by animals is
minimal.
f7 Maintain fence rows and filter strips around
holding areas to minin,izc
accumulations of wastes (i.e., inspect for oriel
remove or break up accumtdaled solids as
needed).
It spillage on a routine basis e. day interval during surnnter; 15-30 clay interval --
during winter) where manure is loaded for land
application or disposal.
Provide for adeq,sate drainage around manure
stockpiles.
n Inspect for anti remove or break up acc,nn„iate,l
-- - - - - -- - - wastes in filter strips around stockpiles and
J ur ,none inhrrma,i„ll coniaci the (:uoperative Eixtensiun Service - _ manure hanclling areas as needed.
It,de,gl,, PJc ', ? la�)j-7b13- , 1)epart,ncnt of I:ntomnlo , 61,. Ii- - - --- --= -------^-- `_ -
nx 7613, Nurll, ('arnlina Stgc llnivt•,sity,
AMI(: - 1J;)vc;rral1cr 11. 1996, Pale 2
Srfc Sl,ca I c1 e

8`..-(5-3 �
�TCY ACTIOX AN
PHONE N INSERS
DWQ
» ,'tiAGE.NMIYT SYSTEM
5;NCZ) 9/0
:FRCS
ov plan will be imPleme aced in the event that wastes from Your Operation
leave o your
p or runzting off site. You should not wait until wastes reach surface waters
ensue your prot,cd: f tc, consider that you have a problem. You show P n fac l ,
ensure that this dces r' t happen. This plan should be posted in an accessible locat onf or
all employees at the faci:a;y. should make every effort to
The following are some action items you should take.
on for
I' Stop the Wease of wastes. Depending on the situation
Possible. Suggested respo:ises to some , this may or may not be
Possible problems are may
listedor below.
A. Lagoonr over jcw--ossiblo solutions are:
a. Add soil to b~.-rn :o increase elevation of dam.
b. Pumo wastes to fields at an acceptable rate,
c, Stcp a:' flows ;o the ;agoon immediately.
d. Call a pumping contractor.
e. Make sure no surface water is entering lagoon.
B: Runoff froze waste zpplication field -actions include:
a. Immediately stop waste application.
b. Create a teznpo.-ary diversion to contain waste.
c. Incorporate waste to reduce runoff,
d. Evaluate and eliminate the reason(s) that caused the runoff.
e. Evaluate :he .;,placation rates for the fields where runoff occurred.
C: Leakage from :he waste pipes and sprinklers -action include:
a. Stop recycle -pump.
b. Stop irrigation pump,
C. Close valves to eliminate further discharee.
d. Repair aal leaks prior to restarting pumps.
D: Leakage from :1Lsh s} stems, houses, solid separators action include:
a. Stop recycle pump.
b. Stop irriWauon Dump.
c. Make sure no siphon occurs.
d. Stop at; now-s 'n the house. flush systems, or solid separators.
December 18,1996

e.etsaic a ;ea;�s M~or to restaning pumps.
1r: Lea:{age
set'^ssib�ieidewaii of lagoon. n this is seepage as opposed to
flowi,n~ Often
action:
a. AT.; -,
,,....,� X", :.rA.a�s;:,,;:p or ditch, away from the embankment pu� in a stiun�ersib"e Pump, and pump back to lagoon. to catch all seepage,
b. If holes arc ca:;sed by burrowine
lacier ^� corn -pact with a clay animals, trap or remove animals and fill
C. Hallo a P"c"essional evaluateythecondition of the side walls and lagoon
bolo"�� as : , oo: as possible. g n
z- Assess the a„tc�.r. ti t.5e spill and note any m
Obvious daages,
a. Did thewaste reac;.� al" surface waters?
b. Any da arCag.- ^ �o Tech was released and for what,duration?
c. Any da.-ra�� -
d. Did the spx 1 leaveG:�e iron employee injury, fish kills, or property damage?
e. Does the sci?? have :he potential to reach f, Could a =,::t, a ,,;,f surface waters?
event cause the spill to reach surface waters?
g. Are p-.jjAc .,water ,sells !nQdanger.either on or off of the property)?
h. How much :cac..,er. s:� fac , waters?
3: Contact aopro-,,ria,:: ?�, noes,
a. During normal business fours, call our I
regional of.icw: P;acrae9ie-4�G,/i Q (Division of Water Quality)
After hours, emergency number. 919.733_3942.
Your phone ca:- srculd include: your name, facility, telephone number, the details
i the xzaco f fror:. item 2 above, the exact location of the facility, the location or
direction of m:,, Yh;nen4 of the spill, weather and wind conditions. The corrective
measures that :�za �e been under taken, and the seriousness of the situation.
b. If spill leaves Frc-perzy or enters surface waters, call IocaI EMS Phone number
C. Instruct E.Nz,a to contact local Health hone number Department.
d. Contact CDs, ohore numbers 7 6/
local SWCD office
and local 1TR(fS office for advice/teciiloca assistance phone number �i -79Cg
�9Z• 7'9d 3
4: If none of the above works call 911 or the Sheriffs Department and explain your
problem to them and ask -hat person :o contact the proper agencies for you.
5: Contact the contactor cf ycur choice to begin repair of problem to minimize off -site
damage.
a. Contractors tiarne:
b. Contractors address:
C. Contact►ors Phone:
2 December 18, 1996

•. 6. Contact the t«il^lCni soe;?3iist who cereifie� the lagoon (\RCS, Consulting
Engine-cr, etc.` g
a, Name:
b. Phone.
7: Implement procedures a
as . v'sad by D% and technic
ree" " the darnaQ Q al assistance agencies to
P ms w;eh"e`a,: ;he`s�s-e:r,. and reassess the waste manasement plan to
ke,.� robie. re;e_se o� w � ..
.saes from ;happerinc, again.

Version —November 26, 2018
ortality Management Methods g�-s3g
Indicate which method(s) will be implemented,
iNhen salec:i tg multiple methods indicate a primary versus secondary option.
Metho� s o:,7er than those listed must be approved by the State Veterinarian.
Primary Secondary ;Routlne Mortality
death. the burial must beat least 300 feet from any flowing streafeet beneath the surface of the ground within 24 hours of knowied a of animal
m or public body of water
(G.S. 06-403). The bottom of the burial pit should be at least one foot above the seasonal
`Jie- "'a s table. Attach burial location map and plan.
_ard`jI; at municipal solid waste facility permitted by NC DEQ under GS 1
!3e. '02-� 5A NCAC
! Rerde—g at a rendering plant licensed under G.S. 106-168.7.
if Cor^;ale`e incineration according to 02 NCAC 52C .010
2.
QA co. ;^posting 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,
add{_ionai requirements must be met and a permit is required from NO DEQ,
in the case of dead poultry only, placing in a disposal pit of a size and design approved b the
NC %4partment of Agriculture & Consumer Services y (G.S. 106-549.70).
Any -ne-od which, in the professional opinion of the State Veterinarian, would make Possible
71 the sai:-age of part of a dead animal's value without endangering human or animal halth.
(Writte^ aoprovai by the State Veterinarian must be attached).
(� Mass Mortality Plan
LJ Mass ^ortali:y plans are required for farms covered by an NPDES permit. These plans are
also -sccmmended for all animal operations. This plan outlines farm -specific mortality man-
agerrent 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
^�^ numbers of dead animals exceed normal mortality rates as specified by the State
+'Sterirarian.
• Bur!a! must be done in accordance with NO General Statutes and NCDA&CS Veterinary
'vision regulations and guidance.
• Mass burial sites are subject to additional permit conditions (refer to facility's animal
waste management system permit).
• '^ tha 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.
Zvz, -,e Z
Q
519natrte of farm Owner/Manager Date
Q.
Signature of Technical Specialist Date

ANIMAL WASTE MANAGEMENT WORKSHEET
FIELD OFFICE _ Clinton (So2son County) DATE May 20, 1980
Name Rand- Tv-ndal
Address Route 3 Box 374B Clintong N. C. 28328 PHA 564-6792
Location On SR 1321 1 mile from SR 1832
PROJECT DESIGN DATA
Type Operation
500 Sows x 350 lbs. _
26 Boars x 350 lbs. _
Suckling
720 Pigs x _10 lbs. _
1260 Pigs x 45 lbs. =
Total lbs. =
Type House(s)
Flush ,X
Pit
Number of Houses
Dimension of Houses
Excess Rainfall
4
511
Pit Dimensions
1752000
lbs.
99100
lbs.
70200
lbs.
569700
lbs.
248,000
25 Year `-torm 711
Estimated Size of Lagoon 1501 x 3002
Estimates Waste Generation 8.4 lb./100 lb. hog/day
Method of Applying Effluent to Land Irrigation
Times t. ':e E-nptied Per Year 2

DESIGN FOR DISPOSAL AREA
Randy Tyndal L
1. Nitrogen Produced =
Date 5/20/80
lbs. x 0.048/100 lb./day x 365 days
Nitrogen Produced = 43,450. 1 lbs.
2. Figure 50% N. loss due to evaporation and volatization. It is anticipated
that the flush operation with recycled- treated effluent will expose Nitro-
gen to the atmosphere and result in N. loss.
43,450 lbs. x 50% = 21 72.5s lbs.
3. Figure applying 600 lbs. N./Acre of Coastal Bermuda/Year.
21,725 lbs. = 36 V Acres Needed
600r lb. /Acre
OR
21,_725 lbs. = 108� Acres Needed
200 lb./Acre

21—s3S-'00'
OPERATION & MAINTENANCE PLAN
Proper lagoon liquid management should be a year-round priority. It is es
ially
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 the thunderstorm season in the summertime. This means
that at the first signs of plant growth in the later winter/early spring, irrigation according to
a farm waste management plan should be done whenever the land is dry enough to
receive lagoon liquid. This will make storage space available in the lagoon for future wet
periods. In the late summer/early fall the 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
irrigate 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 fertilizer applied should be
based on a soils test, but in the event that it is not practical to obtain
a soils test each year, the lagoon embankment and surrounding areas
should be fertilized with 800 pounds per acre of 10-10-10, or
equivalent.
Brush and trees on the embankment must be controlled. This may be
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

Lagoon surface ---look for:
1. undesirable vegetative growth
2. floating or lodged debris
Embankment ---look for:
I. settlement, cracking, or "jug" holes
2. side slope stability ---slumps or bulges
3. wet or damp areas on the back slope
4. erosion due to lack of vegetation or as a result of wave action
5. rodent damage
Larger lagoons may be subject to liner damage due to wave action caused by strong
winds. These waves can erode the lagoon sidewalls, thereby weakening the lagoon dam.
A good stand of vegetation will reduce the potential damage caused by wave action. If
wave action causes serious damage to a lagoon sidewall, baffles in the lagoon may be
used to reduce the wave impacts.
Any of these features could lead to erosion and weakening of the dam. If your lagoon has
any of these features, you should call an appropriate expert familiar with design and
construction of waste lagoons. You may need to provide a temporary fix if there is a threat
of a waste discharge. However, a permanent solution should be reviewed by the
technical expert. Any digging into a lagoon dam with heavy equipment is a serious
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 or repair or
replacement.
NOTE: Pumping systems should be inspected and operated frequently enough so that you
are not completely "surprised" by equipment failure. You should perform your pumping
system maintenance at a time when your lagoon is at its low level. This will allow some
safety time should major repairs be 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

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 inflow 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 occour at least two weeks prior to the
addition of wastewater.
6. Maintain a periodic check on the lagoon liquid pH. If the pH falls below
7.0, add agricultural lime at the rate of 1 pound per 1000 cubic feet of
lagoon liquid volume until the pH rises above 7.0. Optimum lagoon liquid
pH is between 7.5 and 8.0.
7. A dark color, lack of bubbling, and excessive odor signals inadequate
biological activity. Consultation with a technical specialist is recommended
if these conditions occur for prolonged periods, especially during the warm
season.
Loading:
The more frequently and regularly that wastewater is added to a 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.

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 lever (Figure 2-1).
Start irrigating at the earliest possible date in the spring based on
nutrient requirements and soil moisture so that temporary storage
will be maximized for the summer thunderstorm season. Similarly,
irrigate in the late summer/early fall to provide maximum lagoon
storage for the winter.
The lagoon liquid level should never be closer than 1 foot to the lowest
point of the dam or embankment.
Do not pump the lagoon liquid level lower that the permanent storage
level unless you are removing sludge.
Locate float pump intakes approximately 18 inches underneath the liquid
surface and as far away from the drainpipe inlets as possible.
Prevent additions of bedding materials, long-stemmed forage or vegetation,
molded feed, plastic syringes, or other foreign materials into the lagoon.
Frequently remove solids from catch basins at end of confinement houses or
wherever they are installed,
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 the possibility of a
pollutant discharge.
Sludge Removal:
Rate of lagoon sludge buildup can be reduced by;

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 phosphores, it
should be applied only at rates equal to the crop removal of phosphorus. As with other
wastes, always have your lagoon sludge analyzed for its nutrient value.
The application of sludge will increase the amount of odor at the waste application site.
Extra precaution should be used to observe the wind direction and other conditions which
could increase the concern of neighbors.

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.