770018_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 f r W.t M ag met Sy te
expire. As required by o Animal e an e n s am will
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 180days prior to their expiration date. Therefore, all applications
most be received by the Division of Water Resources by no later than April 3,2019.
Please do not leave any question unanswered. Please veri
Application must be signed and dated by the Permittee. ffy all information and make any necessary corrections below.
I Farm Number: 77-0018
2. Facility Name: Chris YWin Farm
3. Landowner's Name (same as on the Waste Management Plan):
4. Landowner's Mailing Address: 929 A N C Hwy 73
City: Ellerbe State: h[C
Telephone Number: 910-652-9265 Ext. E-mail:
5. Facility's Physical Address: 2528 Cartledge Creek Rd
City: Ellerbe State: hTC
6. County where Facility is located: Richmond
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 Integrator, write "None"):
10. Operator Name (OIC): Chris J. Yaklin
.1 '
11. Lessee's Name (if there is not a Lessee, write "Noneso):
Certificate Of Coverage Number:
Chris J Yaklm
Murvity-Brown LLC
Phone NO.: 910-334-2255
12. Indicate anitnal operation type and =be,:
Current Foram Operations Type Allowable Count
Swine - Feeder to Finish '7920
Operation Types.
Swine
Cattle
Dry Poult
Wean to Finish
Dairy Calf
Non Laying Chickerm
Weam to Feeder
Dairy Heifer
Laying Chickens
Furrow to Finish
Nfilk Cow
Pallets
Feeder to Finish
Dry Cow
Turkeys
Farrow in Wean
Beef Stock& Calf
Turkey Pullet
Farrow to Feeder
Beef Feeder
Boar/Stud
Beef Broad Cow
Wet POUR
Gilts
Other
Non Laying Pullet
Other
Layers
AWS770018
Zip: 28338-9355
Zip: 28338
OIC#: 20398
Other Types
Homes - Hones
Horses - Other
Sheep - Sheep
Sheep - Other

ROYCOOPER
G�em�
MICHAEL S. REGAN
5"Mrary
LINDA CULPEPPER
Dir"t"
Chris J Yaklin
Chris Yaklin Farm
929 W N C I-Iwy 73
Ellerbe, NC 28338-9355
NORTH CAROLINA
Environmental Quality
Subject: Application for Renewal of Coverage for Expiring State General Permit
Deff Pennittee:
February 27, 2019
YOUT facility is currently approved for operation under one of the Animal Waste Operation State Non -Discharge General Permits,
which expire on September 30, 2019. Copies of the new anitual waste operation State Non -Discharge General Permits are available
at h=s://deci.nc.gov/about/divisign—s/Water-resowees/W�ter-quality-regional�verations/afo or by writing or calling:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Telephone number: [phone]
In order to assure your continued coverage
under
the State
Non-Dischame General Permits y-ou Igust submit an application for
permit coverage to the Division. Enclosed
you �Wl find a
"Request for Certificate of Coverage Facility Currently Cgvered by
Expiring State Non -Discharge General Permit" The
an
anolication forna must be completed, signed and returned by April 3. 2019.
Please note that you must include one
(1) covv
of the
Certified Animal Waste Manage-ent Plan (CAWMP) with the
completed and signed spolication forra,
A list
of items
included in the CAWMI? can be found on vage 2 of the renewal
application formi.
Failure to request renewal of you coverage under a general permit within the time period specified may result in a civil penalty.
Operation of yew facility without coverage under a valid general permit would constitute a violation of NCGS 143-215.1 and could
result in assessments Of civil Penalties of up to $25,000 per day.
If you have my questions about the State Non -Discharge General Permits, the enclosed application, or my related matter please feel
free to contact the Animal Feeding Operations Branch staff at 919-707-9 100.
Sincerely,
Jon Risgarad, Section Chief
Animal Feeding Operations and Groundwater Section
Enclosures
cc (w/o enclosures): Fayetteville Regional Office, Water Quality Regional Operations Section
Richmond County Soil and Water Conservation District
AFOG Section Central Files - AWS770018
Murolty-Brown LLC

I attest that this application has been reviewed by me and is accurate and complete to the best of my knowlexige. 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 143-215.613, my person who knowingly makes my 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):
L.-'l
Name: (��11213 !,),q" - � 01i Title- CD L-J­J6��L
Siglnatux,C�f� Z4ZZ� Date:
Name: Title:
Signature: Date:
Name, Title:
Signature: Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Telephone number: [phone]
E-mail: [e-mail]
FORM: RENEWAI-STATE GENERAL OV2019

13. Waste Treatment and Storage Lagoons (Verify the following information is accurate and complete. Make all necessary
corrections and provide missing data.) I
Structure
Name
Estimated
Date
Built
Liner Type
(Clay, Synthetic,
Unknown)
Capacity
(Cubic Feet)
Estimated
Surface Area
(Square Feet)
Design Freeboard
"Redline"
(inches)
1
182,59200
0
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:
I . The most recent Waste Utilization Plan (WUP), shmed by the owner and a certified technical specilifig 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 my site evaluations, wetland determinations, or hazind classifications that may be applicable to
you facility.
8. Operation and Maintenance Plan
If your CAW`MP includes my components not shown on this list, please include the additional components with your submittal.
(e.g. counposting, 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]

SETTLED TOP OF DAM ELEV,
BOTTOM ELEVATION 83,6
EMERGENCY SPILLWAY ELEV,
EMERGENCY SPILLWAY WIDTH
M-AXIMUM LIQUID ELEVATION
PRISMOIDAL METHOI)
ORIGINAL SURFACE
FINAL SURFACE
93.6
12-Ft
92,9
CUT COMPACTION FACTOR
FILL COMPACTION FACTOR
RAW CUT VOLUME
RAW FILL VOLUME
AS -BUILT
WASTE WATER LEVEL
0,00 7
0,00 7
0. 0 C) C L-4 F
1,458,601,56 CuFt

- -
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Version —November 26, 2018
Mortality Management Methods
Indicate which method(s) will be implemented.
When selecting multiple methods indicate a primary versus secondary option.
Methods other than those listed must be approved by the State Veterinarian.
Primary Secondary Routine Mortality
Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal
death. The burial must be at least 300 feet from any flowing stream or public body of water
(G.S.106-403). The bottom of the burial pit should beat 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
1313.0200.
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
sumer Services Veterinary Division (attach copy of permit). If compost is distributed & Con -
additional requirements must be met and a permit is required from NC DEQ. off -farm,
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).
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).
71 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.
ignature of Farm Owner/Manager
Signa e of Technical Specialist
Date
Date

WA
Nutrient Management Plan For Animal Waste Utilization
This plan has been prepared for:
CHRISTOPHER YAKLIN
CHIRSTOPHER YAKLIN
929 WEST HWY 73
ELLERBE, NC 28338
910-652-9265
08-29-2008
This plan has been developed by:
Vilma Mendez Colombani
AIRCS
123 Caroline St., Suite 300
Rockingham, NC 28379
910-997-8244 Ext, 3
Developer Signature
Type of Plan: Nutrient Management with Both Manure and Fertilizer
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.
A 0 7�
Signature (o ner) 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.
Plan Approved By: 2 - J
Technical Specialist Signature Date
- ------- - ---- - ------- - - --- ------ ----------- -- --- ---- --- ---- --- ---- ----- -----
208321 Database Version 3.1 DatePiinted: 08-29-2008 Cover Page I
-ft

Nutrients applied in accordance with this plan will be supplied from the following
source(s):
Commercial Fertilizer is included in this plan.
S7
Swine Feeder -Finish Lagoon Liquid waste generated 7,341,840 gals/year by a 7,920
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
Broadcast
16910
Incorporated
29041
Injected
31982
Irrigated
18380
Max. Avai I.
PAN (lbs)
Actual PAN
Applied (lbs)
PAN Surplus/
Deficit (lbs)
Actual Volume
Applied (Gallons)
Volume Surplus/
Deficit (Gallons)
Year 1
18,380
23583
-5,203
9,420,178
. -2,078,338
Note� ------- Ins o u-sce -I D _ _S_ me- an s-- sqwn- dard- -s-o- ur ce --------------- -------
, U means user definWs-oux-ce- ----- ---- ---------- ------ ------- --------- ------
Max. Available PAN is calculated on the basis of the actual application method(s) identified in the plan for this source.
208321 Database Version 3.1 Date Printed: 08-29-2008 Source Page Page I of I

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
I
Useable
Acres
I
Plat
Rating
Ll
Still Series
Crop Sequence
RYF
P205
Re.oval
(lbs/aore)
Applied
(lbs/acre)
10085
1
1 31.301
31.30
Low
N/A
Chewacla-CP
Fescue Pasture
4.5 Tons
7
N/A
10085
10
1 2.201
2.20
Low
N/A
Uwharne
Fescue Pasture
3.9 Tons
6
N/A
10085
11
23.8
23.80
Small Grain Overseed
1.0 Tons
15
N/A
Hybrid Bermudagrass Pasture
3.3 Tonsl
4
1 N/A
10085
12
6.20
6.20
Medium
N/A
Uwharrie
Annual Ryegrass - Pasture
3.4 Tons
4
N/A
P16.20]
X26,20jMedium;N/ARUwharrie
Pearl Millu, P
2.8 Tonal
4
N/A
10085
13
Annual Ryegrass - Pasture
3.3 Tons
4
N/A
Pearl M , 11n P
Pearl Millen, Pasture
2.8 Tons
4
N/A
10085
2
18.101
18.101
Low I
N/A
Uwharrie
Fescue Pasture
4.1 Tons
7
NIA
10085
3
13.701
13.701
Low I
N/A
Uwharrie
Fescue Pasture
4.3 Tons
7
T/A
10085
4
3.001
3.0c
Low
N/A
Uwharrie
Fescue Pasture
4.5 Tons
7
N/A
10085
5 1
6.301
6.3C
ow
N/A
Uwhaffie
Fescue Pasture
4.5 Tons 1
7
N/A
10085
6
7.101
7.10
ow
N/A
Uwhame
Fescue Pasture
4.5 Tons
7
N/A
10085
7
2.60
2.60
Low
N/A
Uwharrie iFescue
Pasture
4.5 Tons
7
N/A
10085
DT A M �n�
8
A T 0.
7.10
1 A� �A
7.10
1 11 —
Low 1
N/A I
Uwhame iFescue
Pasture
4.4 Tons
7
N/A
208321 Database Version 3.1 Date Printed 8/29/2008
NOTE: Symbol * means user entered data. PCS Page Page I 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 ofcropland 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 ofapplications 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 adequatelyprovides
for the utilization of the manure generated by the operation.
Waste Utilization Table
Tract
Field
source
ID
Soil Series
Total
Acres
Use.
Acres
Crop
RYE
Applic.
Period
Nitrogen
PA
Nument
Req'd
(lbs/A)
Comm.
Fcft�
Nutrient
Applied
(lbs/A)
Re,
(lbs/A)
Applic.
Method
Manure
PA
NutrientA
pplied
(lbs/A)
Liquid
ManurcA
pplied
*Ic)
Solid
Manure
Applied
(-ere)
Liquid
Manure
Applied
(Field)
Solid
Munure
Applied
(Field)
N
N
N
N
1000
gal/A
Tons
1000 gals
tons
10085
1
S7
Chewacla-CP
31.30
31.30
Fescue Pasture
4.5 Tons
8/1-7/31
150
0
0
Irrig.
1501
59.92
O�OC
1,875.38
O.Oc
10085
10
S7
Uwharrie
120
2.20
Fescue Pasture
3.9 Tons
8/1-7/31
127
0
0
Irng.
1271
50.73
0.00
111.60
O.Oc
10085
11
S7
Uwharrie
23.80
23.80
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
501
19.97
0.00
475.34
0.00
10085
11
S7
Uwharric
23.80
23.80
Hybrid Bermuclagrass Pasture
3.3 Tons
3/1-9/30
107
0
0
Irrig.
107
1 42.74
O�00
1,017.22
0.00
10085
12
S7
Uwharrie
6.2C
6.20
Annual Ryegrass - Pasture
3.4 Tom
8/15-5/15
110
0
0
Ting.
IIC
43.94
0.001
272.421
0.00
10085
12
S7
6.20
Pearl Millett, Pasture
2.8 Tons
4/1-9/15
1
0
0
Irrig.
101
40.34
O.OG
250.13
0.00
10085
13
S7
UWharric
26.20
26.20
-
Annual Ryegrass - Pasture
3.3 Tons
8/15-5/15
107
0
0
Irrig.
107
42.74
0.00
1,119.79
0.00
10085
13 1
S7
qUwh�ic6.20
Uwhaarie
26.20
26.20
Pearl Millett, Pasture
2.8 Tons
4/1-9/15
101
0
0
Irrig.
101
4034
0.00
1,057.00
0.00
10085
2
S7
Uwharrie
18.10
18.1c
Fescue Pasture
4.1 Tons
8/1-7/31
133
0
0
Irrig.
1331
53.13.
0.00
961.57
0.00.
10085
-
3
S7
UWharrrie
13.70
13.70
Fescue Pasture
4.3 Tons
-
8/1-7/31
140
0
0
IrTig.
14C
55.92
0.00
766.13
0.001
10085
4
S7
Uwharric
3.00
3.00
Fescue Pasture
4.5 Tons
8/1-7/31
146
0
0
brig.
146
58.32
0.00
174.96
0.00
10085
5
S7
UWhaorie
6.30
6.30
Fescue Pasture
4.5 Tons
8/1-7/31
146
0
0
Irrig.
146
58.32
0,00
367.41
0.00
10085
6
S7
Uwharrrie
7.10
7. 10IFescue
Pasture
4.5 Tons
8/1-7/31
146
0 1
Irrig.
146
5832
0.00
414.06
0.00
10085
7
S7
Uwharrie
2�60
2.60 1
Fescue Pasture 14.5
Tons
8/1-7/31
146
0
0
Irrig. 1
1461
51,321
0.001
151.63�
0.00
10085
8 tS7
Uwh=ie
7.10
7. 1 OlFescue
Pmture 14.4
Tons
8/1-7/31
143
0
0
Irrig.
143
0001
208321 Database Version 3.1 Date Printed: 8/29/2008 WUT Page Page I of 2

Waste Utilization Table
v- I
Tract
Field
Source
11D
Soil Series
Total
Acres
Use.
Acres
Crop
RYF
Applic�
Poriod
Nitrogen
PA
Nutrient
Req'd
(lbs/A)
Conorn.
Fert.
Nutrient
Applied
(lbs/A)
Rm
(lbs/A)
Applic,
Method
Manure
PA
NutrienLA
pplied
(lbs/A)
Liquid
MarureA
pplied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Man.,
Applied
(Field)
Solid
Manure
Applied
(Field)
N
N
N
N
1000
gal/A
Tom
1000 gals
tons
Total Applied, 1000 gallons
,420.1
Total Produced, 1000 gallons
7,341.84
Balance, 1000 gallons
-2,078.34
Total Applied, tons
0 00
Total Produced, tons
000
Balance, tons
000
Notes: 1. In the tract column, — symbol means lewed, othervise, owled. 2. Symbol * means user entered data.
208321 Database Version 3.1 Date Printed: 8/29/2008 VrUT Page 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
(inches/hour)
Application Amount
(inches)
10085
1
Chewacla-CP
0.35
1.0
10085
10
Uwharrie
0.30
1.0
10085
11
Uwharrie
0.30
1.0
10085
12
Uwharrie
0.30
1.0
10085
13
Uwharrie
0.30
1.0
10085
2
Uwharrie
0.30
1.0
10085
3
Uwharrie
0.30
1.0
10085
4
Uwharrie
0.30
1.0
10085
5
Uwharrie
0.30
1.0
10085 1
6 lUwhar
ie
0.30
1.0
10085 1
7 JUwharrie
0.30
1.0
1
8 JUwharric
0.30
1'0
208321 Database Version 3.1 Date Printed 8/29/2008 IAF Page Page I of I
NOTE: Symbol * means user entered data,

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 a field. In such situations,
additional nitrogen applications from nonorganic sources may be required to supply the recommended amounts of nitrogen.
Nutrient Management Recommendations Test
YEAR
0
N
(lbs/A)
P205
(lbs/A)
K20
(lbs/A)
Mg
(lbs/A)
Mn
(lbs/A)
Zn
(lbs/A)
Cu
(lbs/A)
Lime
(tons/A)
7T7,=F
�Ficld
()o 5
E23.88EOE
E10/13/31
Req'd Nutrients
50
110
0
0
0
0
0
a
Acres App. Period
Supplied By:
CROP
Small Grain Overseed
Starter
0
0
0
0
0
0
0
0
C
0
1
83
0
0
0
0
01
Soil Series
ESa
Uwharric
1: sul Is 1
1 ,
01
01
01
0
FPRe.oval
- Dengs
PIS
�os �07-1 0-08
Manure
501
271
681
6
01
1
1 01
0
on.
Rating
15 lbs/ac. ILow
BALANCE
1 01
01
681
6
01
1
1
Traci
Traci
Field
e'
'00" 11
Req'LlNutrientsl
11110
80
0
0
0
0
0
1
Acres
App. encd
6�.20 8115-5115
Supp ied By
CROP
CROP
;RYESmpleDatc,
Annual Ryegrass -
Pasture
Starter
0
0
0
0
0
0
0
0
0
0
0
Commercial Fert.
WBALANCEents
0
0
20
0
0
0
0
0
0
0
1
Serne
Soil Series
'I s
Uwhame
Residual
0
0
0
0
0
0
0
0
0
0
3.4 Tons
07-10-08
Manure
110
110
—
60
51
151
13
13=1
1
2
2
0
0
0
P Rennoval
Rating
4 1 bs/ac..
Medium
C
0
01
1511
131
11
21
-01---
0 i
rac'
1
e-
L!! ' Lj
'on"
R
107
so
0
0
0
0
Acres
App. road
;76 20
8/15-5/15
Supplied By:
CROP
Annual Ryegrass -
Pasture
Starter
0
—
0
—
0
0
0
0
0
01
Commercial Fort.
0
22
0
0
0
0
0
1
Soil Series
t1wharrie
Residual
0
0
0
0
0
0
0
RYE SampleDate
3.3 Tons
07-10-08
Manure
107
—
58
147
13
1
2
0
0
P Removal Rating 41
BALANCE
0
0
147
2
0
0
NOTE: Symbol * means user entered data.
208321 Database Version 3 � I DatePrinted: 8/29/2008 NMR Page Page I of 4

Nutrient Management Recommendations Test
YEAR
N
N
Ilb s
(lbs/A)
P205
(lbs/A)
K20
(lbs/A)
M
Mg
(lbs/A)
Mm
(lbs/A)
Zn
(lbs/A)
Cu
(lbs/A)
Lime
(tons/A)
10095
1
Peq'd Nutrients
150
60
0
0 0
0
0 a
Acres
App. Period
31.30
8/1-7/31
Supplied By:
CROP
P in
Fescue Pasture
as
2]Low
Starter
ABALANCE
0
0
—0
0
ffi1AIb,/gAjj0
0
0
0
0
0
Commercial Fert.
0
—0
--0
0
—0
—0
—0
Soil Series
ichewacla-CP
Residual
0
0
0
0
0
0
0
,f5 Tons
I
07-10-08
I
I Manure
1501
1
821
205
a
is
I
EEI
3
P Removal
I Rating
1 7 lbs/ac.
I
1 01
221
205
8
18
1
3
10
0
T rac'
e-d
1�085
10
eq'd Nutrients
127
120
0
0
0
0
0
1
Acres
App. ,id
2 .20
8/1-7/31
Supp ied By:
i
CROP
Fescue Pasture
Starter
0
0
0
0
0
0
0
0
Commercial Fert.
0
51
0
0
0
0
0
1
Soil Series
Uwharr ie
Residual
0
0
0
0
0
0
0
77ET—S,mptc
Date
3.9 Tons
07-10-08
Manure
127
69
174
16
1
3
1
—0
P Removal
I Rating
6 lbs/ac..
Low
BALANCE
—0
0
174
—16r--Ir—
31
11---jo
Tract
eld
10085
11
R 'dN
107
110
0
0
0
0
0
0
Acres .
App. mod
3 .80
3/1-9/30
Supplie —1
CROP
Hybrid Bermudagrass
Pasture
Starter
0
0
0
0
0
0
0
0
Commercial Fert.
0
52
0
0
0
0
0
0
Sol, Series
Uwharrie
Residual
0
0
0
0
0
0
0
0
TTET—Samplep,te
3.3 Tons
07-10-08
Manure
107
58
147
13
1
2
0
0
P Removal
I Rating
4 lbs/ac.
Low
BALANCE
0
0
1471
131
11
21
01
01
Tract
L!!�Id
85
12
Req'd Nutrients
ILI
901
or
0
0
0
0
0
Acres App,
ei.d
6 20
Supp dB
'lie y
CROP
Pearl Millett, Pasture
Starter
0
0
0
0
0
0
0
0
Commercial Fert.
0
35
0
0
0
0
0
0
A
Soil Series
Uwharric
Residual
0
0
0
0
0
0
0
0
�,-ple
D,7
2.8 Tons
Manure
101
55
138
12
1
2
0
0
P Removal
I Rating 1
4 lbs/ac,
edium
BALANCE
0
0
138
121
1 1
21
0
0
Tract I
Field
10085
13
Req'd Nutrient,
101
90
0
0
0
0
0
0
26.20
4/1-9/15
UpPli" B�
CROP
Pearl Millett, Pasture
Starter
0
0
0
41v
0
t
0
0
0
0
Commercial Fert,
it
35
0
0
0
0
0
0
Sol, Series
Uwhame
Residual
0
g
0
0
n
n
0
0
0
�07-1 0
08
M
Manure
Ini
101
I
2
0
0
P Removal Rating 1
1
4 lbs/ac. IMedium
BA CE
— LANCE
0
. I
V 1
IM
ILI
11
2
0
0
208321 Database Version 3.1 Date Printed: 8/29/2008 NMR Page Page 2 of 4

Nutrient Management Recommendations Test
YEAR
N
(lbs/A)
P205
(lbs/A)
K20
(lbs/A)
Mg
(lbs/A)
Mr,
(lbs/A)
Zn
(lbs/A)
Cu
(lbs/A)
Lime
(tons/A)
t FWd
10085
2
Req'd Nutrients
133
120
0
0
0
Acres I
App. Period
18.10
8/1-7/31
Supplied By:
CROP
Fescue Pasture
Starter
0
0
0
Commercial FerIj
WNCE
I JR,
A
Soil Series
Uwharrie
rt� .....
Residual
4.1 Tons
07-10-08
M
IvIanurcl
Iij
/1.
1 182111
16
1
3
if
0
P Removal
Rating
I
1 7 lbs/ac.
ILow
,ow
BALA E
0
01
1821
161
1
1 31
11
0
Toac'
:nod
12011
3
Re, " Nutrientsi
140
90
0
0
0
0
0
Acres .
App.
70
8/1-7/31
Supp le By
p"e,
CROP
Z-L
Fescue Pasture
s
Starter
0
0
0
0
0
0
0
Commercial Fent
0
14
0
0
0
0
0
0
Soil Series
-Sample
Uwharrie
Residual
0
0
0
0
0
0
0
_0
T�E]
Date
4.3 Tons
07-10-08
Manure
140
76
192
17
1
3
1
0
P Removal
I Rating
7 lbs/ac..
Low
BALANCE
CE
0
01
1921
1
3
1
0
rac'
1
LLII�
e-L
085
4
Req'd Nutrients
1
30
30
0
0
0
0
0
Acres App. tried
3.00
8/1-7/31
Supplied By:
CROP
Fescue Pasture
Starter
0
0
0
0
0
0
0
0
Commercial Fert,
0
0
0
0
0
0
0
0
Soil Series
Uwharrie
Residual
0
0
0
0
0
0
0
0
RYE Sample
Date
4 5 Tons
07-10-08
Manure
146
RO
200
18
1
3
1
0
P Removal
Rating
7 lbstac. ]Low
BALANCE
0
so
170
18
1
0
TI.-I
I Field
10085
5
Req'd Nutrients
146
0
0
0
0
0
CROP
6.30 8/1-7/31
Fescue Pasturc
UPP re B
Starter
0
0
0
0
0
0
0
0
Commercial Fert,
0
0
0
0
0
0
0
0
Sol, Series
-Sample
Uwbarrie
Residual
0
0
0
0
0
0
0
0
77E] Date
�-1008
Manure
146
80
200
18
1
3
1
0
P Removal
I Rating
7 lbs/ac. ILOW
BALANCE
801
2001
18
1
3
1
0
Traci
I Field
1�1085 6
RelLiNutrientsl
11461
130
0
0
0
0
0
0
App�
Period
7 .10 8/1-7/31
e. B
Supp] 'd y
CROP
Fescue Pasture
Starter
0
0
0
0
0
0
0
0
Commercial Fort,
0
50
0
0
0
0
0
0
Soil Series
Uwharric
Residual
0
_0
_0
-0
_0
-0
_0
0
�mplc
�D.ta
4.5 Tons
07-10-08
Manure
146
80
200
18
1
3
1
0
P Removal
I Rating
7 lbs/ac.. Low
BALANCE
0
-
0
-
2001
18
1
3
-
1
0
208321 Database Version 3.1 Date Printed: 8/29/2008 NMR Page Page 3 of 4

Nutrient Management Recommendations Test
YEAR
—T,,7t7
N
(lbs/A)
P205
(lbs/A)
K20
(lbs/A)
Mg
(lbs/A)
Mn
(lbs/A)
Zn
(lbs/A)
Cu
(lbs/A)
Lime
nons/A)
Field
10085
7
Req'd Nutrients
146
0
0
0
0
0
0
0
Acres
App. Period
2.60
8/1-7/31
Supplied By:
CROP
Fescue PaSture
as
;WB
Starter
0
0
0
0
0
0
0
0
Commercial Fert.
0
0
0
0
0
0
0
0
Soil Series
L[wharrie
ha e
Lj w
Res 'dual
Residual
0
0
0
0
0
0
0
:::
�O
0
RYEJ sample
Date
4.5 Tons
07-10-08
Mature
.are
140
146
80
EE
200
E 0
18
18
rl
1
31
1
0
P Removal
I Rating 1
7 lbs/ac..
Low
A, NCE
ANCE
0
80
200
8
11
31
1
01
Tract
Field
10085
'00" +
8
Req'd Nutrients
143
120
0
0
0
0
Acres I App. Period
7.110
8/1-7/31
�appluxl By
—
—
CROP
Fescue Pasture
tarter
—F.name
0
—0
0
—42
0
0
0
0
0
E101,
.1 F,,t
—0
0
0
0
0
Soil Series
Uwhame
R. du.
0
0
0
0
0
0
0
_RYF lampleDate
4.4 Tons
07-10-08
Manure
143
78
196
18
1
3
JOO
I Remotal
�Ratmg 1
7 lbs/ac. ILow
BALANCE
—
01
01
1961
181
1
3
1
NOTE: Symbol * means user entered data.
208321 Database Version 3.1 Date Printed: 8/29/2008 NMR Page 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 ofcopper 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 .
Reauired Soil Test Wneq
Lime Recom.
Tract
Field
Crop
pH
(tons/acre)
Cu-I
Copper Recommendation
Zr-I
Zinc Recommendation
10085
1
Fescue Pasture
6.4
0.0
225
—
None
109
None
10085
10
Fescue Pasture
5.2
1.0
—
93
None
—
—
65
None
10085
I I
Small Grain Overseed
67
0.0
—
101
None
—
74
None
10085
11
Hybrid Bermuclagrass Pasture
6.7
0.0
101
None
74
None
10085
12
Annual Ryegrass - Pasture
5.3
1.2
77
None
—
62
None
10085
12
Pearl Millett, Pasture
5.3
0.0
77
None
62
None
10085
13
Annual Ryegrass - Pasture
5.3
1.2
77
None
62
None
10085
13
Pearl Millen, Pasture
5.3
00
77
None
62
None
10085
2
Fescue Pasture
6.4
0.0
133
None
77
None
10085
3
Fescue Pasture
6.1
0.0
177
None
—
III
None
10085
4
Fescue Pasture
6.1
0.0
259
None
—
213
None
10085
5
Fescue Pasture
6�5
0.0
281
None
200
None
10085
6
Fescue Pasture
6.3
0.0
167
None
—
—
64
None
10085
7
Fescue Pasture
6.1
0.0
177
None
93
None
10085 ,
8 ,
F escue Pasture
5.7
0.5
108 i
None
1
44
1�one
208321 Database Version 3.1 Date Printed: 0 8 -29-20 0 8 .... .. STV Pal�,c Page I of I

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
1501
13,161
99.291
198-58T
297.87
Hay 6 ton R.Y.E.
300
1 26.321
49.641
99.29
1 148.93
Foybean 40 bu
1601
14.041
93.081
186.171
279.L11
---------- -- - --- -- --- ------------ - -
-- ---------- --- - --- - - - ---- -- -- ---------- ----- ---- -- -- - --- -- ---- -
208321 Database Version 3.1 Date Printed: 08-29-2008 Sludge Page Page I 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 Storave Canacitv
Source Name
I Swine Feeder -Finish �agoon Liquid
Design Storage Capacity (Days)
Start Date
19/1
180
Plan Year
Month
Available Storage Capacity (Days)
1
149
2
167
3
180
4
180
5
180
6
180
7
166
8
149
9
180
10
180
11
150
12
119
* Available Storage Capacity is calculated as ofthe end of each month.
208321 Database Version 3.1 Date Printed: 08-29-2008 Capacity Page Page I of I

Required Specifications For Animal Waste Management
I. 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.
--- - --- ---- -- - ---- -- -- --------- - -
208321 Database Version 3.1 Date Printed: 8/29/2008 - Spe - cification Page I

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.
208321 Database Version 3.1 Date Printed: 8/29/2008 Spe-cification 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 he 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.
208321 Database Version 3.1
Date Printed: 8/29/2008 Specification Page 3

NUTRIENT MANAGEMENT and
WASTE UTILIZATION PLAN
SUPPLEMENTAL INFORMATION
N.C. Practice Job Sheet: NC-590-633
Prepared for: C ph& �, 4vp A e r- Vq i�' I,, jJ
By:_
Farm: --Tract: Date:-��-!�J is
-,2 a
WHAT IS NUTRIENT MANAGEMENT?
The conservation practice, Nutrient
Management, is managing the amount,
source, placement, form and timing of the
application of nutrients and soil amendments
to achieve realistic production goals, while
minimizing nutrient movement to surface or
ground waters. The practice, Waste
Utilization, is using agricultural waste such as
manure or wastewater in an environmentally
sound manner. These practices are jointly
accomplished through the development of a
Nutrient Management/Waste Utilization Plan,
which is normally part of a broader
Conservation Plan that addresses multiple
natural resource concerns on the land.
PURPOSE OF NUTRIENT MANAGEMENT
and WASTE UTILIZATION PRACTICES
Your nutrient management/waste utilization
plan is intended to accomplish one or more of
the following objectives:
• To budget nutrients for plant production.
• To properly utilize manure or organic by-
products as a plant nutrient source.
• To minimize the delivery of agricultural
nutrients to surface and ground water
resources.
To maintain or improve the physical,
chemical, and biological condition of the
soil.
To utilize agricultural wastes for
livestock feed or as an energy source.
CONTENTS OF THE NUTRIENT
MANAGEMENT / WASTE UTILIZATION
PLAN
The information provided in this Job
Sheet and the attachments meet the
minimum requirements for a Nutrient
Management Plan for USDA-NRCS
purposes. This Nutrient Management
Plan includes:
1 A plan map and soils map for the area
planned (these may be part of the
overall Conservation Plan).
2. Location of designated sensitive areas
or resources (streams, wells,
sinkholes, etc.) and any associated
nutrient application setbacks, etc.
3. Your planned crop rotation.
4. Results of soil, plant, water tests.
5. Results from Phosphorus Loss
Assessment Too[ (PLAT) or Leaching
Index (LI) as required.
6. Realistic yield expectations for the
crops in the rotation, and their source
if other than default values approved
for N.C.
7. Recommended nutrient application
rates for nitrogen, phosphorus, and
potassium, as well as timing, form,
NC Practice Job Sheet: NC-590 (August, 2003) Page I

and method of application and
incorporation, if applicable.
8. This Job Sheet (or comparable
information), that provides the following:
General requirements of this practice,
as well as additional requirements to
meet the natural resource protection
purposes listed above.
Additional considerations specific to
this plan.
Operation and maintenance
information associated with this
practice.
Because this Nutrient Management Plan
includes agricultural organic sources,
additional items are required in the plan to
ensure proper waste utilization:
• Waste Utilization Agreement (if
applicable)
• Waste Utilization Third Party
Agreement (if applicable)
• Additional engineering design and
operating information for waste storage
structures, transport, and application
system, as applicable. These designs,
and the instructions for operating these
structures, is an integral component of
your overall Nutrient Management/
Waste Utilization Plan.
• Emergency Action Plan to prevent
overtopping or other discharges from
storage structures or facilities, as
applicable.
This plan was developed based on the current
NRCS 590 and 633 standards and Federal,
state, or local regulations or policies.
Changes in laws or regulations may
necessitate a revision of the plan.
BASIC REQUIREMENTS FOR WASTE
UTILIZATION
General
All manure and organic residues must be
applied according to a nutrient management
plan (see the following section, "BASIC
REQUIREMENTS FOR NUTRIENT
MANAGEMENT")
You are required to acquire and comply
with all federal, state, or local permit
requirements related to the handling and
application of manure or organic
materials.
The nutrient management/waste
utilization plan must address all organic
waste generated at or brought to the
facility. A Waste Utilization Third Party
Agreement must exist to address all
organic waste not handled by the nutrient
management/waste utilization plan.
Manure or organic wastes will not be
applied to the following areas:
• surface waters,
• wetlands, unless constructed as a
component in a waste treatment
system,
• soils subject to frequent flooding
during the period when flooding is
expected,
• frozen, snow-covered, or saturated
soils,
• within 200 feet of a dwelling other
than those owned by the producer,
• within 100 feet of a well,
• within 25 feet of surface waters, or
• within any other setbacks as identified
by federal, state, or local laws or
regulations (e.g. NC General Statute
prevents swine lagoon effluent from
being applied within 75 feet of a
residential property boundary or
perennial stream or river if the facility
was sited on or after October 1995.)
Manure or organic wastes will be applied
in a manner not to reach surface waters,
wetlands (unless constructed as a
component in a waste treatment system),
property owned by others, or public right-
of-way.
Sludge that accumulates in waste storage
structures must be analyzed prior to land
NC Practice Job Sheet: NC-590 (August, 2003) Page 2

application. Adequate provisions (available
land and/or third party manure agreements)
must exist to ensure sludge is applied in
adherence to all nutrient application
requirements. All federal and state guidance
regarding the proper testing, handling,
planning, and application of sludge must be
followed for regulated operations.
Since compliance with all applicable North
Carolina laws is the responsibility of the
producer, you should consult the most current
version of the Guidance Memo for
Implementing the Environmental Management
Commission's Regulations for Animal Waste
Management for questions.
ADDITIONAL REQUIREMENTS FOR
PROVIDING LIVESTOCK FEED
If applicable, all agricultural wastes or other
organic residues used for feedstock must be
handled in a manner to minimize
contamination and preserve its feed value,
Chicken litter stored for this purpose must be
covered. A qualified animal nutritionist shall
develop rations that utilize animal wastes.
ADDITIONAL REQUIREMENTS FOR
PROVIDING A SOURCE OF ENERGY
If your facility is to be used for energy
production, all energy producing components
of the system are included in the Nutrient
Management/Waste Utilization Plan and
provisions for the utilization of residues of
energy production identified. Your Nutrient
Management Plan includes the use of these
residues, if applicable.
BASIC REQUIREMENTS FOR NUTRIENT
MANAGEMENT
General
Application of nutrients must comply with all
applicable Federal, state, and local laws and
regulations.
The realistic yield expectations (RYEs) in
this plan are based on one or more of the
following:
Default values approved by the N.C.
Interagency Nutrient Management
Committee that incorporate soil
productivity information, yield data,
and research with North Carolina
soils, and cropping systems.
Additional information on the default
values may be found at:
www.soil.ncsu.edulnmpincnmkqlindex.h
Documented actual yield data from
the site, determined by the average of
the highest three yields of the last five
consecutive specific crop harvests.
(For forage crops, determine the
average of the highest three years of
the last five years.)
A fertilization rate recommended by
North Carolina State University may
be used in cases where no yield data
or approved RYE values exist for a
crop.
An RYE inferred from a similar crop
on a soil with similar physical and
chemical features may be used for
new crops or in the absence of other
RYE data. This inferred RYE may
ONLY be specified by a certified
Nutrient Management planner.
Erosion, runoff, and water management
controls have been planned, as needed,
on fields that receive nutrients.
Soil Testing
This nutrient management plan has been
developed based on current soil test
results (no older than three years).
Soil samples must be collected and
prepared in accordance with North
Carolina State University or the North
Carolina Department of Agriculture and
Consumer Services (NCDA&CS)
Agronomic Division standards or
recommendations,
NC Practice Job Sheet: NC-590 (August, 2003) Page 3

Soil test analyses can be performed by any
laboratory or program that is certified by the
North Carolina Department of Environment
and Natural Resources (NCDENR), Division of
Water Quality, Laboratory Section,
NCDA&CS Agronomic Division uses the
Mehlich-3 extractant process for soil testing.
Growers who utilize other laboratories must
request the use of the Mehlich-3 methodology
to ensure the test results are compatible with
North Carolina's nutrient management
planning and assessment tools. For statewide
consistency, all laboratories used must
provide fertilization recommendations using
guidelines and methodologies as referenced
at the NCDA&CS website:
www.ncaqr.comla.gronamilabook.htm
Growers are encouraged to use a laboratory
that is supported by field research within the
state.
Soil testing shall include analysis for all
nutrients for which specific information is
needed to develop the nutrient plan.
Plant Tissue Testing
Tissue sampling and testing, when used, shall
be done in accordance with North Carolina
State University or NCDA&CS standards or
recommendations.
Manure Testing
Nutrient values of manure and organic by-
products shall be established for planning
purposes based on laboratory analysis,
acceptable default values, or historic records
for the operation.
When determining actual application rates, a
laboratory analysis is required. State
regulations -require that waste be tested within
60 days of utilization for some operations. In
the case of daily spreading, the waste must be
sampled and analyzed at least once a year.
Acceptable laboratories include the
NCDA&CS Agronomic Division, or others
certified by the NCDENR.
Field Risk Assessment
A field -specific assessment of the
potential for phosphorus transport from
each field (or groups of similar fields)
have been conducted, using the North
Carolina Phosphorus Loss Assessment
Tool (PLAT)
PLAT assesses the potential for
phosphorus (P) to be transported from the
site to surface water through each of the
four primary loss pathways:
• sediment -bound P transported
through erosion,
• soluble P transported through
surface runoff,
• soluble P leached through the soil
profile, and
non -incorporated source P
transported through surface
runoff.
Based on the assessment of each loss
pathway, PLAT produces a single rating
for each field. As shown below, this
rating will identify whether nitrogen or
phosphorus shall be the rate -determining
element in developing the planned
application rate for manure.
PLAT Rating
Nutrient Application Criteria
LOW
Nitrogen -based manure
MEDIUM
-application.
Nitrogen -based manure
application.
HIGH
Manure application limited to
phosphorus removal from site
in harvested plant biomass.
VERY HIGH
No additional manure
application to be specified in
plan for the site.
On all sites, regardless of the PLAT
rating, starter fertilizers may be
recommended in accordance with NCSU
guidelines or recommendations.
NC Practice Job Sheet: NC-590 (August, 2003) Page 4

In some cases, specific conservation practices
nutrients that exceeds the soil test
that reduce the potential for phosphorus
recommendation.
transport have been incorporated into PLAT.
Examples include buffers or filter strips,
When the plan is being implemented
ponds, water table management, and residue
on a phosphorus standard (a PLAT
management and conservation tillage.
rating of High or Very High), manure
Similarly, soil erosion rates, either existing or
or other organic by-products shall be
planned, have been incorporated into your
applied at rates consistent with the
PLAT analysis. This information is shown on
phosphorus application guidance
the PLAT results enclosed. Because the
below. In such situations, an
management of the site actually affects the
additional nitrogen application from
PLAT rating, all practices identified on the
non -organic sources may be required
PLAT analysis (including any required to
to supply nitrogen at the rate
achieve the -specified erosion rate) must be
recommended by the RYE.
either already installed or included in a
Conservation Plan for the Nutrient
Within the limits allowed by PLAT,
Management Plan to be approved.
manure or other organic by-products
may be applied on soybeans at rates
Nutrient Application Rates
equal to the estimated removal of
nitrogen in harvested plant biomass.
Recommended nutrient application rates are
based on North Carolina State University or
All nitrogen rates for hay production
NCDA&CS recommendations that consider
are for pure grass stands. Due to the
current soil test results, RYEs, and
nutrient recycling by grazing animals,
management.
the planned nitrogen rate per unit
yield for hay crops shall be reduced
Liming material shall be applied as needed to
by 25% for the portion of the expected
adjust soil pH to the specific range required by
yield that is removed through grazing.
the crop or crops in the rotation for optimum
availability and utilization of nutrients.
Phosphorus Application — When
manure or other organic by-products
The application amount and rate (in/hr) for
are used, the planned rates of
liquid wastes (e.g. applied through irrigation)
phosphorus application shall be based
shall not result in runoff from the site. The
on the PLAT rating for the site, as
application shall not exceed the field capacity
follows:
of the soil.
Low or Medium Rating — The
The planned rates of nutrient application are
planned manure or organic by -
shown on the attached sheets. These rates
product application rate is based
have been computed as follows:
on the nitrogen needs of the crop.
Nitrogen Application - When the plan is High Rating — The planned
nitrogen -based (a PLAT rating of Low or manure or organic by-product
Medium), the application rate of manure or application rate is limited to the
organic by-products shall be based on the phosphorus removal rate of the
recommended nitrogen rate using the RYE harvested plant biomass.
for the site (or a rate recommended by
NCSU or NCDA in the case of crops Very High Rating — No additional
without established RYEs). This may manure or organic by-product
result in an application rate for other application is specified in the plan.
NC Practice Job Sheet: NC-590 (August, 2003) Page 5

On all sites, regardless of the PLAT rating,
starter fertilizers containing nitrogen,
phosphorus, and potassium may be
recommended in accordance with North
Carolina State University guidelines or
recommendations.
A single application of phosphorus applied
as manure or organic by-product may be
made at a rate equal to the recommended
phosphorus application or estimated
phosphorus removal in harvested plant
biomass for the crop rotation or multiple
years in the crop sequence.
When such single applications are
made, the rate shall:
* not exceed the recommended
nitrogen application rate during the
year of application, or
+ not exceed the estimated nitrogen
removal in harvested plant bio-
mass during the year of application
when there is no recommended
nitrogen application, or
* not be made on sites with a Very
High PLAT risk rating.
Potassium Application — Planned
potassium application rates should
match the soil test recommended rates
as closely as possible. (This is
particularly critical in situations where a
potentially harmful nutrient imbalance
in crops or forages may occur, such as
grass tetany). When using manure or
other organic sources, the addition of
potassium from non -organic sources
may be required.
Other Plant Nutrients - The planned
rates of application of other nutrients if
applicable are consistent with North
Carolina State University or the
NCDA&CS guidelines or
recommendations.
Nutrient Application Timing
Timing of nutrient application shall
correspond as closely as possible with
plant nutrient uptake characteristics, while
considering cropping system limitations,
weather and climatic conditions, and field
accessibility. Nutrients shall not be
applied to frozen, snow-covered, or
saturated soil.
Manure or organic by-products shall not
be applied more than 30 days prior to
planting of the crop or forages breaking
dormancy.
For nutrients applied through irrigation
systems, application equipment should be
properly calibrated to ensure uniform
distribution of material at planned rates
Plan Review and Revision Period
A thorough review and revision (if
needed) of the nutrient management plan
shall be conducted on a regular cycle, not
to exceed five years.
Heavy Metals Monitoring
For animal waste, including sludge, zinc
and copper concentrations shall be
monitored and alternative crop sites for
application shall be sought when these
metals approach excessive
concentrations. The following criteria and
actions are provided:
ZINC
Mehlich-3 Index
Action
IKRZ!l
300 (21 lbs/ac)
Peanuts are very sensitive to
zinc, and application on peanuts
should be limited. Seek
alternative sites when possible.
The risk of zinc toxicity is
greater with low soil pH and has
been seen at Zn-1 as low as
300. *
500 (35 lbs/ac)
Critical toxic level for peanuts.
Cease application on peanuts.
2,000(142
Caution: Seek alternative sites
lbs/ac)
when possible for all crops. *
3,000(213
Critical toxic level for all crops.
NC Practice Job Sheet: NC-5 90 (August, 2003) Page 6

Mehlich-3 Index
Action
i9q:R
2.000 (72 lbs/ac)
Caution: Seek alternative sites
when possible for all crops. *
3,000(108
Critical toxic level for all crops.
lbs/ac)
Cease application on all crops.
* Maintain pH at 6.0 on these
When sewage sludge is applied, the
accumulation of potential pollutants (including
arsenic, cadmium, copper, lead, selenium,
and zinc) in the soil shall be monitored in
accordance with the US Code, Reference 40
CFR, Parts 403 and 503, and applicable state
and local laws or regulations. Additional
information on heavy metal criteria for sewage
sludge may be found in Land Application of
Sewage Sludge, EPA/831-B-93-002b
publication number at:
httD.,11www. ei)a. qov1nDdes1Pubs/s1udqe.o
ADDITIONAL REQUIREMENTS FOR
MINIMIZING DELIVERY OF NUTRIENTS TO
SURFACE AND GROUND WATER
In areas that have been identified as impaired
with agricultural nutrients being a likely
source, an assessment shall be completed of
the potential for nitrogen or phosphorus
transport from the site. (The streams/water
bodies in this category are listed in the USDA-
NRCS Field Office Technical Guide, Section
1.)
NO
This nutrient management plan IS NOT in
an area where surface waters are
impaired, with agricultural nutrients
identified as a likely source. The Leaching
Index (LI) is not required.
YES
This nutrient management plan IS 'in an
area where surface waters are impaired
with agricultural nutrients identified as a
likely source. The Leaching Index (LI)
is included in this plan.
While the results of the LI does not affect
your planned nutrient application rates,
some additional conservation practices
may be specified in the plan to reduce the
risk of nutrient movement from the field, if
applicable.
IMPORTANCE OF MANAGING
NUTRIENTS
Nitrogen and phosphorus are water
soluble elements and either or both may
be components of organic and inorganic
fertilizers. In soluble forms, both can
move with water as leachate down
through the soil, or over the soil surface
as runoff after rainfall. While nitrogen and
phosphorus exist in different forms and
may move through different transport
processes on the same site, they both
can have detrimental effects on both
surface and shallow ground water quality.
As an example, excess nutrients can
result in accelerated eutrophication with
severe algal blooms and fish kills.
Because of the topography, hydrology,
and other factors in the state, the
environmental problems from excess
nutrients reaching surface water may not
be exhibited near the contributing source,
but rather create water quality problems
far downstream. Consequently, the
Neuse River Basin, Tar-Parnlico Basin,
the Chowan River, the watershed of the
B. Everett Jordan Reservoir, and the
watershed of the New River in Onslow
County are listed as Nutrient Sensitive
waters in North Carolina.
Nitrogen: Nitrogen applied as fertilizer or
organic material is transformed into
nitrate and can move with the water
moving downward into the shallow ground
water and eventually to surface waters.
(Relatively small amounts of nitrogen
reach our surface waters through rainfall
runoff. ) The Leaching Index (LI) is a
NC Practice Job Sheet: NC-590 (August, 2003) Page 7

required part of the nutrient management plan
in some areas of the state with surface water
impairments. The LI uses soils information
and local climate data to assess the potential
hazard from leaching of nutrients, The results
of the Ll analysis and recommended actions
are included in your nutrient management
plan, if applicable.
Phosphorus: Research in recent decades
indicates that, with high soil phosphorus
levels, phosphorus has more potential to be
transported off -site than recognized in the
past. Phosphorus can be transported in
several ways: (1) attached to soil particles
leaving the field through erosion, (2) in soluble
form leaving the field in surface runoff, and (3)
in soluble form leaching downward through
the soil profile, and eventually into surface
water. Unlike nitrogen, the most likely
transport pathway for phosphorus varies by
site, and depends upon such factors as soil
erosion rate, soil phosphorus levels, texture of
soils, existence of buffers, and other factors.
In N.C., PLAT is the tool used to assess
potential excessive phosphorus losses. The
results of the PLAT analysis and
recommended actions are included in your
nutrient management plan, if applicable.
If a site receives a PLAT rating of Low or
Medium, then applying manure at rates based
on the nitrogen needs of the crop is allowed.
It is important to realize that this may result in
phosphorus being applied at rates that
significantly exceed the crop's phosphorus
removal rate. In these cases, the planned
nutrient application rate is not sustainable,
and eventually a PLAT rating of High may be
reached.
OPERATION & MAINTENANCE
You are responsible for safe operation and
maintenance of this practice, including all
equipment. The following Operation &
Maintenance should be conducted:
1 Review the plan annually to determine if
adjustments or modifications to the plan
are needed. (The S.B. 1217
interagency group guidelines
accepted by the N.C. Division of
Water Quality for .0200 operations
specify a plan revision when there are
changes in crops or cropping patterns
that utilize more than 25 percent of
the nitrogen generated by the
operation.) As a minimum, nutrient
management plans shall be
thoroughly reviewed every five years
and revised if necessary. The next
review will be performed in
/d - � — _� 0 13.
2. Protect fertilizer and organic by-
product storage facilities from weather
and accidental leakage or spillage.
3. Ensure proper calibration of
application equipment to ensure
uniform distribution of material at
planned rates.
4. Inspect and maintain the equipment
and facilities used to implement the
Nutrient Management/Waste
Utilization, Plan regularly. Any needed
repairs should be made in a timely
manner.
5. Review the Emergency Action Plan, if
applicable, annually.
6. Records should be maintained for five
years, or for a period as required by
other Federal, state, or local
ordinances, or program or contract
requirements. To ensure adequate
information exists to support sound
nutrient management, NRCS
recommends the following records be
included:
0 Soil test results and
recommendations for nutrient
application,
Quantities, analyses and sources
of nutrients applied (When the
actual rates used exceed the
recommended and planned rates
on inorganic fertilizer plans,
NC Practice Job Sheet: NC-590 (August, 2003) Page 8

records should indicate the reasons for
the differences, e.g. inability to acquire
custom blended fertilizer.)
Dates and method of nutrient
applications,
Crops planted, planting and harvest
dates, yields, and crop residues
removed,
Results of water, plant, and organic by-
product analyses, and
Dates of review and person performing
the review, and recommendations that
resulted from the review.
NOTE: State laws or regulations may
define record -keeping requirements for
some operations.
Ensure that workers are protected from
and avoid unnecessary contact with
inorganic fertilizers and organic by-
products. Protection should include the
use of protective clothing when working
with plant nutrients. Extra caution must be
taken when handling ammonia sources of
nutrients, or when dealing with organic
wastes stored in poorly ventilated
enclosures.
8. Properly dispose of material generated by
the cleaning of nutrient application
equipment. Excess material should be
collected and stored or field applied in an
appropriate manner. Excess material
should not be applied on areas of high
potential risk for runoff or leaching.
9. Properly dispose of or recycle nutrient
containers according to state and local
guidelines or regulations.
NC Practice Job Sheet: NC-590 (August, 2003) Page 9

Crop Notes
Fescue: Coastal Plain, Organic Soils.
The following crop note applies to field(s): I
Adaptation: Well -adapted.
In the Coastal Plain tidewater region, tall fescue can be planted Sept. I to Oct. 15 (best) and Feb. 15 to
Mar. 20. For pure -stand broadcast seedings use 20 to 30 lb/ac., for drilled use 15 to 20 lb/ac. seed. Use
certified seed to avoid introducing weeds or annual ryegrass. Plant seed 0.25" to 0.5" deep for pure
stands, 0.25" in mixture with clovers. Tall fescue will tolerate soil wetness but not flooding or prolonged
saturation; use ladino clover for mixtures on these soils. Soil test for preplant and maintenance lime,
phosphorus, and potassium recommendations. Apply 40 to 60 lb/ac nitrogen at planting for pure stands
only. Do not apply N for mixtures with clovers but use proper legume inoculation techniques. Apply 150
to 200 lb/ac. N to pure -stand fescue for hay production; reduce N rates by 25% for grazing. Apply N Feb.
I to Mar. 20 and Aug. 20 to Sept. 30, with equal amounts in each window. Refer to NCSU Technical
Bulletin 305 Production and Utilization of Pastures and Forages in North Carolina for additional
information or consult your regional agronomist or extension agent for assistance.
The following crop note applies to field(s): 10, 2, 3, 4, 5, 6, 7, 8
Fescue: Piedmont
Adaptation: Well -adapted.
In the Piedmont, tall fescue can be planted Aug. 20 to Oct. 10 (best) and Feb. 15 to Mar. 20. For
pure -stand broadcast seedings use 20 to 30 lb/ac., for drilled use 15 to 20 lb/ac. seed. Use certified seed
to avoid introducing weeds or annual ryegrass. Plant seed 0.25" to 0.5" deep for pure stands, 0.25" in
mixture with clovers. Soil test for preplant and maintenance lime, phosphorus, and potassium
recommendations. Apply 40 to 60 lb/ac nitrogen at planting for pure stands only. Do not apply N for
mixtures with clovers but use proper legume inoculation techniques. Apply 150 to 200 lb/ac. N to
pure -stand fescue for hay production; reduce N rates by 25% for grazing. Apply N Feb. I to Mar. 20 and
Aug. 20 to Sept. 30, with equal amounts in each window. Refer to NCSU Technical Bulletin 3 05
Production and Utilization of Pastures and Forages in North Carolina for additional information or
consult your regional agronomist or extension agent for assistance.
--------- -- -- ---------------------------------- ---------------------------------------------------------------- -
208321 Database Version 3.1 DatePrinted: 08-29-2008 Crop Note Page Page I of 2

The following crop note applies to field(s): I I
Small Grain: Piedmont
In the Piedmont, oats and barley should be planted from October I -October 25; and rye from October
15-November 10. 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.
The following crop note applies to field(s): I I
Bermudagrass: Piedmont
Adaptation: Moderate to Well -adapted.
In the Piedmont, hybrid bermudagrass sprigs can be planted Mar. I to Mar. 3 1. Cover sprigs I" to 3"
deep (1.5" optimal). Sprigs should be planted quickly after digging and not allowed to dry
The following crop note applies to field(s): 12, 13
Annual RyeGrass: This crop is not an overseed. Recommendations for this crop are not applicable to a
ryegrass overseed.
The following crop note applies to field(s): 12, 13
Pearl Millett: No Comment
------------ - -- - -- - ------- ------------ ------- --- ---- - ---- --------------- I -- --------- ------------------
208321 Database Version 3.1 Date Printed: 08-29-2008 Crop Note Page Page 2 of 2

EMERGENCY ACTION PLAN
PHONE NUMBERS
DWQ 910-486-1541
EMERGENCY MANAGEMENT SYSTEM 910-997-8238
SWCD 910-997-8244 Ext. 3
NRCS 910-997-8244 Ext, 3
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.
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 flows 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 caused the runoff.
e. Evaluate the application rates for the fields where runoff occurred,
C. Leakage from the waste pipes and sprinkIrrs-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:
December 18, 1996

a. Stop recycle pump.
b. Stop irrigation pump.
c� Make sure no siphon occurs,
d. Stop all flows in the house, flush systems, or solid separators.
e, Repair all leaks prior to restarting pumps.
E. Leakage from base or sidewall of lagoon. Often this is seepage as opposed to
a. Dig a small sump or ditch away from the embankment to catch all seepage, put
in a submersible, pump, and pump back to the 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 lagoon bottom
as soon as possible.
2. Assess the extent of the spill and note any obvious damages.
a. Did the waste reach any surface waters?
b. Approximately how much was released and for what duration?
G. Any damage noted, such as employee injury, fish kills, or property damage?
d. Did the spill leave the property?
e. Does the spill have the potential to reach surface waters?
f. Could a future rain event cause the spill to reach surface waters?
g. Are potable water wells in danger (either on or off of the property)?
h. How much reached surface waters?
3. Contact appropriate agencies.
a. During normal business hours, call your DWQ (Division of Water Quality) regional office;
Phone [phone], After hours, emergency number: 919-733-3942. Your phone call
shoWd include: your name, facility, telephone number, the details of the incident from item 2
above, the exact location of the facility, the location or direction of movement of the spill,
weather and wind conditions. The corrective measures that have been under taken, and the
seriousness of the situation.
b. If spill leaves Property or enters surface waters, call local EMS phone number 910-997-8238.
c, Instruct EMS to contact local Health Department,
d. Contact CES, phone number 910-997-8255 , lo I cal SWCD office phone number
910-997-8244, and local NRCS office for advice/technical assistance phone number
910-997-8244.
If none of the above works call 911 or the Sherifts Department and explain your problem to
them and ask that person to contact the proper agencies for you,
2 December 18, 1996

5, Contact 1he contractor Of Your chn'
damage, Ice to begin repair of problem to minimize off -site
a, Contractors Name:
b. Contractors Address: — — — — — — — —
c- Contractors Phone:
6, Contact the technical specialist who certified the lagoon (NRCS' Consulting Engineer, etc.
a- Name:
b. Phone:
7* Implement Procedures as advised by DWQ and technical assistance agencies to rectify th
damage, repair the system I and reassess the waste
with release of wastes from happening again. management plan to keep problems e
December 18, 1996

Swine Farm Waste Management Odor Control Checklist
Source Cause BMPs to Minimize Odor Site Specific Practices
Farmstead
0 Swine Production
F3
Vegetative or wooded buffers;
0
Recommended best management practices;
0
Good judgement and common sense
Animal body surfaces
Dirty manure -covered animals
13
Dry floors
Floor surfaces
9 Wet manure -covered floors
0
Slotted floors;
11
Waterers located over slotted floors;
C3
Feeders at high end of solid floors;
13
Scrape manure buildup from floors;
71
Underfloor ventilation for drying
Manure collection pits
0 Urine;
0
Frequent manure removal by flush, pit recharge, or
0 Partial microbial decomposition
scrape;
D
Underfloor ventilation
Ventilation exhaust fans 0 Volatile gases; 0 Fart maintenance;
0 Dust 71 Efficient air movement
Indoor surfaces 0 Dust 0 Washdown between groups of animals;
C3 Feed additives;
0 Feed covers;
0 Feed delivery downspout extenders to feeder covers
Flush tanks
0 Agitation of recycled lagoon liquid
0
Flush tank covers;
while tanks are filling
D
Extend fill to near bottom of tanks with anti -siphon
vents
Flush alleys
0 Agitation during wastewater
Underfloor flush with underfoot ventilation
conveyance
Pit recharge points
0 Agitation of recycled lagoon liquid
71
Extend recharge lines to near bottom of pits with
while pits are filling
anti -siphon vents
Lift stations
0 Agitation during sump tank filling
0
Sump tank covers
and drawdown
Outside drain collection or 0 Agitation during wastewater 0 Box covers
junction boxes conveyance
AMOC - November 11, 1996, Page 3

Source Cause BMPs to Minimize Odor Site Specific Practices
End of drainpipes at lagoon 0 Agitation during wastewater C3 Extend discharge point of pipes underneath
conveyance lagoon liquid level
Lagoon surfaces 0 Volatile gas emission; 0
Proper lagoon liquid capacity;
• Biological mixing; 0
Cornect lagoon startup procedures;
• Agitation 0
Minimum surface area -to -volume ratio;
0
Minimum agitation when pumping;
0
Mechanical aeration;
0
Proven biological nriditi,,,
Irrigation sprinkler nozzles 0 High pressure agitation; 0 Irrigate on dry days with little or no wind;
0 Wind drift C3 Minimum recommended operating pressure;
0 Pump intake near lagoon liquid surface;
C3 Punni) from second stage lagoon
Storage tank or basin Partial microbial decomposition; 11 Bottom or midlevel loading;
surface 0 Mixing while filling; 0 Tank covers�
0 Agitation when emptying 11 Basin surface mats of solids;
n s or oxidants
Settling basin surface 0 Partial microbial decomposition; 0 Extend drainpipe outlets underneath liquid level;
0 Mixing while filling;
0 Agitation when emptying 0 Remove settled solids regularly
Manure, slurry or sludge 0 Agitation when spreading; 0 Soil injection of slurry/sludges;
spreader outlets 0 Volatile gas emissions 11 Wash residual manure from spreader after use;
El Proven biological additives or oxidants
Uncovered manure, slurry
0 Volatile gas emissions while drying
0
Soil injection of slurry/sludges;
or sludge on field surfaces
13
Soil incorporation within 48 hrs.;
C3
Spread in thin uniform layers for rapid drying;
n
I s or oxidants
Dead animals
0 Carcass decomposition
13
Proper disposition of carcasses
Dead animal disposal pits
0 Carcass decomposition
0
Complete covering of carcasses in burial pits;
0
Proper location/construction of disposal pits
Incinerators
0 Incomplete combustion
0
Secondary stack burners
AMOC - November 11, 1996, Page 4

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Source
Insect Control Checklist for Animal Operations
Cause
BMPs to Minimize Insects
Liquid Systems
Flush Gutters 0 Accumulation of Solids 73 Flush system is designed and operated sufficiently to
remove accumulated solids from gutters as designed;
0 Remove bridging of accumulated solids at discharge
Lagoons and Pits 0 Crusted Solids 173 Maintain lagoons, settling basins and pits where pest
breeding is apparent to minimize the crusting of
solids to a depth of no more than 6 - 8 inches over
more than 30% of surface.
Excessive Vegetative 0 Decaying vegetation 173 Maintain vegetative control along banks of lagoons
Growth and other impoundments to prevent accumulation of
decaying vegetative matter along water's edge on
Feeders 0 Feed Spillage
D Design, operate and maintain feed systems (e.g.,
bunkers and troughs) to minimize the accumulation
of decaying wastage.
71 Clean up spillage on a routine basis (e.g., 7 - 10 day
interval during summer; 15-30 day interval during
Feed Storage 0 Accumulation of feed residues 73 Reduce moisture accumulation within and around
immediate perimeter of feed storage areas by
insuring drainage away from site and/or providing
adequate containment (e.g., covered bin for brewer's
grain and similar high moisture grain products).
0 Inspect for and remove or break up accumulated
solids in filter strips around feed storage as needed.
Animal Holding Areas 0 Accumulations of animal wastes 0 Eliminate low areas that trap moisture along fences
and feed wastage and other locations where waste accumulates and
disturbance by animals is minimal.
r7l Maintain fence rows and filter strips around animal
holding areas to minimize accumulations of wastes
(i.e. inspect for and remove Or break up
accumulated solids as needed.
AMIC - November 11, 1906, Page I
Site Specific Practices

Operator:CHRIS YAKLIN County: RICHMOND
Date:
02/02/96
Distance to nearest residence (other than owner):
0.0
feet
1. AVERAGE LIVE WEIGHT (ALW)
0 sows (farrow to finish)
x 1417
lbs.
0
lbs
0 sows (farrow to feeder)
x 522
lbs.
0
lbs
7920 head (finishing only)
x 135
lbs.
1069200
lbs
0 sows (farrow to wean)
433
lbs.
0
lbs
0 head (wean to feeder)
�x
x 30
lbs.
0
lbs
Describe other :
0
Total
Average Live Weight
1069200
lbs
2. MINIMUM REQUIRED TREATMENT VOLUME
OF LAGOON
Volume = 1069200 lbs. ALW x
Treatment Volume(CF)/lb.
ALW
Treatment Volume(CF)/lb. ALW
1 CF/lb. ALW
Volume = 1069200 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feet
4. TOTAL DESIGNED VOLUME
Inside top length (feet) --------------------- 515.0
Inside top width (�eet) ---------------------- 360.0
Top of dike elevation (feet) ----------------- 94.8
Bottom of lagoon elevation (feet) ------------ 83.6
Freeboard (feet) ----------------------------- 1.0
Side slopes (inside lagoon) ------------------ 3.0
Total design volume using prismoidal formula
SSIEND1 SS/END2 SS/SIDEl SS/SIDE2 LENGTH WIDTH DEPTH
3.0 3.0 3.0 3.0 509.0 354.0 10.2
AREA OF TOP
LENGTH * WIDTH =
509.0 354.0 180186 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
447.8 292.8 131116 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH WIDTH * 4
478.4 323.4 618858 (AREA OF MIDSECTION * 4)
CU. FT. KAREA TOP + (4*AREA MIDSECTION) + AREA BOTTOMO DEPTH/6
180186.0 618858.2 131115.8 1.7
Total Designed Volume Available = 1581272 CU. FT.
C00101261578

5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top ?f dike)
Length * Width =
515.0 360.0 185�00.0 square feet
Buildings (roof and lot water)
0.0 square feet
TOTAL DA 185400.0 square feet
Describe this area.
Design temporary storage period to be 180 days.
5A. Volume of waste produced
Feces & urine production in gal./day per 135 lb. ALW 1.37
Volume = 1069200 lbs. ALW/135 lbs. ALW * 1.37 gal/day 180 days
Volume = 1953072 gals. or 261105.9 cubic feet
5B. Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume = gallons/day 180 days storage/7.48 gallons
Volume = 0.0 cubic feet per CF
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall
Volume = 6.5 in * DA / 12 inches per foot
Volume = 100425.0 cubic feet
6. 5 inches
C00101261579

5D. Volume of 25 year.- 24 hour storm
Volume = 6.5 inches / 12 inches per foot * DA
Volume = 100425.0 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
I
5A.
261106
cubic
feet
5B.
0
cubic
feet
5C.
100425
cubic
feet
5D.
100425
cubic
feet
TOTAL 461956 cubic feet
6. SUMMARY
Temporary storage period================.===>
180
days
Rainfall in excess of evaporation===========>
6.5
inches
25 year - 24 hour rainfall=============.=.==>
6.5
inches
Freeboard================================.==>
Side
1.0
feet
slopes=================================>
3.0
: 1
Inside top length===========================>
515.0
feet
Inside top
360.0
feet
Top of dike elevation=======================>
94.8
feet
Bottom of lagoon elevation==================>
83.6
feet
Total required volume===============.======.>
1531156
cu. ft.
Actual design Volume========================>
1581272
cu. ft.
Seasonal high watertable elevation (SHWT)===>
88.0
feet
Stop pumping
90.8
feet
Must be > or = to the SHWT elev.==========>
Must be
88.0
feet
> or = to min. req. treatment el.=>
Required minimum treatment volume===========>
89.6
1069200
feet
cu. ft.
Volume at stop Pumping elevation============>
Start
1069221
cu. ft.
pumping
92.9
feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.- 24 hr . rainfall==>
Volume at
1480847
cu. ft.
start pumping elevation===========>
Required volume to be pumped================>
1430751
cu. ft.
Actual volume planned to be pumped==========>
Min.
361531
361530
cu. ft.
cu. ft.
thickness of soil liner when required==>
1.6
feet
7. DESIGNED BY: -a 4 4-9x� APPROVED BY:
DATE:
DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:
C00101261580

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

OPERATION & 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

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

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.

• 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 the possibility 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.

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.

EMERGENCY ACTION PLAN
PHONE NUMBERS
DIVISION OF WATER QUALITY (DWQ) C':R%0_'_k33 330(_��
EMERGENCY MANAGEMENT SERVICES (EMS) qkr�—qckn -5X?ry
SOIL AND WATER CONSERVATION DISTRICT (SWCD) Otto
NATURAL RESOURCES CONSERVATION SERVICE (NRCS) gio —Ctci-1 41_;L"
COOPERATIVE EXTENSION SERVICE (CES) eli to -
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.
a) 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.

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: MurphV 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: (910) 293 - 5330
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.

INSECT CONTROL CHECKLIST FOR ANIMAL OPERATIONS
Source Cause BMP's to Minimize Odor Site Specific Practices
(Liquid Systems)
Flush Gutters Accumulation of solids (V) Flush system is designed and operated
sufficiently to remove accumulated
solids from gutters as designed.
Remove bridging of accumulated solids at
discharge
Lagoons and Pits Crusted Solids (V) Maintain lagoons, settling basins and
pits where pest breeding is apparent to
minimize the crusting of solids to a depth
of no more than 6-8 inches over more than
30% of surface
Excessive Decaying vegetation (V)Maintain vegetative control along banks of
Vegetative Growth lagoons and other impoundment's to prevent
accumulation of decaying vegetative matter
along water's edge on impoundment's perimeter.
Design, operate and maintain feed systems (e.g..
bunkers and troughs) to minimize the accumulation
of decaying wastage.
Clean up spillage on a routine basis (e.g. 7-10 day
interval during summer 15-30 day interval during winter).
Feed Storage Accumulation of feed
Reduce moisture accumulation within and around
residues
immediate perimeter of feed storage areas by
insuring drainage away from site and/or providing
adequate containment (e.g., covered bin for
brewer's grain and similar high moisture grain
products).
Inspect for and remove or break up accumulated
solids in filter strips around feed storage as needed.
Animal Holding Accumulation of animal
Eliminate low area that trap moisture along fences
Areas wastes and feed wastage
and other locations where waste accumulates and
disturbance by animals is minimal.
Maintain fence rows and filter strips around animal
holding areas to minimize accumulations of wastes
(i.e. inspect for and remove or break up accumulated
solids as needed).
MIC — November 11. 1996
10

Dry Manure Handling Accumulations of animal Remove spillage on a routine basIs (e.g. 7.10 day
Systems wastes interval during summer; 15-30 days interval during
winter) where manure is loaded for land application
or disposal.
Provide for adequate drainage around manure stockpiles
Inspect for and remove or break up accumulated wastes
In filter strips around stockpiles and manure handling
areas as needed,
The issues checked ( ) pertain to this operation. The landowner / integrator agrees to use
sound judgment in applying insect control measures as practical.
I certify the aforementioned insect control Best Management Practices have been
reviewed with me.
(Landoefner Signature)
For more information contact the Cooperative Extension Service, Department of Entomology, Box
7613. North Carolina State University, Raleigh. NG 27695-7613.
AMIC —November 11, 1996
I I

Swine Farm Waste Management — Odor Control Checklist PermitNo.:
Da
INSTRUCTIONS FOR USE Owner Signature:
4 Odor Control Checklist is required by General Statute 143�21SADC(e)ifl
• Check any/all the BMPs you will implement on this facility. Items checked/selected become a requirement of the CAWMP.
• Items in bold or pre -selected are required,
• Add any 5ite-specific details related to the selected 8MPs
• Include any other odor control measures not listed
• NOTE: Not all BMPs may be cost-effective for every facility. Evaluate each BMP prior to selecting for your facility.
cause/source BMP Option to Minimize Odor Comments Site Specific Practices
FARMSTEAD
0 Swine Production El Maintain vegetative or wooded buffers at or
near property boundary
+ Improper drainage Grade and landscape so water drains away
from facilities and prevent ponding
L1 Maintain farm access roads and prevent traffic
in waste application area
[j Other BMPs — please describe
MORTALITY MANAGEMENT
+ Carcass 0 Dispose of mortality using method approved
Decomposition by NCDA&CS State Veterinarian. Manage
According to CAWMP (Mortality Management
Checklist) and permit(s).
El Put carcasses in refrigerated (or freezer) dead
boxes within 24 hours for short-term mortality
storage.
4 Incomplete Incineration E) Use Incinerators with secondary burners for
complete com bustion.
Other BMPs — please describe
• Traps dust and gases, provides dilution
and visual screening
• May require third party input/approval
• Reduce odors and vectors that occur
with stagnant conditions
• Prevents spillage during transport and
tracking of waste onto public roads
• Required by statute and permit
• May require third party input/approval
- Reduce odors by complete incineration
Swine AMOC Page 1 of 6 APPROVED — 7125/2019

Swine Farm Waste Management — Odor Control Checklist
Pernil
Cause/Source BMIP Option to Minimize Odor Comments Site Specific Practices
HOUSE / BARN — WASTE HANDLING
* Flush tanks
E-) Install flush tank covers
* Odorous Gases
E] Flush pits at least 4 times per day
* Partial microbial
E] Empty pits at least once every 7 days
decomposition
E] Underfloor flush with pit ventilation
* Agitation of wastes
Install/extend fill lines to near bottom of
tanks with anti -siphon vents
EJ Install covers on outside waste collection or
junction box
Install sump tank covers for lift stations
+ Ammonia
0 Flush/recharge with treated effluent
EJ Treat waste in pits with proven biological or
chemical additive
E] Other BMPs — please describe
HOUSE / BARN — FLOOR AND INDOOR SURFACES
+ Manure covered floors Scrape manure from alleys into pens daily
Install fully slotted floor system
Install waterers over slotted floor area
EJ Install feeders at high end of solid floors
* Odorous Gases EJ Scrape manure buildup from floors and walls
[:] Keep floors dry
EJ Install underfloor ventilation for drying
E] Replace bedding/scrape at frequency to
keep bedding dry
E] Other BMPs — please describe
• Pit -flush systems
• Pit -flush systems
• Pit -recharge or "PUII-PlUg" Systems
- Monitor for any solids accumulation in pit
- Will move with other manure via pits
• Where applicable
• Aids in animal cleanliness
• Aids in animal cleanliness
- Solid floof/bedding systems
Swine AMOC Page 2 of 6 APPROVED — 7/25/2019

Swine Farm Waste Management — Odor Control Checklist
Permit No.: 'Y\ _\ %
Cause/Source BMP Option to Minimize Odor Comments Site Specific Practices
HOUSE / BARN -VENTILATION
• Dust E] Clean fans regularly- specify frequency
• Volatile/odorous gases E] Efficient air movement
Ej Install temperature and humidity sensors to
control ventilation
Ej Treat barn exhaust - Examples: biofifters, wet scrubbing, windbreaks
- May reduce ventilation rate depending on method
0 Other BMI)s - please describe
HOUSE / BARN - FEED
• Dust D Install feed covers
• Adsorbed Gases 2 Keep outdoor feed storage covered except
Required by rule 15A NCAC 021). 1802
When necessary to add/remove feed
E] Minimize free -fall height of dry feed
Ej Install feed delivery downspout extenders
to the feed covers
E] Remove spoiled/unusable feed on regular basis
E] Feed pellets instead of dry meal
- May require third party input/approval
E] Use feed additives
- May require third party input/approval
• Ammonia E] Use feed -reduced crude protein diet
- May require third party input/approval
E] Other BMPs - please describe
HOUSE / BARN - GENERAL
• Dust E] Install temperature and humidity sensors - Maintain relative humidity at 40 to 65%
• Odorous Gases to control ventilation
Use ultraviolet light to treat indoor air
Use indoor or outdoor electrostatic space - Can be used to treat exhaust air
charge system
Other BMPs - please describe
Swine AMOC Page 3 of 6 APPROVED - 7/25/2019

Swine Farm Waste Management — Odor Control Checklist
Permit No.: -n — N %
Cause/Source BMP Option to Minimize Odor Comments Site Specific Practices
LAGOON / WASTE STORAGE STRUCTURE
* Volatile Gases 23 Maintain proper lagoon volume
E] Minimize free -fall height of waste from
discharge pipe to lagoon surface
El Extend discharge point of pipe to below lagoon
liquid level
Ej Maintain proper surface area -to -volume ratio
[-] Use correct lagoon start-up procedures
n Aerate for odor control
[D Manage sludge levels based on annual sludge
survey as required by permit
El Keep spilled feed or foreign debris out of lagoon
to prevent excess sludge accumulation
E] Install/use solids separation system
Ej Use proven biological or chemical additives
Ej Use permeable lagoon covers (not a digester)
Ej Use impermeable lagoon cover or
anaerobic digester
Ej Other BMPs — please describe
LAND APPLICATION
4 Odorous gases
E] Perform land application in accordance with
CAWMP
4 Wind drift
Z Pump intake near lagoon surface
Ej Pump from second stage lagoon
[-] Follow good neighbor policy
El Operate at minimum recommended pressure
E] Increase setbacks beyond those required by
statute, rule, or permit
Swine AMOC
Sufficient liquid volume/depth is required
for proper anaerobic treatment
- Use caution not to scour or damage lagoon liner
- Monitor for any increase in rate of solids accumulation
Methane can be flared if not utilized
* Required by rule 15A NCAC 02D.1802
Avoid application on known weekends,
special days, or holidays/eves if possible
Page 4 of 6
APPROVED — 7/25/2019

Swine Farm Waste Management — Odor Control Checklist
PermitNo.:
Cause/Source BMP Option to Minimize Odor Comments Site Specific Practices
LAND APPLICATION (CONTINUED)
Apply during favorable wind conditions,
(especially for traveling guns or impact
sprinklers)
EJ When practical, apply waste on sunny days
rather than cool, overcast days
0 When possible, apply waste mid -morning to
late -afternoon
EJ For traveling guns, use taper -ring or tapef-bore
nozzles
E] For traveling guns, use largest -available nozzle
that provides acceptable application uniformity
Replace impact sprinklers with low -drift nozzles
on center pivots and linear move systems.
Use hose -drag system
E] Use injection method for waste application
E] Other BMPs — please describe
SLUDGE DISPOSAL
4 Odorous gases Transport sludge in covered vehicles or tankers
Apply in thin, uniform layers
EJ Incorporate land -applied sludge as soon as
practical after application, and in accordance
with permit.
D Use injection method for sludge application
E] Dewater sludge prior to application
E] Use alternatives to land application, such as
compost, gasification, energy generation, etc.
E] Other BMPs — please describe
• Recommend checking predicted average hourly
wind speed within 24 hours prior to
anticipated start
• Allows for vertical dissipation of odor
- Allows for better vertical dissipation of odor
- Less odor and drift than fing nozzles
• Speeds drying and prevents ponding
• Required within 48 hours or prior to next rain event,
whichever is first, for conventionally tilled
bare soils
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ADDITIONAL INFORMATION
Air Management Practices Assessment Tool (AMPAT)
AHG-538-A Certification Training for Animal Waste Management Systems: Type A
EBAE 103-83 — Lagoon Design and Management for Livestock Manure Treatment and Storage
EBAE 128-88 — Swine Production Facility Manure Management: Pit Recharge -Lagoon Treatment
EBAE 129-88 — Swine Production Facility Manure Management: Underfloor Flush -Lagoon Treatment
EBAE Fact Sheet — Calibration of Manure and Wastewater Application Equipment
EBAE Fact Sheet — Swine Production Farm Potential Odor Sources and Remedies
NC NRCS Standard 359 — Waste Treatment Lagoon
NC NRCS Standard 380 — Windbreak/Shelterbelt Establishment
NC NRCS Standard 422 — Hedgerow Planting
NC NRCS Standard 442 — Sprinkler System
Nuisance Concerns in Animal Manure Management: Odors and Flies; PRO107 1995 Conference Proceedings
Options for Managing Odor: A Report from the Swine Odor Task Force
AVAILABLE FROM:
www.extension.iastate.edu/ampat/
NC Division of Water Resources
www.bae.ncsu.edu
www.bae.ncsu,edu
www.bae.ncsu.edu
www.bae.ncsu.edu
www.bae.ncsu.edu
www.nrcs.udsa.gov
www.nrcs.udsa.gov
www.nrcs.udsa.gov
www.nrcs.udsa.gov
Florida Cooperative Extension Service
NC State University
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