520073_Application - NPDES to State_20240717

To whom it may concern.
We, Kevin and Keith Mills, owners of Triple K Farms 2 (520073). We are requesting to be
moved to the general permit. We have only had two violations, one in 2015 and a high
freeboard in 2021, after a chronic heavy rain.
Thank you,
Kevin Mills y�
Keith Mills `

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Animal Feeding Operations Permit Application Form
(THIS FORMMAYBE PHOTOCOPIED FOR USE AS AN ORIGINAL)
State General Permit - Existing Animal Waste Operations
1. GENERAL INFORMATION:
1.1 Facility name: + J )
1.2 Print Land Owner's name: tee, v, n m L 5 -Gj
1.3 Mailing address: ` ( c� 1r? ►7�(�+
City, State: L Y e C 6�� Zip SS�
Telephone number (include area code): (G ) 1- �t to y C
1.4 Physical address:
City, State: __�` r_q'hU n WC, Zip: -aw �' S
Telephone number (include area code):
1.5 County where facility is located:,- ,C) 1C'
1.6 Facility location (directions from nearest major highway, using SR numbers for state roads):
1.7 Farm Manager's name (if different from Land Owner):
1.8 Lessee's / Integrator's name (if applicable; circle which type is listed): �t+\n `e— I G
1.9 Facility's original start-up date: �0 Date(s) of facility expansion(s) (if applicable):
2. OPERATION INFORMATION:
2.1 Facility number:``-�j (3
2.2 Operation Description:
Please enter the Design Capacity of the system. The "No. of Animals" should be the maximum number for which the waste
management structures were designed.
Type of Swine No. of Animals Type of Poultry No. of Animals Tyne of Cattle No. of Animals
❑ Wean to Feeder r�
19 Feeder to Finish JS��
❑ Farrow to Wean (# sow)
❑ Farrow to Feeder (# sow)
❑ Farrow to Finish (# sow)
❑ Wean to Finish (# sow)
❑ Gilts
❑ Boar/Stud
❑ Other Type of Livestock on the farm:
❑ Layer
❑ Beef Brood Cow
❑ Non -Layer
❑ Beef Feeder
❑ Turkey
❑ Beef Stocker Calf
❑ Turkey Poults
❑ Dairy Calf
❑ Dairy Heifer
❑ Dry Cow
❑ Milk Cow
No. of Animals:
FORM: AWO-STATE-G-E 10/31/18 Page 1 of 5

2.3 Acreage cleared and available for application (excluding all required buffers and areas not covered by the application
system)-LtRRequired Acreage (as listed in the CAWMP):'Us
2.4 Number of lagoons: Total Capacity (cubic feet)7QwDRequired Capacity (cubic feet)? / b46
Number of Storage Ponds: Total Capacity (cubic feet): Required Capacity (cubic feet):
2.5 Are subsurface drains present within 100' of any of the application fields? YES or NO (circle one)
2.6 Are subsurface drains present in the vicinity or under the waste management system? YES or NO (circle one)
2.7 Does this facility meet all applicable siting requirements? YES or NO (circle one)
3. REQUIRED ITEMS CHECKLIST:
Please indicate that you have included the following required items by signing your initials in the space provided next to each
item.
Applicants Initials
3.1 One completed and signed original and two copies of the application for State General Permit -
Animal Waste Operations;
3.2 Three copies of a general location map indicating the location of the animal waste facilities and
field locations where animal waste is land applied and a county road map with the location of the / (1
facility indicated;
3.3 Three copies of the entire Certified Animal Waste Management Plan (CAWMP). If the facility
does not have a CAWMP, it must be completed prior to submittal of a permit application for
animal waste operations.
The CAWMP must include the following components. Soine of these components may not have been required at the time
the facility was certified but should be added to the CA9W for permitting purposes:
3.3.1 The Waste Utilization Plan (WUP) must include the amount of Plant Available Nitrogen (PAN) produced and
utilized by the facility
3.3.2 The method by which waste is applied to the disposal fields (e.g. irrigation, injection, etc.)
3.3.3 A map of every field used for land application
3.3.4 The soil series present on every land application field
3.3.5 The crops grown on every land application field
3.3.6 The Realistic Yield Expectation (RYE) for every crop shown in the WUP
3.3.7 The PAN applied to every land application field
3.3.8 The waste application windows for every crop utilized in the WUP
3.3.9 The required NRCS Standard specifications
3.3.10 A site schematic
3.3.11 Emergency Action Plan
3.3.12 Insect Control Checklist with chosen best management practices noted
3.3.13 Odor Control Checklist with chosen best management practices noted
3.3.14 Mortality Control Checklist with the selected method noted
3.3.15 Lagoon/storage pond capacity documentation (design, calculations, etc.); please be sure to include any site
evaluations, wetland determinations, or hazard classifications that may be applicable to your facility
3.3.16 Operation and Maintenance Plan
If your CAWMP includes any components not shown on this list, please include the additional components with your
submittal. (Composting, waste transfers, etc.)
FORM: AWO-STATE-G-E 10/31/18 Page 2 of 5

4. APPLICANT'S CERTIFIrAk
TION:
`p
� , t `1 `J g I ' (Land Owner's name listed in question 1.2), attest that
this application for V i nI Q IL- +} Gc r in -Ll- (Facility name listed hi question 1.1)
has been reviewed by me and Is accurate and complete to the best of my knowledge. I understand that if all required parts of this
application are not completed and that if all required supporting information and attachments are not included, this application package
will be returned to me as incomplete. 7 S ?�
Signature K� k/
—& Date I 'J o
5. MANAGER'S CERTIFICATION: (complete only if different from the Land Owner)
I,
(Manager's name listed in question 1.6), attest that this
application for (Facility name listed in question 1.1)
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required parts of this
application are not completed and that if all required supporting information and attachments are not included, this application package
will be returned as incomplete.
Signature
Date
THE COMPLETED APPLICATION PACKAGE, INCLUDING ALL SUPPORTING INFORMATION, MATERIALS, AND ANY
DESCRIPTION OF THE FACILITY OR MODIFICATIONS SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DIVISION OF WATER RESOURCES
ANIMAL FEEDING OPERATIONS & GROUNDWATER PROTECTION SECTION
ANIMAL FEEDING OPERATIONS PROGRAM
1636 MAIL SERVICE CENTER
RALEIGH, NORTH CAROLINA 27699-1636
TELEPHONE NUMBER: [phone]
FAX NUMBER: [phone]
FORM: AWO-STATE-G-E 10/31/18 Page 3 of 5

6. SURFACE WATER CLASSiFICATION:
iris form must be completed by the appropriate DWR regional office and included as a part of the
project submittal information.
iNSTRUCTif.NvS TO NC PROFESSIONALS:
file classification of the downslope surface waters (the surface waters that any overflow from the facility would flow toward) in
which this animal waste management system will be operated must be deterntined by the appropriate DWR regional office.
I`herelore, you are required. prior to suhmitUl of the application package, to submit this form. with items 1 through 6
completed. to the appmpriate Division of Water itcstm n' Water Quality Regional Operations Supervisor (Sec: page 6 of 10).
At a minitntan. you must include an 8.5" by I I" copy of the portion of a , 5 minute tlSGS Topographic Map which shows the
location of this animal wash: application system and lute downslope surface waters in which they will be located. Identify the
closest downslope surface waters on the attached map copy. Once the regional office has completed the classification,
reincorporate this completed page and the topographic map into the complete application form and submit the
application package-
6.1 Fantt Nano:: Triple K Farm
6.2 Name & complete address of engineering Finn:
Telephone number: ( )
6.3 Name of closest downslope surface waters: -` �'�%�Yt Y o )
6A County(ges) where the animal watne managemesy nt stem and ratttace asters cue loc:at,:d `- kcC _3
6.5 Map name curd date: 5 = C �_ L'_ - &C. (11—''> r. c C c J-)-47 t }� t�, n 3.:)r i ct
6.6 NC Prof'essional's Seal (It'appropriate), Signature, and Dale:
TO: REGIONAL W(jW0S SUPFRVM- R
Please provide me w ith the classification of the watcnhed where this animal waste management laci}ii<• will he- or has beer
constnicted or field located. as identified tin the attached map segment(s):
Name of surface waters:
Classification (as established by the Frivironrrterttal Management Commis-sion): k__-)
Proposcdclassification, it'applicable: t>auswed by .__-_-_---
Signature of regional oflice perxmnel: Al Daze: 7/16/2024
-- 4
(All attaclunenls must he signed) `�asd:tttt iota..'
I-0101: AWO-S ATE:-G-E' 10/31/18 Page 4 of 5

DIVISION OF WATER RESOURCES REGIONAL OFFICES (10/2018)
Asheville Regional WQROS Supervisor Washington Regional WQROS Supervisor Raleigh Regional WQROS Supervisor
2090 U.S. Highway 70
943 Washington Square Mall
1628 Mail Service Center
Swannanoa, NC 28778
Washington, NC 27889
Raleigh, NC 27699-1628
[phone]
[phone]
[phone]
Fax [phone]
Fax [phone]
Fax [phone]
Avery Macon
Beaufort Jones
Chatham Nash
Buncombe Madison
Bertie Lenoir
Durham Northampton
Burke McDowell
Camden Martin
Edgecombe Orange
Caldwell Mitchell
Chowan Pamlico
Franklin Person
Cherokee Polk
Craven Pasquotank
Granville Vance
Clay Rutherford
Currituck Perquimans
Halifax Wake
Graham Swain
Dare Pitt
Johnston Warren
Haywood Transylvania
Gates Tyrell
Lee Wilson
Henderson Yancey
Greene Washington
Jackson
Hertford Wayne
Hyde
Fayetteville Regional WQROS Supervisor Mooresville Regional WQROS Supervisor
Wilmington Region WQROS Supervisor
225 Green Street, Suite 714
610 East Center Avenue, Suite 100
127 Cardinal Drive Extension
Fayetteville, NC 28301-5094
Mooresville, NC 28115
Wilmington, NC 28405-3845
[phone]
[phone]
[phone]
Fax [phone]
Fax [phone]
Fax [phone]
Anson Moore
Alexander Lincoln
Brunswick New Hanover
Bladen Richmond
Cabarrus Mecklenburg
Carteret Onslow
Cumberland Robeson
Catawba Rowan
Columbus Pender
Harnett Sampson
Cleveland Stanly
Duplin
Hoke Scotland
Gaston Union
Montgomery
Iredell
Winston-Salem Regional WQROS Supervisor
450 Hanes Mill Road, Suite 300
Winston-Salem, NC 27105
Phone [phone]
Fax [phone]
Alamance
Rockingham
Alleghany
Randolph
Ashe
Stokes
Caswell
Surry
Davidson
Watauga
Davie
Wilkes
Forsyth
Yadkin
Guilford
FORM: AWO-STATE-G-E 10/31/18 Page 5 of 5

NailFAeit ii j �211�' geTj j eeT t F Ro.Tnj is ©,,(- .Twi mifil-l11 INas-Il;e, U �1l1AT�z i ;ioIi1
This plan has been prepared for:
Triple K Farms 2
Kevin & Keith Ifills
1365 Spann Rd
Trenton, NC 28585
252-448-5066
0vm20rn201u
This plan has been developed by:
Eve H. Honeycutt
N C Cooperative Extension
Lenoir County Center
1791 Hwy 11155
Kinston, NC 28504
252-527-2191
M y,
Type of Plan: Nitrogen Only with Manure Only
Owner/Manager/Producer Agreement
f (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 garm named above. 1 nave read aind u. rderstand the
Required Specifications conce;m ning mairaaal ivaste manageMraent that are with
tlds plan.
Signature (owner) 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: Z
ecbn � �is ignat r Date
351666 Database Version 4.1 Date Printed: 03-20-2013 Cover Page 1

Nutrients applied in accordance with this plan will be supplied from the
following source(s):
Commercial Fertilizer is not included in this plan.
S7
Swine Feeder -Finish Lagoon Liquid waste generated 3,263,040 gals/year by a 3,520
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
5882
Incorporated
7058
Injected
7058
Irrigated
5882
Max. Avail.
PAN (1 bs) *
Actua] PAN
Applied (I bs)
PAN Surplus/
Deficit (lbs)
Actual Volume
Applied (Gallons)
Volume Surplus/
Deficit (Gallons)
Year 1
5,882
10145
-4,263
5,628,318
-2,365,278
Year 2
5,882
14822
-8,940
8,222,864
-4,959,824
Year
5,882
8490
-2,608
4,659,158
-1,396,118
Note: In source ID, S means standard source, U means user defined source.
* Max. Available PAN is calculated on the basis of the actual application ►nethod(s) identified in the plan for this source.
351666 Database Version 4,1 Date Printed: 08-20-2018 Source Page I of 1

The table shown below provides a summary ofthe crops or rotations included in this plan for each field. Realistic
Yield estimates are also provided for each crop in the plan. In addition, the Leaching Index for each field is shown,
where avai lab le.
Planned Crops Summary
Tract
Field
Total
Acres
Useable
Acres
Leaching
Index (LI)
Soil Series
Crop Sequence
RYE
9227 1 —
1 `
1,91I_
1,91r
—LO
.Leaf _
Cotton
675 lbs.
Corn, Grain
� 1
105 bu.�
Wheat, Grain
50 bu.
�--------I
9227
I 10
1.0
Nahu
Soybeans, Manured, Double Crop
Cattail Cotto
32 bu.�
3001bs.
3.76
f`----
0.00
--
--
Corn, Grain
125 bu.
Wheat, Grain
60 bu.
Soybeans, Manured, Double Crop
38 bu.
9227
i 12
5.30
5.30
LO
Nahunta
Cotton
8001bs.
Corti, Grain
125 bu.
Wheat, Grain
60 bu.
Soybeans, Manured, Double Crop
38 bu.
[:9227
l3
3.63
3.63
N/A
Leaf
Corn, Grain
105 bu.
Wheat, Grain
50 bu.
Soybeans, Manured, Double Crop
32 bu.
Cotton
675 lbs.
9227
14
5.331
5.38
1.0
Nahunta
Cotton
Corn, Grain
Wheat, Grain
300lbs.�
125 bu.
60 bu. j
Soybeans, Manured, Double Crop
38 bu.
9227
15
3,65
3.65
N/A
Led'
Corn, Grain
105 bu.
Wheat, Grain
Soybeans, Manured, Double Crop
Cotton
A675
9227
16
3.72
3.72
N/A Leaf
Corn, Grain
Wheal Grain
50 bu.l
Soybeans, Manured, Double Crop
32 bu,
Cotton
675 lbs.
9227 1
17
3.91
3.91
N/A Leaf
Corn, Grain
105 bu l
Wheat, Grain
50 bu,
Soybeans,
Manured, Double Crop
32 bu.
(I
Cotton
11
675 lbs.,
351666 Database Version 4.1 Date Printed 8/20/2018
NOTE: Symbol -' means user entered data.
PCS Page I of 3

Planned Crops Summal y
r
— Tract
9227
i
f
9227
Total Useable
Field Acres Acres
18 4.321 4.32
19 5,04 5.04
Leaching
Index (LI) Soil Series
11/n Leaf
N/A Leaf
Crop Sequence
Corn, Grain
Wheal, Grain
Soybeans, Manured, Double Crop
Cotton
Corn, Grain
RYE
__ —
I 105 bu.l
50 bu]
32 (nd
I 675 Ills.
105 bu.
Wheal, Grain
50 bu.
Soybeans, Manured, Double Crop
32 bu.
9227
2 ( 2.13 2,13
1.0 ILeaf
Cotton
(Cotton
, 675lbs.j
I 675 Ills
i
Corn, Grain
105 bu.
Wheat; Grain
50 bu,
II
Soybeans, Manured, Double Crop
32 till.
9227 1
9227
9227
f.. ---
20 31 1 3. I 1 I.0 Lcaf
21 _I 3.1 I -_ 3.1 t� 1.0 1f cif
3 1,93 1.93 1.0 ILeaf
-- -
Hybrid Bcnttudagrass Pasture
(Hybrid Bernmd tgrass Pasture --I
Colton -- -
—I�—
Corn, Grain
3.5 Tons
3.5 Tons]
675 IllsI
V
J 05 bu.
�I
I
Wheat, Grain
50 till.
-
_
Soybeans, Manured, Double Crop
32 bu,
9227
4 2.04 2.04
1.0 ILeaf
I
Cotton I
Corn, Grain
Wheat, Grain
6751bs.1
105 bu.
50 bu.l
Soybeans, Manured, Double Crop
32 bu
Ij 9227
5 5.33 5.33
1.0 Leaf _
Cotton
6751bs.
Corn, Grain
105 bu..i
Wheat, Grain
50 bu.
Soybeans, Manured, DoubJe Crop
32 bu,
9227
-
6 5.70 5.70
Lo Leaf
Canon
675 lbs.
Corn, Grain
105 bu.l
Wheat, Grain
50 bu.I
Soybeans, Manured; Double Crop
32 bu.
ffff 9227
7 5.70 5.70
1.0 Lenoir
Cotton
_
Corn, Grain
If
700 Jbs.i
110 till
I
IWheat,
Grain
I
50 bu..
l
Soybeans. Manured, Double Crop
32 bu.
9227
8 5.58 0.001.0
Lenoir
Corn, Grain
Wheat; Grain
J 10 bu.
50 bu.
NOTE: Symbol * means user entered data.
PCS Page 2 of 3

Planned Crops Summary
Tract
Field
Total
Acres
Useable
Acres
Leaching
Index (LI)
Soil Series
Crop Sequence
RYE
Soybeans, Manured, Double Crop
32 bu.
Cotton
700 lbs.
9227
9
2.85
0.00
1.0
Nahunta
Corn, Grain
125 bu.
Wheat, Grain
60 bu.
Soybeans, Manured, Double Crop
38 bu.
Colton
800 Ibs.
9227
CPI
23.40
23.401
10.0
Leaf
Corn, Grain
105 bu.
Wheat, Grain
50 bu.
Soybeans, Mantrred, Double Crop
32 bu.
Cotton
675 Ibs.
t'LAIN Il11ALJ: rul.:)u a9.jl
LI
I Potential Leaching
Technical Guidance
2
Low potential to contribute to soluble
None
nutrient leaching below the root zone.
>= 2 &
Moderate potential to contribute to
Nutrient Management (590) should be planned.
<= 10
soluble nutrient leaching below the root
zone.
High potential to contribute to soluble
Nutrient Management (590) should be planned. Other- conservation practices that improve
nutrient leaching below the root zone.
the soils available water holding capacity and improve nutrient use efficient} should be
> 10
considered. Examples are Cover Crops (340) to scavenge nutrients, Sod -Based Rotations
(328), Long -Term No -Till (778), and edge -of -field practices such as Filter Strips (393) and
Riparian Forest Buffers (391).
351666 Database Version 4.1 Date Printed 8/20/2018
NOTE: Symbol * means user entered data.
PCS Page 3 of 3

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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)
9227
1
Leaf
0.35
1.0
9227
10
Nahunta
0,40
1.0
9227
12
Nahunta
0.40
1.0
9227
13
Leaf
0,35
1.0
9227
14
Nahunta
0.40
1.0
9227
15
Leaf
0.35
1.0
9227
16
Leaf
0.35
1.0
9227
17
Leaf
0.35
1.0
9227
18
Leaf
0.35
1.0
9227
19
Leaf
0.35
1.0
9227
2
Leaf
0.35
1.0
9227
20
Leaf
0.35
1.0
9227
21
Leaf
0.35
1.0
9227
3
Leaf
0.35
1.0
9227
4
Leaf
0.35
1.0
9227
5
Leaf
0.35
1.0
9227
6
Leaf
0.35
1.0
9227
7
Lenoir
035
1.0
9227
8
Lenoir
0.35
1.0
9227
9
Nahunta
0.40
1.0
9227
CP1
Leaf
0.35
1.0
351666 Database Version 4.1 Date Printed 8/20/2018 IAF Page 1 of 1
NOTE: Symbol * means user entered data.

The following Lagoon Sludge Nitrogen Utilization table provides an estimate of the number of acres needed for
sludge utilization for the indicated accumulation period. These estimates are based on average nitrogen
concentrations for each source, the number of animals in the facility and the plant available nitrogen application
rates shown in the second column.
Lagoon sludge contains nutrients and organic matter remaining after treatment and application of the effluent. At
clean out, this material must be utilized for crop production and applied at agronomic rates. In most cases, the
priority nutrient is nitrogen but other nutrients including phosphorous, copper and zinc can also be limiting. Since
nutrient levels are generally very high, application of sludge must be carefully applied.
Sites must first be evaluated for their suitability for sludge application. Ideally, effluent spray fields should not be
used for sludge application. If this is not possible, care should be taken not to load effluent application fields with
high amounts of copper and zinc so that additional effluent cannot be applied. On sites vulnerable to surface water
moving to streams and lakes, phosphorous is a concern. Soils containing very high phosphorous levels may also
be a concern.
Lagoon Sludge Nitrogen Utilization Table
Crop
Maximum
PA-N Rate
lb/ac
Maximum Sludge
Application Rate
1000 gal/ac
Minimum Acres
5 Years Accumulation
Minimum Acres
10 Years Accumulation
Minimum Acres
15 Years Accumulation
Swine Feeder -Finish Lagoon Sludge - Standard
Corn 120 bu
150
14.69
39.54
79.08
118.62
Hay 6 ton R.Y.E.
300
29.38
19.77
39.54
59.31
Soybean 40 bu
160
15,67
37.07
74,14
111.21
351666 Database Version 4.1 Date Printed: 08-20-2018 Sludge Page 1 of I

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 thatthe plan calls for the application of nutrients that have not yet accumulated.
If available storage capacity is negative, the estimated volume of accumulated waste exceeds the design
storage volume of the structure. Either of these situations indicates that the planned application interval
in the waste utilization plan is inconsistent with the structure's temporary storage capacity.
Available Waste Storage Cariacitv
Source Name
I Swine Feeder Finish Lagoon Liquid
Design Storage Capacity (Days)
Start Date
9/1
180
Plan Year
Month
Available Storage Capacity (Days)'
1
1
28
1
2
180
1
3
180
1
4
180
1
5
180
1
6
180
1
7
180
1
8
149
1
9
180
1
10
149
1
11
119
1
12
88
2
1
180
2
2
180
2
3
180
2
4
180
2
5
180
2
6
180
2
7
158
2
8
127
2
9
180
2
10
149
2
11
119
2
12
88
3
1
162
3
2
134
351666 Database Version 4.1 Date Printed; 08-20-2018 Capacity Page I of 2

Available Waste Storage Ca acit
Source Name
ISwine Feeder -Finish Lagoon Liquid
Design Storage Capacity (Days)
Start Date
9/1
180
Plan Year
Month
Available Storage Capacity (Days)
3
3
180
3
4
180
3
5
158
3
6
137
3
7
115
3
8
84
3
9
54
3
10
23
3
11
-7
3
12
-38
* Available Storage Capacity is calculated as of the end of each month.
351666 Database Version 4.1 Date Printed: 08-20-2018 Capacity Pase 2 of 2

Required Specifications For Animal Waste Mannement
1 . A, i1f�Bfii7aJI'waste shn.H nldDt reaci(il surface on tine state rby TrunoA"f, d illt,
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, MRCS 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).
351666 Database Version U Date Printed; 8/20/2018 Specification Pan I

7. Liquid waste shall be applied at rates not to exceed the soil infiltration
rate such that runoff does not occur offsite or to surface waters and in a
method which does not cause drift from the site during application. No
ponding should occur- in order to control odor and flies.
S. Animal waste shall not be applied to saturated soils, during rainfall
events, or when the soil surface is frozen.
9. Animal waste shall be applied on actively growing crops in such a manner
that the crop is not covered with waste to a depth that would inhibit
growth. The potential for saltdamage from animal waste should also be
conside,i-ed.
10. Nutrients from waste shall not be applied in fall orwinter 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 close- that 25 feet to perreIn, nial yyateT.
12. Animal waste siha l notbe applied closes. than 100 , et 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.
351666 Database Version 4.1 Date Printed: 8/20/2018 Specification Page 2

15. Animal waste shall not be discharged into surface waters, drainageways,
or wetlands by a discharge or by over -spraying. Animal waste may be
applied to prior converted cropland provided the fields have been
approved as a land application site by a "technical specialist". Animal
waste shall not be applied on grassed waterways that discharge directly
into water courses, and on other grassed waterways, waste shall be
applied at agronomic rates in a manner that causes no runoff or drift
from the site.
16. Domestic and industrial waste from washdown facilities, showers, toilets,
sinks, etc., shall not be discharged into the animal waste management
system.
17. A protective cover of appropriate vegetation will be established on all
disturbed areas (lagoon embankments, berms, pipe runs, etc.). Areas
shall be fenced, as necessary, to protect the vegetation. Vegetation such as
trees, shrubs, and other woody species, etc., are limited to areas where
considered appropriate. Lagoon areas should be kept mowed and
accessible. Berms and structures should be inspected regularly for
evidence of erosion, leakage, or discharge.
18. If animal production at the facility is to be suspended or terminated, the
owner is responsible for obtaining and implementing a "closure plan"
which will eliminate the possibility of an illegal discharge, pollution, and
erosion.
19. Waste handling structures, piping, pumps, reels, etc., should be inspected
on a regular basis to prevent breakdowns, leaks, and spills. A regular
maintenance checklist should be kept on site.
20. Animal waste can be used in a rotation that includes vegetables and other
crops for direct human consumption. However, if animal waste is used on
crops for direct human consumption, it should only be applied pre -plant
with no further applications of animal waste during the crop season.
21. Highly visible markers shall be installed to mark the top and bottom
elevations of the temporary storage (pumping volume) of all waste
treatment lagoons. Pumping shall be managed to maintain the liquid level
between the markers. A marker will be required to mark the maximum
storage volume for waste storage ponds.
351666 Database Version 4.1 Date Printed: 8/20/2018 Specification Page 3

22. Waste shall be tested within 60 days of utilization and soil shall be tested
at least annually at crop sites where waste products are applied. Nitrogen
shall be the rate -determining nutrient, unless other restrictions require
waste to be applied based on other nutrients, resulting in a lower
application rate than a nitrogen based rate. Zinc and copper levels in the
soils shall be monitored and alternative crop sites shall be used when
these metals approach excessive levels. pH shall be adjusted and
maintained for optimum crop production. Soil and waste analysis
records shall be kept for a minimum of five years. Poultry dry waste
application records shall be maintained for a minimum of three years.
Waste application records for all other waste shall be maintained for five
(5) years.
23. Dead animals will be disposed of in a manner that meets North Carolina
regulations.
351666 Database Version 4.1 Date Printed: 8/20/2018 Specification Page 4

Nutrients applied in accordance with this plan will be supplied from the
following source(s):
Commercial Fertilizer is not included in this plan.
i
Swine Feeder -Finish .Lagoon Liquid waste generated 3,263,040 gals/year by a 3,520
animal Swine Finishing Lagoon Liquid operation. Thus production facility has waste
storage capacities of approximately 180 days.
Estimated Pounds of Plant Available Nitrogen Generated per Year
Broadcast
5882
Incorporated
7058
Injected
7058
Irrigated
5882
Max. Avail.
PAN Obs) d
Actual PAN PAN Surplus/
Applied (hbs) Deficit (lbs)
Actual Volume
I Applied (Gallons)
Volume Surplus/
Deficit (Gallons)
Year 1
5,882
10145 -4,263
5,628,318
-2,365,278
Year 2
5,882
14822 -8,940
8,222,864
-4,959,824
Year
5,882
8490 -2,608
4,659,158
-1,396,118
Note: In source 1D, S means standard source, U means user defined source,
* Max. Available PAN is calculated on the basis of the actual application methods) identified in the plan for this source.
351666 Database Version 4.1 Date Printed: 08-20-2018 Source 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 in the plan. In addition, the Leaching Index for each field is shown,
where available.
Planned Crops Summary
Tract
Field
Total
Acres
Useable
Acres
Leaching
Index (LI)
Soil Series
Crop Sequence
RYE
9227
I
II 191
L�I
—
1.91
1.0
_ _
Leaf
I
Colson
Corn, Grain
Wheat, Grain
6751bs.�
105 bu..i
j0 bu.
Soybeans, Manured, Double Crop
32 bu.l
9227
10
3.76
_ 0.00
1.0
Nahunta
Cotton
800 lbs.
Corn, Grain
125 bu.l
Wheat, Grain
60 bu.
Soybeans; Manured, Double Crop
38 bu.
9227
12
5.30
5.30
1.0
Nahunta
_
Colton
800 N.
Corn, Grain
125 bu
i
Wheat, Grain
60 bu.
i _--
9227
— 13 _
_3.63
3,631
N/A
Leaf
Soybeans, Manured, Double Crop
Com, Grain
38 bu.
105 bu.
Wheat, Grain
50 bu.
i
I
y
Soybeans. Manured, Double Crop
Cotlon
32 bu.j
675 Ibsj
9227
14
5.38
5.39
1.0 Nahunta
Cotton
80016s.'
{
Corn, Grain
125 bu
i
I
Wheat, Gram
CO Ull.
Soybeans, Manured, Double Crop
38 bu,
9227
IS
3,65
3.65
N/A Lcar
Corn, Grain
105 bu.
Wheat, Grain
50 buJ
iSoybeans,
Manured, Double Crop
32 bud
Cotton
675 Ibs,
I 9227
16
3.72
3.72
N/A Leaf Corn,
Grain
105 bu.
II
Wheat, Grain
50 bu.
Soybeans,
Manured, Double Crop
32 bu.
Cotton
675 Ibs.
9227
17
3.91
3.91
N/A Leaf Corn,
Grain
105 bu.
Wheat,
Grain
50 bu.
Soybeans,
Manured, Double Crop
32 bu.
Cotton
675 Ibs.
.)-)LOUD Database Version 4, I Date Printed 8/20/2018
NOTE: Symbol x means user entered data.
PCs Page I of 3

Planned Crops Summary
--.- . r...wv ---Jo
NOTE: Symbol * means user entered data. PCS Pa;e 2 of 3

Planned Crops Summary
Total Useable Leaching
Tract Field Acres Acres Index (LI)
9227 1 9
9227 1 CPI
RYE
32 bu.
700 lbs.
125 bu.
60 bu.
38 bu.
800 lbs.
105 bu.
50 bu.
32 bu.
675 lbs.
PLAN TOTALS: 101.50 89.31
LI I Potential Leaching Technical Guidance
Z Low potential to contribute to soluble INone
nutrient leaching below the root zone.
>= 2 & Moderate potential to contribute to Nutrient Management (590) should be planted.
<= 10 soluble nutrient leaching below the root
zone.
High potential to contribute to soluble Nutrient Management (590) should be planned. Other conservation practices that improve
nutrient leaching below the root zone. the soils available water holding capacity and improve nutrient use efficiency should be
> 10 considered. Examples are Cover Crops (340) to scavenge nutrients; Sod -Based Rotations
(328), Long -Term No -fill (778), and edge -of -field practices such as Filter Strips (393) and
Riparian Forest Buffers (391).
1.0
Soil Series Crop Sequence
--dSoybeans; Manured, Double Crop
Cotton
Corn, Grain
Wheat, Grain
Soybeans, Manured, Double Croo
10.0 jLcaf lCorn, Grain
Wheat, Grain
Soybeans, Manured, Double
Cotton
351666 Database Version 4.1 Date Printed 8/20/2018
NOTE: Symbol * means user entered data. PCS Page 3 of 3

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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 maximurn application rate per hour that may be applied to each field selected to
receive wastewater. It also lists the maximum application arnount that each field may receive in any one application
event.
Irrigation Application Factors
Application Rate
Application Amount
Tract
Field
Soil Series
(inches/hour)
(inches)
9227
1
Leaf
0.35
1.0
9227
10
Nahunta
0.40
1.0
9227
12 INahunta
0.40
1.0
9227
13 ILeaf
0.35
1.0
9227
14 INahunta
0.40
1.0
9227
15 Leaf
0.35
1.0
9227
16 Leaf
0.3 5
1.0
9227
17 Leaf
0.35
1.0
9227
18 Leaf
0.35
1.0
9227
19 Leaf
0.35
1.0
9227
2 Leaf
0.35
1.0
9227
20 Leaf
0.35
1.0
9227
21 Leaf
0.35
1 0
9227
3 Leaf
0.35
1.0
9227
4 Leaf
0.35
1.0
9227
5 Leaf
0.35
1.0
9227
6 Leaf
0.35
1.0
9227
7 Lenoir
0.35
1.0
9227
8 Lenoir
0.35
1.0
9227
9 Nahunta
0.40
1.0
9227
CPI Leaf
0.35
1.0
351666 Database Version 4.1 Date Printed 8/20/2018 1AF Page 1 of I
NOTE; Symbol * means user entered data.

The following Lagoon Sludge Nitrogen Utilization table provides an estimate of tile nulnberof acres needed for
sludge utilization for the indicated accumulation period. These estimates are based on average nitrogen
concentrations for each source, the numberofanimaIs in the facility and the plant available nitrogen application
rates shown in the second column.
Lagoon sludge contains nutrients and organic matter remaining after treatmentand 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 fors I udge application. Ideally, effluent spray fields should not be
used for sludge application. If this is not possible, care should be taken not to load effluent application fields with
high amounts of copper and zinc so that additional effluent cannot be applied. On sites vulnerable to surface water
moving to streams and lakes, phosphorous is a concern. Soils containing very high phosphorous levels may also
be a concern.
Lagoon Sludge Nitrogen Utilization Table
Crop
Maximum
PA-N Rate
lb/ac
Maximum Sludge
Application Rate
1000 gal/ac
Minimum Acres
5 Years Accumulation
Minimum Acres
10 Years Accumulation
Minimum Acres
15 Years Accumulation
Swine Feeder -Finish Lagoon Sludge - Standard
Corn 120 bu
150 14.69
39.54
79.08
118.62
LHI,ay6n R.Y.E.
300 29.38
19.77
39.54
-9.340
bu 160 15.67
37.07
74.14
111.21
351666 Database Version 4.1 Date Printed: 08-20-2018 Sludge Page I of I

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 thatthe 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 ternporary storage capacity.
Available Waste Stnmae Cnnnritu
Source Name
Swine Feeder -Finish Lagoon Liquid
Desi n Stora a Capacity (Days)
Start Date
9/1
180
Plan Year
Month
Available Storage Capacity (Days)'
1
1
28
1
2
180
1
3
180
1
4
180
1
5
180
1
6
180
1
7
180
1
8
149
1
9
180
1
10
149
1
11
119
I
12
88
2
1
180
2
2
180
2
3
180
2
4
180
2
5
180
2
6
180
2
7
158
2
8
127
2
9
180
2
10
149
2
11
119
2
12
88
1
162
2
134
351666 Database Version 4.1 Date Printed: 08-20-2018 Capacity Page ] of 2

Available Waste Rtm-nap Cnnaritxr
Source Name
Swine Feeder -Finish Lagoon Liquid
Design Storage Capacity (Days)
Start Date
9/1
180
Plan Year
Month
Available Storage Capacity (Days)
'
180
3
4
180
3
5
158
3
6
137
3
7
115
3
8
84
'9
54
'
10
23
3
11
-7
3
12
-38
Available Storage Capacity is calculated as of the end of each month.
351666 Database Version 4.1 Date Printed: 08-20-2018 Capacity Page 2 of 2

V,eciuired Specifications For Andmi al Waste Ma1nneilrnent
1. nimi al waste shall 11ot I-eaclr sup acr Vv2ter. s OF he state by rmno,lr, 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).
351666 Database Version U Bate Printed: 8/20/2018 Specification Page 1

7. Liquid waste shall be applied at rates not to exceed the soil infiltration
rate such that runoff does not occur offsite or to surface waters and in a
method which does not cause drift from the site during application. No
ponding should occur in order to control odor and flies.
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 daanage fro mi arlilt>rl!al waste should also be
C on s A 61 e Tre 61,
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 R t he applied closer tTnat 25 ieet to ,l;ei,-enr,nial ,ivatea-s.
12. Animal waste shall >not be applied closer flian 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.
351666 Database Version 4.1 Date Printed: 8/20/2018 Specification Page 2

15. Animal waste shall not be discharged into surface waters, drainageways,
or wetlands by a discharge or by over -spraying. Animal waste may be
applied to prior converted cropland provided the fields have been
approved as a land application site by a "technical specialist". Animal
waste shall not be applied on grassed waterways that discharge directly
into water courses, and on other grassed waterways, waste shall be
applied at agronomic rates in a manner that causes no runoff or drift
from the site.
16. Domestic and industrial waste from washdown facilities, showers, toilets,
sinks, etc., shall not be discharged into the animal waste management
system.
17. A protective cover of appropriate vegetation will be established on all
disturbed areas (lagoon embankments, berms, pipe runs, etc.). Areas
shall be fenced, as necessary, to protect the vegetation. Vegetation such as
trees, shrubs, and other woody species, etc., are limited to areas where
considered appropriate. Lagoon areas should be kept mowed and
accessible. Berms and structures should be inspected regularly for
evidence of erosion, leakage, or discharge.
18. If animal production at the facility is to be suspended or terminated, the
owner is responsible for obtaining and implementing a "closure plan"
which will eliminate the possibility of an illegal discharge, pollution, and
erosion.
19. Waste handling structures, piping, pumps, reels, etc., should be inspected
on a regular basis to prevent breakdowns, leaks, and spills. A regular
maintenance checklist should be kept on site.
20. Animal waste can be used in a rotation that includes vegetables and other
crops for direct human consumption. However, if animal waste is used on
crops for direct human consumption, it should only be applied pre -plant
with no further applications of animal waste during the crop season.
21. Highly visible markers shall be installed to mark the top and bottom
elevations of the temporary storage (pumping volume) of all waste
treatment lagoons. Pumping shall be managed to maintain the liquid level
between the markers. A marker will be required to mark the maximum
storage volume for waste storage ponds.
351666 Database Version 4.1 Date Printed: 8/20/2018 Specification Paoe 3

22. Waste shall be tested within 60 days of utilization and soil shall be tested
at least annually at crop sites where waste products are applied. Nitrogen
shall be the rate -determining nutrient, unless other restrictions require
waste to be applied based on other nutrients, resulting in a lower
application rate than a nitrogen based rate. Zinc and copper levels in the
soils shall be monitored and alternative crop sites shall be used when
these metals approach excessive levels. pH shall be adjusted and
maintained for optimum crop production. Soil and waste analysis
records shall be kept for a minimum of five years. Poultry dry waste
application records shall be maintained for a minimum of three years.
Waste application records for all other waste shall be maintained for five
(5) years.
23. Dead animals will be disposed of in a manner that meets North Carolina
regulations.
351666 Database Version 4.1 Date Printed: 8/20/2018 Specification Pale 4

J ;..
344964
Dee
Prfaeedr 07-25.2008 _._.
Cpage l
ovQ

EMERGENCY ACTION PLAN
PHONE NUMBERS
Division of Water Resources (DWR) ,, 5 -d `t Lk 3 '� -0C7
Emergency Management System (EMS) aS a 44 K j u (I --7
Soil and Water Conservation District (SWCD) '2 52 4
Natural Resources Conservation Service (MRCS) 2) R 4'-�
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:
1) Add soil to berm to increase elevation of dam.
2) Pump wastes to fields at an acceptable rate.
3) Stop all flows to the lagoon immediately.
4) Call a pumping contractor.
5) Make sure no surface water is entering lagoon.
b. Runoff from waste application field -actions include:
1) Immediately stop waste application.
2) Create a temporary diversion to contain waste.
3) Incorporate waste to reduce runoff.
4) Evaluate and eliminate the reason(s) that caused the runoff.
5) Evaluate the application rates for the fields where runoff occurred.
c. Leakage from the waste pipes and sprinklers -action include:
1) Stop recycle pump.
2) Stop irrigation pump.
3) Close valves to eliminate further discharge.
4) Repair all leaks prior to restarting pumps.
November 23, 2016

d. Leakage from flush systems, houses, solid separators -action include:
1) Stop recycle pump.
2) Stop irrigation pump.
3) Make sure no siphon occurs.
4) Stop all flows in the house, flush systems, or solid separators.
5) Repair all leaks prior to restarting pumps.
e. Leakage from base or sidewall of lagoon. Often this is seepage as opposed to flowing
leaks- possible action:
1) Dig a small sump or ditch away from the embankment to catch all seepage, put in
a submersible pump, and pump back to lagoon.
2) If holes are caused by burrowing animals, trap or remove animals and fill holes
and compact with a clay type soil.
3) 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?
c. Any damage noted, such as employee injury, fish kills, or property damage?
d. Did the spill leave the property?
e. Does the spill have the potential to reach surface waters?
f. Could a future rain event cause the spill to reach surface waters?
g. Are potable water wells in danger (either on or off of the property)?
h. How much reached surface waters?
3. Contact appropriate agencies.
a. During normal business hours, call your DWR regional office, phone number: CR
4LO 3000 . After hours, emergency number: 1-800-858-0368. Your phone call
should 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: 23,E
44k(k 611 . Instruct EMS to contact local Health Department.
c. Contact the following for advice/technical assistance:
1) Cooperative Extension, phone number: c%')A
2 November 23, 2016

2) local SWCD office, phone number: R,, -'R 4 -"-3( 3 -4 1
3) local NRCS office, phone number: ab A 4 4soZ. 3 -4 1
4. If none of the above works call 911 or the Sheriffs Department and explain your problem
to them and ask that person to contact the proper agencies for you.
5. Contact the contractor of your choice to begin repair of problem to minimize off -site
damage.
a. Contractors Name:
b. Contractors Address:
c. Contractors Phone:
6. Contact the technical specialist who certified the lagoon (MRCS, Consulting Engineer,
etc.)
a. Name: hU(� .�
b. Phone: q,S,R`� `A �
7. Implement procedures as advised by DWR 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.
3 November 23, 2016

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Version —July 20, 2023
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 be at least one foot above the seasonal
high water table. Attach burial location map and plan.
Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B .0200.
U/ Rendering at a rendering plant licensed under G.S. 106-168.7.
0 0 Complete incineration according to 02 NCAC 52C .0102.
A deemed composting system according to 15A NCAC 02T .0113 (a)(12) and the NC
Department of Agriculture & Consumer Services Veterinary Division's Poultry & Swine
Composter Approval Guidelines. If compost is distributed off -farm, additional requirements
must be met and a permit is required from NC DEQ.
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).
a Any method which, in the professional opinion of the State Veterinarian, would make possible
the salvage of part of a dead animal's value without endangering human or animal health.
(Written approval by the State Veterinarian must be attached).
Mass Mortality Plan
Mass mortality plans are required for farms covered by an NPDES permit. These plans are
also recommended for all animal operations. This plan outlines farm -specific mortality man-
agement methods to be used for mass mortality. The NCDA&CS Veterinary Division sup-
ports a variety of emergency mortality disposal options; contact the Division for guidance.
• A catastrophic mortality disposal plan is part of the facility's CAWMP and is activated
when numbers of dead animals exceed normal mortality rates as specified by the State
Veterinarian.
• Burial must be done in accordance with NC General Statutes and NCDA&CS Veterinary
Division regulations and guidance.
• Mass burial sites are subject to additional permit conditions (refer to facility's animal
waste management system permit).
• In the event of imminent threat of a disease emergency, the State Veterinarian may enact
additional temporary procedures or measures for disposal according to G.S. 106-399.4.
Signature of Farm Owner/Manager
Date
11 Z 111QCR�
Signature of Tdthnical Specialist Date

0& 6;�f
gpe ator _ DONALD SMITH
County; JONES
staI'lre to nearest reo i-dence (rather than owner)
1- AVFFAGE: LIVE WEIGHT (ALiro )
Date; 05/ 23/93
1400 - 0 feet
0
sows
(f. awrow to
finish)
y 1417
Abs. -
0
lbs
0
sews
(farrow to
feeder)
:; 522
lbs .
= 0
lb ,
3520
head
(finishing
only)
<'i 135
lb:s.
- 475200
117s
0
sows
( farrow to
wean)
:; 4,33
Ibs .
- 0
lbs,
0
head
(wean to feeder)
'. 30
1
0
1bs,
Describe other .
0
Total Average Live Weight = 475200 lug
2. MINIMUM REQUIRED TREATMENT, VOL•UME OF LAGOON
Volume = 475200 lbs. ALW Y Treatment Volume(CV/Ib, ALW
Treatment Volun►e (CF) /lb . A.LVJ = I CF/ lb . ALW
Volume = 475200 cubic feet
3. STORAGE VOLUME FOR SLUDGE AGCUMULATTON
Volume = 0.0 cubic feet
e . TOTAL DESIGNED VOLUME ��ee�lo,�o�e, IQ,. �,,.rer,�fie,�s ute d C /ors/y
Inside top length (feet)----------------------- 357.0
Inside tap width (feed-.)----------------------- 266.4'�
Top of dike elevation (feet.)------------------- 51.0 � 1k
Bottom of lagoon elevation !feet) ------------ 40,C)'
Freeboard (.feet) ------------------------------ 1.0
Side slopes (inside lagoon) --------- -------- :3.0 ; 1
Total design volume using prismoi dal formula
SIEND1 SS END2 SYSIDE1 SS/SIDE2 ' LENGTH WIDTH DEPTH
3,0 3.0 3.0 3.0 30.0 260.4 10.0
AI?EA OF TOP
LENGTH * WIDTH _
35i0 260.4
AREA OF BOTTOM
LENGTH * WIDTH
?9110 200. &
91400 (AREA OF TOP)
58316 ( AREA OF BOTTOM)
AR11 OF MIDSECTION
LENGTH WIDTH
321.0 230,4 295834 ( AREA OF MIDSECTION 4 )
CU. FT. = [AREA TOP ('1*AREA MIDOEC'•TION) + AnEF BOTTON DEPTH/6
9 400.4 295033..E 5031C.4 1.
Total .De si.gned Volume Available = +42584. CU. FT,

;h.TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (t,.-,p of di.]_c, i
Length * Width =
357.0 266-4 95104.8 square feet
Bi ildings (roof and lot water)
0.0 s,4uare .Feet.
TOTAL DA 95104.6 squ jre f?e.t.
Describe this area.
De -sign tenipo-il try storage period to be 180 days.
1A. VoItbme of 'waste, produced
Sr urine production in.. gal./day per IL35 lb. ALW 1.0i
Volume = 475200 lbs. AL.W/135 lbs . ALW 1.37 gal./day 180 dav:
Volume = 868032 Gals. or 11E047.-1 cubic feet
iBVo utme of wash water
This .;s the amount of fresh water used for washing Floors or volume
of fresh water used for a flush system. Flush .,hems that recirculate
-�.he lagoon water are accounted f:ar in 5A.
Volume - 0.0 gallons/':lay 1.80 days st-orage./7 , 48 ga11on�:
per CF
Volume = 0.0 cubic feet
ram. V,."1l'me Or in rxce.,ss of on
Use of time when rail;.{ :4i l exceeds evi�L>orzii:ion 'by largest zmxio1i11t .
180 days excess rainfall - 7.0 inches
Volume = 7, 0 in * DA / 12 in:lhes Per f oot
Volume = 55477.8 cubic feet:

k
5D . Volume of 25 year - 2.4 hour storns
Volume = 8,0 inches / 12 inches per foot * DA
Volume = 634- 03 , 2 cubic feet
TOTAL REQUIRED TEMPOPAR.Y STORAGE
5A,
:1116047
cl-i'l7ic
'`'grit
C-B.
0
cL;l,.i.c
feet
5C.
55478
cubic
f.edt.
5D,
6?4n'.i
r. ubio
feet
TOTAL
234928
cubi(,
`net
S . SUMMARY
Temporary storage
180
days
Rainfall in excess of a_vaporat .on =----__=====>
7.0
inches
25 year -- 24 'hour Xainf
8,0
inches,
1.0
fc_=t
ide
inside toy?
357.0
feet
Inside top
266.4
feet
Tr.;p of tl.i.ke
51, - 0
ft�et
Bottom of. lagoon
40.0
fe t
Total required voltlma=====__=- =- ---- --_- --__>
7101.28
cv- ft.
ActLial des1 '-17
742584
S-ason.al high watertable elevation (SHWT i ===>
46.7
Let'- t
Stop pumping
47.2
.feel: 'K
Mus.-IC be > . r = to t-ht3 SfIWT
46.7
feet
Must be > or = to .min- req. t7:eatment. el . =7
46.0
fi.et,
Required minimum ltreatmhnt vt>lume=:=-=_,_= _ `= `�
475200
ou. ft.,
Volume at stop pumping elei,,at:L0I1===`===-====>
500780
t-ru- ft,
Start Pumping
11.9 - 3
feet +:
Musit be at bottom of freeboard & 25 yz , rainfa
i1
Actual V!,1.Llnlc? legs 25 l',- 24 Ili. ra111f. 11=='I
679181
;''u. ft.
Volume at tit'—'Irt PUT-n il-.Ig elcV_1tI.Q37===_==_-___:'
679498
c--u. ft..
Required volume to b
E.71525
C-1-1 ft. K
Actual vc,lLune pla.zned to be
7.7871.9
ou. ft.
Min. thickness of sc-iil Ili7;:r when
1.6
feet.
DESIGNED BY: APPROVED BY : 0•
DATE:
DATE - S- Z 3 - 9/r4
wo,n : SEE A'TTACI-iED WASTE ITTI LI ZAT i ON PLAN
(1MMEi+1TS : � /J a� fiLff 4�1 -CQtj a1e'7"ia._ [,! gdDl�o���

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 I 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. Ever`j effort should be made
to n7aintai,: 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 ln,et Pines, Recycling Pipes, and Overflow Wipes -- look for:
1. separation of joints
2. cracks or breaks
3. accumulation of salts or minerals
4. overall condition of pipes
2

Lagoon surface -- look for:
1. undesirable vegetative growth
2. floating or lodged debris
Embankment -- look for:
1. settlement, cracking, or "jug" holes
2. side slope stability -- slumps or bulges
3. wet or damp areas on the back slope
4. erosion due to lack or vegetation or as a result of wave action
5. rodent damage
Larger lagoons may be subject to liner damage due to wave action caused by strong
winds. These waves can erode the lagoon sidewalis, 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 limes daily
are optimum for treatment. Pit recharge systems, in which one or more buildings are
drained and recharged each day, also )Nork 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.