960046_Permit Renewal Application 2019_20190410

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Animal Waste Management Systems
Request for Certification of Coverage
Facility Currently covered by an Expiring Sate Non -Discharge General Permit
On September 30, 2019, the North Carolina State Non -Discharge General Permits for Animal Waste Management Systems will
expire. As required by these permits, facilities that have been issued Certificates of Coverage to operate under these State
Non -Discharge General Permits must apply for renewal at least 180 days prior to their expiration date. Therefore, all applications
must be received by the Division of Water Resources by no later than April 3, 2019.
Please do not leave any question unanswered. Please verify all information and make any necessary corrections below.
Application must be signed and dated by the Permittee.
1. Farm Number: 96-0046 Certificate Of Coverage Number:
2. Facility Name: N & W Pig Farms
3. Landowner's Name (same as on the Waste Management Plan): Julian B Nelms
4. Landowner's Mailing Address: 601 E Main St
City: Fremont State: NC
Telephone Number: 919-242-6327 Ext. E-mail: jnelms4 irliotmail.com
5. Facility's Physical Address: 5909 NC I I I N
City: Fremont State: NC
6. County where Facility is located: Wayne
7. Farm Manager's Name (if different from Landowner):
g. Farm Manager's telephone number (include area code):
9. Integrator's Name (if there is not an Integrator, write "None"):
10. Operator Name (OIC): Julian B. Nelms
11. Lessee's Name (if there is not a Lessee, write "None"):
12. Indicate animal operation type and number:
Current Permit: Operations Type
Swine - Wean to Feeder
Operation Types:
Swine
Cattle
Wean to Finish
Dairy Calf
Wean to Feeder
Dairy Heifer
Farrow to Finish
Milk Cow
Feeder to Finish
Dry Cow
Farrow to Wean
Beef Stocker Calf
Farrow to Feeder
Beef Feeder
Boar/Stud
Beef Broad Cow
Gilts
Other
Other
Maxwell Foods LLC
Phone No.: 919-738-1336
Allowable Count
7,000
AWS960046
Zip: 27830
Zip: 27830
OIC #: 16565
Dry Poultry
Other Types
Non Laying Chickens
Horses - Horses
Laying Chickens
Horses - Other
Pullets
Sheep- Sheep
Turkeys
Sheep - Other
Turkey Pullet
Wet Poultry
Non Laying Pullet
Layers

13. Waste Treatment and Storage Lagoons (Verify the following information is accurate and complete. Make all necessary
corrections and provide missing data.)
Structure
Name
Estimated
Date
Built
Liner Type
(Clay, Synthetic,
Unknown)
Capacity
(Cubic Feet)
Estimated
Surface Area
(Square Feet)
Design Freeboard
"Redline"
(Inches)
NORTH — Lc► - I
5/9/1994
C
3 593.33
25,300
19.00
SOUTH La'el.2
5/23/1994
C
6 -45 V-
215 Q�
19.00
Mail one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed application
as required by NC General Statutes 143-215.10C(d) to the address below.
The CAWMP must include the following components:
1. The most recent Waste Utilization Plan (WUP), signed b% the owner and a certified technical syecialist. containing:
a. The method by which waste is applied to the disposal fields (e.g. irrigation, injection, etc.)
b. A map of every field used for land application (for example: irrigation map)
c. The soil series present on every land application field
d. The crops grown on every land application field
e. The Realistic Yield Expectation (RYE) for every crop shown in the WUP
f. The maximum PAN to be applied to every land application field
g. The waste application windows for every crop utilized in the WUP
h. The required NRCS Standard specifications
2. A site map/schematic
3. Emergency Action Plan
4. Insect Control Checklist with chosen best management practices noted
5. Odor Control Checklist with chosen best management practices noted
6. Mortality Control Checklist with selected method noted - Use the enclosed updated Mortality Control Checklist
7. Lagoon/storage pond capacity documentation (design, calculations, etc.) Please be sure the above table is accurate and
complete. Also provide any site evaluations, wetland determinations, or hazard classifications that may be applicable to
your facility.
8. Operation and Maintenance Plan
If your CAWMP includes any components not shown on this list, please include the additional components with your submittal
(e.g. composting, digesters, waste transfers, etc.)
As a second option to mailing paper copies of the application package, you can scan and email one signed copy of the
application and all the CAWMP items above to: [e-mail]

I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that,
if all required parts of this application are not completed and that if all required supporting information and attachments are not
included, this application package will be returned to me as incomplete.
Note: In accordance with NC General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false statement,
representation, or certification in any application may be subject to civil penalties up to $25,000 per violation. (18 U.S.C.
Section 1001 provides a punishment by a fine of not more than $10,000 or imprisonment of not more than 5 years, or both for
a similar offense.)
Printed Name of Signing Official (Landowner, or if multiple Landowners all landowners should sign. If Landowner is a
corporation, signature should be by a principalexecutiveofficer of the corporation):
Name: ► A v `?- IV "IJ Title: ry ` O wr-y y-
Signature: Date:
Name: L�� /e ;e J f Title:
Signature: ] G✓23C&,, Date: I V I-91 P
Name:
Signature:
Title:
Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NCDEQ-DW R
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Telephone number: [phone]
E-mail: 2019Perm itRenewal@ ncden r. gov
FORM: RENEWAL -STATE GENERAL 02/2019

Nutrient Management Plan For Animal Waste Utilization
This plan has been prepared for:
N & W Pig Farms
Julian Nelms
5909 NC I I I North
Fremont, NC 27830
919-242-6327
03-18-2019
This plan has been developed by:
Ashley Smith
Wayne Soil & Water Consevation
3114 Wayne Memorial Drive
Suite 158 Box C
Goldsboro, NC 27534
919-734-5281 Ext
aj�
Developer Signat►Yre
Type of Plan: Nitrogen Only with Manure Only
Owner/Manager/Producer Agreement
I (we) understand and agree to the specifications and the operation and maintenance
procedures established in this nutrient management plan which includes an animal
waste utilization plan for the farm named above. I have read and understand the
Required Specifications concerning animal waste management that are included with
this plan.
Signature (owner) 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.
ai
Plan Approved By:
Technical Specilist Signature
3-IS19
Date
244847 Database Version 3.1 Date Printed: 03-18-2019 Cover Page I

Nutrients applied in accordance with this plan will be supplied from the
following source(s):
Commercial Fertilizer is not included in this plan.
S5
Swine Nursery Lagoon Liquid waste generated 1,337,000 gals/year by a 7,000 animal
Swine Nursery Lagoon Liquid operation. This production facility has waste storage
capacities of approximately 180 days.
Estimated Pounds of Plant Available Nitrogen Generated per Year
Broadcast
3079
Incorporated
5289
Injected 1
5824
Irrigated
3347
Max. Avail.
PAN (lbs)*
Actual PAN
Applied (lbs)
PAN Surplus/
Deficit (lbs)
Actual Volume
Applied (Gallons)
Volume Surplus/
Deficit (Gallons)
Year 1
3,347
8531
-5,184
3,407,517
-2,070,517
Year 2
3,347
8746
-5,399
3,493,548
-2,156,548
Year 3
3,347
3485
-138
1,392,218
-55,218
Note: In source 1D, S means standard source, U means user defined source.
* Max. Available PAIN is calculated on the basis of the actual application method(s) identified in the plan for this source.
925041 Database Version 3.1 Date Printed: 03-18-2019 Source Page I of I

Planned Crops Summary
Tract
Field
Total
Acres
Useable
Acres
Leaching
Index (LI)
Soil Series
Crop Sequence
RYE
4753
9
9,00
3.26
N/A
Nahunta
Corn, Grain
*150 bu.
Wheat, Grain
*60 bu.
Soybeans, Manured, Double Crop
*38 bu.
Cotton
*800 lbs.
4753
10
9.00
3.31
N/A
Nahunta
Corn, Grain
* 150 bu.
Wheat, Grain
60 bu.
Soybeans, Manured, Double Crop
38 bu.
4753
11
10.39
2.39
N/A
Norfolk
Corn, Grain
*135 bu.
Wheat, Grain
59 bu.
Soybeans, Manured, Double Crop
34 bu.
4753
12
3.76
2.38
N/A
Norfolk
Corn, Grain
*138 bu.
Wheat, Grain
60 bu.
Soybeans, Manured, Double Crop
35 bu.
4753
13
4.37
1.64
N/A
Norfolk
Corn, Grain
*135 bu.
Wheat, Grain
59 bu.
Soybeans, Manured, Double Crop
34 bu.
4753
14
4.37
1.91
N/A
Norfolk
Corn, Grain
*135 bu.
Wheat, Grain
59 bu.
Soybeans, Manured, Double Crop
34 bu.
Cotton
858 lbs.
4753
15
16.17
3.24
N/A
Norfolk
Corn, Grain
*135 bu.
Wheat, Grain
59 bu.
Soybeans, Manured, Double Crop
34 bu.
Cotton
858 lbs.
4753
16
16.17
3.57
N/A
Norfolk
Corn, Grain
*138 bu.
Wheat, Grain
60 bu.
Soybeans, Manured, Double Crop
35 bu.
Cotton 1
875 lbs.
PLAN TOTALS: 198.35 42.98
""I. a 2 6 2919
925041 Database Version 3.1 Date Printed 3/18/2019
NOTE: Symbol * means user entered data.
PCs Page 2 of 3

The Waste Utilization table shown below summarizes the waste utilization plan for this operation. This plan provides an estimate of the number of acres of
cropland needed to use the nutrients being produced. The plan requires consideration of the realistic yields of the crops to be grown, their nutrient requirements,
and proper timing of applications to maximize nutrient uptake.
This table provides an estimate of the amount of nitrogen required by the crop being grown and an estimate of the nitrogen amount being supplied by manure or
other by-products, commercial fertilizer and residual from previous crops. An estimate of the quantity of solid and liquid waste that will be applied on each field in
order to supply the indicated quantity of nitrogen from each source is also included. A balance of the total manure produced and the total manure applied is
included in the table to ensure that the plan adequately provides for the utilization of the manure generated by the operation.
Waste Utilization Table
Year 1
Tract
Field
IReq'd
Source
ID
Soil Series
Total
Acres
Use.
Acres
Crop
RYE
Appliic.
Period
NiCcmcn
PA
Nutrient
(lbs/A)
Comm.
Fert.
Nutrient
Applied
(lbs/A)
Res.
(lbs/A)
Applic.
Method
Manure
PA
Nutrienr:
pplied
(Ibs/A)
Liquid
ManureA
pplied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
SolidManur
Applied
(Field)
N
N
N
N
1000
gal/A
Tons
1000 gals
tons
4753
1
S5
Norfolk
17.58
3.45
Corn, Grain
*135 bu.
2/15-6/30
*135
0
0
Irrig.
135
53.93
0.00
186.04
0.00
4753
1
S5
Norfolk.
17.58
3.45
Wheat, Grain
59 bu.
9/14130
123
1 0
0
Irrig.
62
24.57
0.00
84.75
0.00
4753
2
SS
Norfolk
17.58
1.51
Corn, Grain
*135 bu.
2/15-6/30
*135
0
0
Irrig.
135
53.93
0.00
81.43
0.00
4753
2
SS
Norfolk
17.58
1.51
Wheat, Grain
59 bu.
9/1-4/30
123
0
0
Irrig.
62
24.57
0.00
37.09
0.00
4753
3
S5
Craven
17.58
1.59
Corn, Grain
*110 bu.
2/15-6/30
*110
0
0
Irrig.
110
43.94
0.00
69.86
0.00
4753
3
S5
Craven
17.58
1.59
Wheat, Grain
*41 bu.
9/1-4/30
*76
0
0
brig.
38
15.18
0,00
24.13
0.00
4753
4
S5
Aycock
17.58
2.07
Corn, Grain
*156 bu.
2/15-6/30
*156
0
0
brig.
156
62.31
0.00
t28.99
0.00
4753
4
SS
Aycock
17.58
2.07
Wheat, Grain
60 bu.
9/1-4/30
121
0
0
Irrig.
61
24.17
0.00
50.02
0.00
4753
5
S5
Aycock
17.58
3.34
Corn, Grain
*156 bu.
2/15-6/30
*156
0
0
Irrig.
t56
62.31
0.00
208.13
0.00
4753
5
S5
Aycock
17.58
3.34
IWheat, Grain
60 bu.
9/1-4/30
121
0
0
Irrig.
61
24.17
0.00
80.72
0.00
4753
6
S5
Aycock
14.11
4.01
Corn, Grain
*156 bu.
2/15-6/30
*156
0
0
Irrig.
156
62.31
0.00
249.87
0.00
4753
6
S5
Aycock
14.11
4.01
Wheat, Grain
60 bu.
9/1-4/30
121
0
0
Irrig.
61
24.17
0.00
96.91
0.00
4753
7
SS
jAycock
14.11
3.80
Corn, Grain
*156 bu.
2/15-6/30
*156
0
0
brig.
156
62.31
0.00
236.
4753
7
S5
Aycock
14.11
3.80
Wheat, Grain
60 bu.
9/1-4/30
121
0
0
Irrig.
61
24.17
0.00
91.
4753
8
S5
Norfolk
9.00
1.51
Corn, Grain
*138 bu.
2/15-6/30
*138
0
0
Irrig.
138
55.12
0.00
83.
4753
8
S5
Norfolk
9.00
1.51
Wheat, Grain
60 bu.
9/1-4/30
125
0
0
brig.
63
24.97
0.00
37.701
925041 Database Version 3.1 Date Printed: 3/18/2019 WUT Page 1 of 6

Waste Utilization Table
Year 2
Tract
Field
Source
ID
Soil Series
Total
Acres
Use.
Acres
Crop
RYE
Applic.
Period
Nitrogen
PA
Nutrient
Req'd
(Ibs/A)
Comm.
Fert.
Nutrient
Applied
(lbs/A)
Res.
(lbs/A)
Applic.
Method
Manure
PA
NutrienLA
pplied
(Ibs/A)
Liquid
Manure.-,
pplied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid Mamn
Applied
(Field)
N
N
N
N
1000
gal/A
Tons
1000 gals
tons
4753
1
S5
Norfolk
17.58
3.45
Wheat, Grain
59 bu.
9/1-4/30
123
0
0
Irrig.
62
24.57
0.00
84.75
0.00
4753
1
S5
Norfolk
17.58
3.45
Soybeans, Manured, Double Crop
34 bu.
4/1-9/15
t33
0
0
Irrig.
133
53.13
0.00
183.28
0.00
4753
2
S5
Norfolk
17.58
1.51
Wheat, Grain
59 bu.
9/1-4/30
t23
0
0
brig.
62
24.57
0.00
37.09
0.00
4753
2
SS
INorfolk
17.58
1.51
Soybeans, Manured, Double Crop
34 bu.
4/1-9/15
133
0
0
Irrig,
133
53.13
0.00
80.22
0.00
4753
3
S5
Craven
17.58
1.59
Wheat, Grain
*41 bu.
9/1-4/30
*76
0
0
Irrig.
38
15.18
0.00
24.13
0.00
4753
3
S5
Craven
17.58
1.59
Soybeans, Manured, Double Crop
*27 bu.
4/1-9/15
*104
0
0
Irrig.
104
41.54
0.00
66.05
0.00
4753
4
S5
Aycock
17.58
2.07
Wheat, Grain
60 bu.
9/1-4/30
l21
0
0
Irrig.
61
24.17
0.00
50.02
0.00
4753
4
SS
jAycock
17.58
2.07
Soybeans, Manured, Double Crop
42 bu.
4/1-9/15
163
0
0
Irrig.
163
65.11
0.00
134.78
0.00
4753
5
SS
Aycock
17.58
3.34
Wheat, Grain
60 bu.
9/1-4/30
121
0
0
Irrig.
611
24.17
0.001
80.721
0.00
4753
5
S5
Aycock
17.58
3.34
Soybeans, Manured, Double Crop
42 bu.
4/1-9/15
163
0
0
Irrig.
163
65.11
0.00
217.46
0.00
4753
6
SS
Aycock
14.11
4.01
jWheat, Grain
60 bu.
9/1-4/30
121
0
0
Irrig.
61
24.17
0,00
96.91
0.00
4753
6
SS
jAycock
14.11
4.01
Soybeans, Manured, Double Crop
42 bu.
4/1-9/15
163
0
0
Irrig.
163
65.11
0.00
261.09
0.00
4753
7
S5
Aycock
14.11
3.80
Wheat, Grain
60 bu.
9/1-4/30
121
0
0
Irrig.
61
24.17
0.00
91.83
0.00
4753
7
S5
Aycock
14.11
3.80
Soybeans, Manured, Double Crop
42 bu.
4/1-9/15
163
0
0
Irrig.
163
65.11
0.00
247.41
0.00
4753
8
SS
orfolk
9.001
1.51
Wheat, Grain
60 bu.
9/1-4/30
125
0
0
Irrig.
63
24.97
0.00
37.70
0.00
4753
8
S5
orfolk
9.00
1.51
Soybeans, Manured, Double Crop
35 bu.
4/1-9/15
137
1 0
0
hTig.
137
54.72
0.00
82.63
0.00
4753
9
SS
Nahunta
9.00
3.26
Wheat, Grain
*60 bu.
9/1-4/30
*112
0
0
Irrig.
56
22.37
0.00
72.92
0.00
4753
9
S5
ahunta
9.00
3.26
Soybeans, Manured, Double Crop
*38 bu.
4/1-9/15
*146
0
0
Irrig.
146
58.32
0.00
190.12
0.00
4753
10
SS
Nahunta
9.00
3.31
Wheat, Grain
60 bu.
9/1-4/30
112
0
0
Irrig.
56
22.37
0.00
74.04
0.00
4753
10
SS
ahunta
9.00
3.31
Soybeans, Manured, Double Crop
38 bu.
4/1-9/15
146
0
0
Irrig.
146
58.32
0.00
193.03
0.00
4753
11
S5
Norfolk
10.39
2.39
Wheat, Grain
59 bu.
9/1-4/30
123
0
0
hTig.
62
24.57
0.00
58.71
0.00
4753
11
S5
Norfolk
10.39
2.39
Soybeans, Manured, Double Crop
34 bu.
4/1-9/15
133
0
0
Irrig.
133
53.13
0.00
126.97
0.001
925041 Database Version 3.1 Date Printed: 3/18/2019 WUT Page 3 of 6

Waste Utilization Table
Vpnr -i
Tract
Field
Source
ID
Soil Series
Total
Acres
Use.
Acres
Crop
RYE
Applic.
Period
Jiv,x t
PA
Nutrient
Req'd
(lbs/A)
Comm.
Fert.
Nutrient
Applied
(lbs/A)
Res.
(lbs/A)
Applic.
Method
Manure
PA
Nutrienul
pplied
(lbs/A)
Liquid
Manure
pplied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid Manur
Applied
(Field)
N
N
N
N
1000
I gal/A
Tons
1000 gals
tons
4753
1
S5
Norfolk
17.58
3.45
Cotton
858lbs.
3/15-7/31
76
0
20
Irrig.
56
22.37
0.00
77.17
0.00
4753
2
S5
Norfolk
17.58
1.51
Cotton
858lbs.
3/15-7/31
76
0
20
brig.
56
22.37
0.00
33.781
0.00
4753
3
S5
Craven
17.58
1.59
Cotton
*621 lbs.
3/15-7/31
*41
0
20
Irrig.
21
8.39
0.00
13.34
0.00
4753
4
S5
Aycock
17.58
2.07
Cotton
925 lbs.
3/15-7/31
75
0
20
Irrig.
55
21.97
0.00
45.48
0.00
4753
5
SS
jAycock
17.58
3.34
Cotton
925 lbs.
3/15-7/31
75
0
20
Irrig.
55
21.97
0.00
73.38
0.00
4753
6
SS
Aycock
14.11
4.01
Cotton
925 lbs.
3/15-7/31
75
0
20
Irrig.
55
21.97
0.00
88.10
0.00
4753
7
S5
Aycock
14-111
3.80
Cotton
925 lbs.
3/15-7/31
75
0
20
Irrig.
55
2L97
0.00
83.48
0.00
4753
9
S5
Norfolk
9.00
1.51
Cotton
875lbs.
3/15-7/31
78
0
20
Irrig.
58
23.17
0.001
34.98
0.00
4753
9
S5
Nahunta
9.00
3.26
Cotton
*800 lbs.
3/15-7/31
*53
0
20
Irrig.
33
13.18
0.00
42.97
0.00
4753
10
S5
Nahunta
9.00
3.31
lCom, Grain
*150 bu.
2/15-6/30
*150
0
20
Irrig.
130
51.93
0.00
171.88
0.00
4753
10
S5
Nahunta
9.00
3.31
Wheat, Grain
60 bu.
9/1-4/30
112
0
0
Irrig.
56
22.37
0.00
74.04
0.00
4753
11
S5
Norfolk
10.39
2.39
Corn, Grain
*135 bu.
2/15-6/30
*135
0
20
Irrig.
1 t5
45.94
0.00
109.79
0.00
4753
11
S5
Norfolk
10.39
2.39
Wheat, Grain
59 bu.
9/1-4/30
123
0
0
Irrig.
62
24.57
0.00
58.71
0.00
4753
12
S5
Norfolk
3.76
2.38
Corn, Grain
*138 bu.
2/15-6/30
*138
0
20
Irrig.
118
47.13
0.00
112.18
0.00
4753
12
S5
Norfolk.
3.76
2.38
Wheat, Grain
60 bu.
9/1-4/30
125
0
0
brig.
63
24.97
0.00
59.42
0.00
4753
13
SS
Norfolk
4.37
1.64
Corn, Grain
*135 bu.
2115-6/30
*135
0
1 20
brig.
115
45.94
0.00
75.34
0.00
4753
13
S5
Norfolk
4.37
1.64
Wheat, Grain
59 bu.
9/1-4/30
123
0
0
Irrig.
62
24.57i
0.00
40.29
0.00
4753
14
S5
(Norfolk
4.37
1.91
Cotton
858lbs.
3/15-7131
76
0
20
Irrig.
56
22.37
0.00
42.73
0.00
4753
15
S5
Norfolk
16.17
3.24
Cotton
858 lbs.
3/15-7/31
76
1 0
20
Irrig.
56
22.37
0.00
72.48
0.00
4753
16
S5
Norfolk
16.17
3.57
1Cotton
875lbs.
3/15-7/31
78
0
20
Irrig.
58
23.17
0.00
82.71
0.00
925041 Database Version 3.1 Date Printed: 3/18/2019 WUT Page 5 of 6

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)
4753
1
ti orfolk
0.50
1.0
4753
2
orfolk
0.50
1.0
4753
3
Craven
0.40
1.0
4753
4
Aycock
0.35
1.0
4753
5
Aycock
0.35
1.0
4753
6
Aycock
0.35
1.0
4753
7
Aycock
0.35
1.0
4753
8
'Norfolk
0.50
1.0
4753
9
Nahunta
0.40
1.0
4753
10
N ahunta
0.40
1.0
4753
11
Norfolk
0.50
1.0
4753
12
Norfolk
0.50
1.0
4753
13
Norfolk
0.50
1.0
4753
14
N orfolk
0.50
1.0
4753
15
Norfolk
0.50
1.0
4753
16
ti orfollc
0.50
1.0
925041 Database Version 3.1 Date Printed 3/18/2019 lAF Page 1 of I
NOTE: Symbol * means user entered data.

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.
4v51i1n1-dP WaatP gtnrao(-. ('nand,
Source Name
Swine Nursery Lagoon Li,juid
Design Stora<we Ca acil� (Da) s)
Start Date
9/1
180
Plan Year
Month
Available Storage Capacity (Days)
1
1
28
I
2
0
1
3
164
1
4
180
1
5
180
1
6
150
1
7
119
1
8
88
1
9
142
1
10
180
1
11
180
1
12
149
2
1
118
2
2
180
2
3
180
2
4
180
2
5
149
2
6
180
2
7
180
2
8
T 180
2
9
180
2
10
149
2
11
119
2
12
88
3
1
57
3
2
29
925041 Database Version 3.1 Date Printed: 03-18-2019 Capacity Page 1 of 2

Required Specifications For Animal Waste Management
1. Animal waste shall not reach surface waters of the state by runoff, drift,
manmade conveyances, direct application, or direct discharge during
operation or land application. Any discharge of waste that reaches surface
water is prohibited.
2. There must be documentation in the design folder that the producer
either owns or has an agreement for use of adequate land on which to
properly apply the waste. If the producer does not own adequate land to
properly dispose of the waste, he/she shall provide evidence of an
agreement with a landowner, who is within a reasonable proximity,
allowing him/her the use of the land for waste application. It is the
responsibility of the owner of the waste production facility to secure an
update of the Nutrient Management Plan when there is a change in the
operation, increase in the number of animals, method of application,
receiving crop type, or available land.
3. Animal waste shall be applied to meet, but not exceed, the nitrogen needs
for realistic crop yields based upon soil type, available moisture, historical
data, climatic conditions, and level of management, unless there are
regulations -that restrict the rate of applications for other nutrients.
4. Animal waste shall be applied to land eroding less than 5 tons per acre
per year. Waste may be applied to land eroding at more than 5 tons per
acre per year but less than 10 tons per acre per year provided grass filter
strips are installed where runoff leaves the field (see USDA, NRCS Field
Office Technical Guide Standard 393 - Filter Strips).
5. Odors can be reduced by injecting the waste or by disking after waste
application. Waste should not be applied when there is danger of drift
from the land application field.
6. When animal waste is to be applied on acres subject to flooding, waste
will be soil incorporated on conventionally tilled cropland. When waste is
applied to conservation tilled crops or grassland, the waste may be
broadcast provided the application does not occur during a season prone
to flooding (see "Weather and Climate in North Carolina" for guidance).
925041 Database Version "A Date Printed: 3/ 18/20 i 9 Specification Page 1

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.
925041 Database Version 3A Date Printed: 3/18/2019 Specification Page 3

Crop Notes
The following crop note applies to field(s): 9, 10
Corn 1: CP, Mineral Soil, low -leachable
In the Coastal Plain, corn is normally planted when soil temperatures reach 52 to 55 degrees fahrenheit.
Review the Official Variety "green book" and information from private companies to select a high
yielding variety with the characteristics needed for your area and conditions. Plant 1-2" deep. Plant
populations should be determined by the hybrid being planted. Increase the seeding rate by 10% when
planting no -till. Phosphorus and potassium recommended by a soil test can be broadcast or banded at
planting. When planting early in cool, wet soil, banded phosphorus will be more available to the young
plants. An accepted practice is to apply 20-30 lbs/acre N and 20-30 lbs/acre phosphorus banded as a
starter and one-half the remaining N behind the planter. The rest of the N should be applied about 30-40
days after emergence. The total amount of N is dependent on soil type. When including a starter in the
fertilizer program, the recommended potassium and any additional phosphorus is normally broadcast at
planting. Plant samples can be analyzed during the growing season to monitor the overall nutrient status
of the corn. Timely management of weeds and insects are essential for corn production.
The following crop note applies to field(s): 3
Corn 1: CP, Mineral Soil, low -leachable
In the Coastal Plain, corn is normally planted when soil temperatures reach 52 to 55 degrees fahrenheit.
Review the Official Variety "green book" and information from private companies to select a high
yielding variety with the characteristics needed for your area and conditions. Plant 1-2" deep. Plant
populations should be determined by the hybrid being planted. Increase the seeding rate by 10% when
planting no -till. Phosphorus and potassium recommended by a soil test can be broadcast or banded at
planting. When planting early in cool, wet soil, banded phosphorus will be more available to the young
plants. An accepted practice is to apply 20-301bs/acre N and 20-30 lbs/acre phosphorus banded as a
starter and one-half the remaining N behind the planter. The rest of the N should be applied about 30-40
days after emergence. The total amount of N is dependent on soil type. When including a starter in the
fertilizer program, the recommended potassium and any additional phosphorus is normally broadcast at
planting. Plant samples can be analyzed during the growing season to monitor the overall nutrient status
of the corn. Timely management of weeds and insects are essential for corn production.
925041 Database Version 3.1 Date Printed: 03-18-2019 Crop Note Page 1 of 8

The following crop note applies to field(s): 9
Cotton CP, Mineral Soil, low -leachable
In the Coastal Plain, cotton is normally planted from April 15-May 5 when warm(above 65 F)
temperatures and dry weather are present and predicted to remain for at least 5 to 7 days after planting.
Avoid planting after May 20 if at all possible. Review the NCSU Official Variety "green book" and
information from private companies to select a high yielding variety with characteristics needed for your
area and conditions. Plant 4-6 seed/row foot at a depth of 1/2-1 ". Adequate depth control is essential.
Recommended phosphorus and potash can be broadcast or banded at planting. Apply 20-25 lbs/acre N at
planting. Apply the remaining recommended N as a sidedress application 2 to 3 weeks after first square.
The total N needed is dependent on soil type. Apply 1.0 lb/acre actual boron either at planting or at
sidedress; or, foliar apply 1/2 lb/acre actual boron with 1/4 lb/acre applied at early bloom and the other
1/4 lb/acre about 2 weeks later. The boron needs to be available to the cotton during fruiting. Tissue
samples can be analyzed during the growing season to monitor the nutrient status of the cotton. Timely
management of insects, weeds, and excessive vegetative growth are essential for profitable cotton
production.
The following crop note applies to field(s): 3
Cotton CP, Mineral Soil, low -leachable
In the Coastal Plain, cotton is normally planted from April 15-May 5 when warm(above 65 F)
temperatures and dry weather are present and predicted to remain for at least 5 to 7 days after planting.
Avoid planting after May 20 if at all possible. Review the NCSU Official Variety "green book" and
information from private companies to select a high yielding variety with characteristics needed for your
area and conditions. Plant 4-6 seed/row foot at a depth of 1/2-1 ". Adequate depth control is essential.
Recommended phosphorus and potash can be broadcast or banded at planting. Apply 20-25 lbs/acre N at
planting. Apply the remaining recommended N as a sidedress application 2 to 3 weeks after first square.
The total N needed is dependent on soil type. Apply 1.0 lb/acre actual boron either at planting or at
sidedress; or, foliar apply 1/2 lb/acre actual boron with 1/4 lb/acre applied at early bloom and the other
1/4 lb/acre about 2 weeks later. The boron needs to be available to the cotton during fruiting. Tissue
samples can be analyzed during the growing season to monitor the nutrient status of the cotton. Timely
management of insects, weeds, and excessive vegetative growth are essential for profitable cotton
production.
2019
9255041 Database Version 3.1 Date Printed: 03-18-2019 Crop Note Page 3 of 8

The following crop note applies to field(s): 9, 10
Wheat: Coastal Plain, Mineral Soil, low -leachable
In the Coastal Plain, wheat should be planted from October 20-November 25. Plant 22 seed/drill row foot
at 1-1 1/2" deep 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. Adequate depth control when planting the wheat 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 total N is dependent on the soil type. Plant
samples can be analyzed during the growing season to monitor the nutrient status of the wheat. Timely
management of diseases, insects and weeds are essential for profitable wheat production.
The following crop note applies to field(s): 3
Wheat: Coastal Plain, Mineral Soil, low -leachable
In the Coastal Plain, wheat should be planted from October 20-November 25. Plant 22 seed/drill row foot
at 1-1 1/2" deep 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. Adequate depth control when planting the wheat 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 total N is dependent on the soil type. Plant
samples can be analyzed during the growing season to monitor the nutrient status of the wheat. Timely
management of diseases, insects and weeds are essential for profitable wheat production.
925041 Database Version 3.1 Date Printed: 03-18-2019 Crop Note Page 5 of 8

The following crop note applies to field(s): 9, 10
Double -Crop Soybeans, Coastal Plain: Mineral Soil, low -leachable
Double -crop soybeans should be planted as early in June as possible with planting completed by July 4th.
When no -tilling soybeans in small grain straw, it is essential to manage the straw to achieve adequate
plant populations. Review the NCSU Official Variety "green book" and information from private
companies to select a high yielding variety with the characteristics needed for your area and conditions.
Plant 2-4 seed/row foot for 7-8" drills; 4-6 seed/row foot for 15" rows; 6-8 seed/row foot for 30" rows
and 8-10 seed/row foot for 36" rows. Increase the seeding rate by at least 10% for no -till planting.
Seeding depth should be 1-1 1/2" and adequate depth control is essential. Phosphorus and potash
recommended for the soybeans can be applied to the wheat in the Fall. Soybeans produce their own
nitrogen and are normally grown without additions of nitrogen. However, applications of 20-30 lbs/acre
N are sometimes made at planting to promote early growth and vigor. Tissue samples can be analyzed
during the growing season to monitor the overall nutrient status of the soybeans. Timely management of
weeds and insects is essential for profitable double crop soybean production.
The following crop note applies to field(s): 3
Double -Crop Soybeans, Coastal Plain: Mineral Soil, low -leachable
Double -crop soybeans should be planted as early in June as possible with planting completed by July 4th.
When no -tilling soybeans in small grain straw, it is essential to manage the straw to achieve adequate
plant populations. Review the NCSU Official Variety "green book" and information from private
companies to select a high yielding variety with the characteristics needed for your area and conditions.
Plant 2-4 seed/row foot for 7-8" drills; 4-6 seed/row foot for 15" rows; 6-8 seed/row foot for 30" rows
and 8-10 seed/row foot for 36" rows. Increase the seeding rate by at least 10% for no -till planting.
Seeding depth should be 1-1 1/2" and adequate depth control is essential. Phosphorus and potash
recommended for the soybeans can be applied to the wheat in the Fall. Soybeans produce their own
nitrogen and are normally grown without additions of nitrogen. However, applications of 20-30 lbs/acre
N are sometimes made at planting to promote early growth and vigor. Tissue samples can be analyzed
during the growing season to monitor the overall nutrient status of the soybeans. Timely management of
weeds and insects is essential for profitable double crop soybean production.
925041 Database Version 3.1 Date Printed: 03-18-2019 Crop Note Page 7 of 8

Insect Control Checklist for Animal Operations
Source
Cause
BMPs to Control Insects -sx
Site Specific Practices
Liquid Systems
Flush Gutters
• Accumulation of solids
fF Flush system is designed and operated
/„fee �((/ ��ks �•'"q
%
sufficiently to remove accumulated solids from
J
gutters as designed.
17 Remove bridging of accumulated solids at
discharge
Lagoons and Pits
• Crusted Solids
0' Maintain lagoons, settling basins and pits where
I—` I
pest breeding is apparent to minimize the
crusting of solids to a depth of no more than 6 -
8 inches over more than 30% of surface.
Excessive Vegetative
• Decaying vegetation
Z Maintain vegetative control along banks of
A, ae e---
Growth
lagoons and other impoundments to prevent
�3
accumulation of decaying vegetative matter
along watees edge on impoundment's perimeter.
Dry Systems
Feeders • Feed Spillage 17 Design, operate and maintain feed systems (e.g.,
bunkers and troughs) to minimize the
accumulation of decaying wastage.
O Clean up spillage on a routine basis (e.g., 7 - 10 /
day interval during summer; 15-30 day interval
during winter). _
Feed Storage • Accumulations of feed residues O 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).
O Inspect for and remove or break up accumulated
solids in filter strips around feed storage as
needed.

m
Swine Farm Waste Management Odor Control Checklist
Source
Cause
13MPs to Minimize Odor
—r= Site Specific Practice -s
Farmstead
a
• Swine production
Vegetative or wooded buffers;
0""Recommended best management practices;
WGood
judgment and common sense
Animal body surfaces
• Dirty manure -covered animals
Dry floors
Floor surfaces
• Wet manure -covered floors
Slotted floors;
`
2( Waterers located over slotted floors;
O Feeders at high end of solid floors;
O Scrape manure buildup from floors;
Underfloor ventilation for drying
Manure collection pits • Urine, 0' Frequent manure removal by flush, pit recharge, K p�
• Partial micrgbial decomposition or scrape;Q,�
0 Underfloor ventilation
Ventilation exhaust fans • Volatile gases; Ian maintenance; — G/N be u,e GH '�;­�s
Dust -- �EfGcient air movement
Indoor surfaces + Uust [1 Wasltdown between groups of animals;
13 Feed additives;
O Feeder covers;
O Feed delivery downspout extenders to feeder
covers
on _
Flush tanks • Agitation of recycled lagoO Flush tank covers;
liquid while tanks are tilling D Extend till lines to near bottom of tanks with
anti -siphon vents
Flush alleys • Agitation during wastewater O Underfloor flush with underfloor ventilation
conveyance
Pit recharge points • Agitation of recycled lagoon 13 Extend recharge lines to near bottom of pits
liquid while pits are filling with anti -siphon vents
Lift stations • Agitation during sump tank O Suntp tank covers
filling and drawdown
Outside drain collection • Agitation during wastewater [lox covers
or junction boxes conveyance

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

USDA United States
Department of Agriculture Wayne County, North Carolina
9
2 �F
1 �8
L2
s � a
tit
13
14 le
y } J 15
/ 18 f r
17
0 245 490 980
W=Mi--ZJMMM06=Mi Fee
Farm 9167
Tract 4753
2016 Program Year
CLU
Acres
HEL
Crop
1
2.97
NHEL
2
1.12
NHEL
3
6.78
UHEL
4
1.3
UHEL
5
0.33
UHEL
6
1.5
UHEL
7
5.61
NHEL
8
14.11
NHEL
9
2.11
HEL
10
4.02
UHEL
11
1.81
NHEL
12
0.75
NHEL
13
17.78
UHEL
14
13.64
UHEL
1510.46
NHEL
16
4.05
NHEL
17
17.05
UHEL
18
8.22
NHEL
19
0.83
UHEL
20
58.51
UHEL
Noncro land
21
3.61
UHEL
I Noncro land
Page Cropland Total: 114.44 acres
Map Created December 28, 2015
Base Image Layer flown in 2014
Common Land Unit
Cropland
Non -Cropland
=Tract Boundary
Wetiand Determination Identifiers
0 Restricted Use
0 Limited Restrictions
Exempt from Conservation
Compliance Provisions
USDA FSA maps are for FSA Program administration only. This map does not represent a legal survey or reflect actual ownership; rather it depicts the information provided directly from the producer andlorthe NAIP imagery. The producer
accepts the data 'as is' and assumes all risks associated with its use. The USDA Farm Service Agency assumes no responsibility for actual or consequential damage incurred as a result of any user's reliance on this data outside FSA Programs.
Wetland identifiers do not represent the size, shape, or specific determination of the area. Referto your original determination (CPA-026 and attached maps) for exact boundaries and determinations or contact NRCS.

Tom Crockett Irrigation, Inc.
PO Box 390
Williamston, NC 27892
DATE 5-01-09
NAME
Grover Hood
208 W Chestnut St
Goldsboro NC 27530
Dear
The traveler underground waste system designed and installed for Julian
Nelms _ meets USDA -Natural Resources Conservation Service
qualifications. The pipe is about three feet deep; all fittings were properly cleaned and
glued in place. More than enough concrete was used to thrust block the ends, ninety -
degree elbows and at the pump discharge. There were no leaks in the system and the
system operated as designed with adequate pressure, sprinkler coverage and proper
buffers from the ditches.
If I can be of further help, please give me a call.
Sincerely,
J
Preston L. Parker, Jr. (Vern)
TOM CROCKETT IRRIGATION, INC.
PLP/scg
cc:

Emergency Action Plan
This plan will be implemented in the event that wastes from your operations are leaking, overflowing, or
running off the 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 available to all employees at the facility, as accidents, Ieaks, and breaks can happen at any
time.
1) Stop the release of wastes. Depending on the situation, this may or may not be possible. Suggested
responses to problems are listed below:
a) Lagoon overflow:
* add soil to the berm to increase the elevation of the dam
• pump wastes to fields at an acceptable rate
• stop all additional flow to the lagoon (waterers)
• call a pumping contractor
• make sure no surface water is entering the lagoon
Note: -These activities should be started when your lagoon level has exceeded the temporary storage level.
b) Runoff from waste application field:
immediately stop waste application
create a temporary diversion or berm to contain the waste on the field
o incorporate waste to reduce further runoff
c) Leaking from the waste distribution system:
pipes and sprinklers.-
xD stop recycle (flushing system) pump
O stop irrigation pump
O close valves to eliminate further discharge
® separate pipes to create an air gap and stop flow
i flush system, houses, solids Separators:
(D stop recycle (flushing system) pump
O stop irrigation pump
O make sure no siphon effect has been created
® separate pipes to create an air gap and stop flow
d) Leakage from base or sidewall of the lagoon. Often these are seepage as opposed to flowing
leaks:
0 dig a small well or ditch to catch all seepage, put in a submersible pump, and pump back
into the lagoon.
VA

6) Contact dirt moving and/or heavy equipment companies:.
a) Wilson Grading LLC 919-778-1580
b)
c)

Version —November 26, 2018
Mortality Management Methods
Indicate which method(s) wN be implemented.
When selecting multiple methods indicate a primary versus secondary option.
Methods other than those listed must be approved by 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.
oa
oa
Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B .0200.
Rendering at a rendering plant licensed under G.S. 106-168.7.
Complete incineration according to 02 NCAC 52C .0102.
a a A composting system approved and permitted by the NC Department of Agriculture & Con-
sumer Services Veterinary Division (attach copy of permit). If compost is distributed off -farm,
additional requirements must be met and a permit is required from NC DEQ.
a a 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.
,0 &7 03 /-&
Signature of arm Owner/Manager
r _
Signature ofA chnical Specialist
Date
A q /19
Dat

L�goan �- f Nor}h
,. SUMMARY
Temporary storage period____________________>
Rainfall in
18
excess of evaporation=====______>
25 year - 24 hour rainfall________________
7.0
0
Freeboard_______________________ -____>
7.0
Side slopes_________________________________>
1.0
Inside top length__________________
2.5
Inside top width-------------____________
-_
115.0
_
Top of dike elevation=====_______________>
220.0
Bottom of lagoon elevation_______________
42.5
____
Total required volume________ _______>
31.5
Actual design volume_________________________->
160196
Seasonal high watertable elevation (SHWT)===>163583735
Stop
pumping elev =_________-_-_------
Must be > or = to the SHWT a >
lev.====______>
38.8
Must be > or = to min. req. treatment el.=> Required minimum treatment
37.5
37.5
volume====-_____=
Volume at stop>
Pumping elevation=====_____-_>
105030
Start Pumping elev.________________
105487
__>
Must be at bottom of freeboard & 25
40.8
yr. rainfall
Actual volume less 25 yr - 24 hr rainfall ---
days
inches
inches
feet
: 1
feet
f eet
feet
f eet
cu. ft.
cu. ft.
f eet
feet
feet
feet
cu. ft.
cu. ft.
feet
Volume at start ---> 148825 cu.
Required volume Pumping elevation=====______>- 147424 cu.
Actual Pumped________________> 40407 cu.
volume to be pumped__________________>
Min. thickness of soil linTAPPROVED
en re uired==> 41936 cu.
nn q 1.6 feet
:�. DESIGNED BY:1�,
j BY :
DATE: 5 _ 2 3 _ q �I , DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:
ft.
ft.
ft.
ft.

3 1
5. TEMPORARY STORAGE REQUIRED Not
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
115.0 220.0 25300.0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 25300.0 square feet
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 = 105030 lbs. ALW/135 lbs ALW * 1.37 gal/day 180 days
Volume = 191854.8 gals. or 25649.0 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 or excess water. Flush systems
that recirculate the lagoon water are accounted for in 5A.
Volume = 0.0 gallons/day * 180 days storage/7.48 gallon
per CF
Volume = 0.0 cubic feet
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount
180 days excess rainfall = 7.0 inches
Volume = 7.0 inches * DA / 12 inches per foot
Volume = 14758.3 cubic feet
5D. Volume of 25 year - 24 hour storm
Volume = 7.0 inches / 12 inches per foot * DA
Volume = 14758.3 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 25649 cubic feet
5B. 0 cubic feet
5C. 14758 cubic feet
5D. 14758 cubic feet
TOTAL 55166 cubic feet

'S. Department of Agriculture
Soil Conservation Service
NC-ENG-34
September 1980
HAZARD CLASSIFICATION DATA SHEET FOR IM LAGOONS
Landowner___ Nelms #
County WAYNE
Community or Group No._.------
Conservation Plan No._,�
Lagoon
Estimated Depth of Water to Top of RAN
Ft. Length of Flood Pool 2ZC) Ft.
Date of Field Hazard Investigation 3-71�`
Evaluation by reach of flood plain downstream to the point of estimated minor effect
from sudden dam. failure.
: Est..E ev. : st. evation
:Improvements: of Breach
• Above :Floodwater Above
: Flood Plain: Flood Pl.ain
. Ft. Ft.
• Kind of
Reach: Length: Width: Slope: Land Use ; Improvements
--- Ft. Ft. % woe�ls .
1 Loy o eo .
2
3
Describe potential for loss of life and damage to existing or probable future downstream
improvements from a sudden breach
d
er f3 :QLL'b0 7�ri
Ls�+�reN
Hazard Classification of 'INM (C b, c) (see NEM-Part 520.21)
Dam Classification (I, (0, III, IV, V)
By
name)
me
Concurred By,
7 name
,0. c
ti tl e
title
NOTE: 1. Instructions on reverse side.
2. Attach additional sheets as needed.
Date___-.
Date

SCS-CPA-026
;nser/atiarra2rOfte (June 91)
HIGHLY ERODIBLE LAND AND WETLAND
CONSERVATION DETERMINATION
Name of USDA Agcncy•or Person Requesting Determination
1. Name and Address of Person
P6
crn f" /u ('
5. Farm No. and Tract No.
l7-29 ' T- V iS- 3
2. Date of Request
3. County
.2.783v
SECTION 1- HIGHLY ERODIBLE LAND
FIELD NO.(s) TOTAL ACRES
i. Is soil survey now. available for making a highly erodible land determination? Yes QK No ❑
'. Are there highly erodible soil map units on this farm? Yes ® No ❑
I- List highly erodible fields that, according to ASCS records, were used to produce an agricultural commodity in any
crop year during 1981-1985.'
I. List highly erodible fields that have been or will be converted for the production of agricultural commodities and,
according to ASCS records, were not used for this purpose in any crop year during 1981-1985; and were not
enrolled in a USDA set -aside or diversion program.
t(). This HighlyErodible Land determination was completed in the: Office ❑ Field
SECTION II - WETLAND
FIELD NO.(s) TOTAL ACRES
11. Are there hydric soils on this farm? Yes A No ❑
12. Wetlands (W), including abandoned wetlands, or Farmed Wetlands (FW) or Farmed Wetlands Pasture (FWP).
Wetlands may be farmed under natural conditions. Farmed Wetlands and Farmed Wetlands Pasture may be
farmed and maintained in the same manner as they were prior to December 23, 1985, as long as they are not
abandoned.
13. Prior Converted Cropland (PC). Wetlands that were converted prior to December 23, 1985. The use, management,
drainage, and alteration of prior converted cropland (PC) are not subject to the wetland conservation provisions unless
the area reverts to wetland as a result of abandonment.
14. Artificial Wetlands (AW). Artificial wetlands includes irrigation -induced wetlands. These wetlands are not subject
to the wetland conservation provisions.
15. Minimal Effect Wetlands (MW). These wetlands are to be farmed according to the minimal -effect agreement signed
at the time the minimal -effect determination was made.
16. Mitigation Wetlands (MIW). Wetlands on which a person is actively mitigating a frequently cropped area or a wetland
converted between December 23, 1985 and November 28,1990.
17. Restoration with Violation (RVW-year). A restored wetland that was in violation as a result of conversion after
_ November 28, 1990, or the planting of an agricultural commodity or forage crop.
18. Restoration without Violation.(RSW). A restored wetland converted between December 23, 1985 and
November 28, 1990, on which an agricultural commodity has not been planted.
19. Replacement Wetlands (RPW). Wetlands which are converted for purposes other than to increase production,
where the wetland values are being replaced at a second site.
220. Good Faith Wetlands (GFW+year). -Wetlands on which ASCS has determined a violation to be in good faith and the
wetland has been restored.
21. Converted Wetlands (CW). Wetlands converted after December 23, 1985 and prior to November 28, 1990. In any
year that an agricultural commodity is planted on these Converted Wetlands, you will be ineligible for USDA benefits.
22. Converted Wetland (CW+year). Wetlands converted after November 28, 1990. You will be ineligible for USDA
program benefits until this wetland is restored.
23. Converted Wetland Non -Agricultural use (CWNA). Wetlands that are converted for trees, fish production, shrubs,
cranberries, vineyards or building and road construction.
24. Converted Wetland Technical Error (CWTE). Wetlands that were converted as a result of incorrect determination
by SCS. _
25. The planned alteration measures on wetlands in fields are considered maintenance and are in compliance
with FSA.
26. The planned alteration measures on wetlands in fields _ are not considered to be maintenance and if
installed will cause the area to become a Converted Wetland (CW). See item 22 for information on CW+year.
27. The wetland determination was completed in the office ❑ field ar,and was delivered[:] mailed to the person on Y`
28. Remarks. 1i— deA_J WC .& Cr-�7+L ale.", �� �%� 6C.J41~ !0S Cr
A Jcs �e�lcr„ �,� d s 7 - q? 3
29. 1 certify that the above determination is correct and adequate for use in determining 30. 1 ature of SCSDistn*r4 Conservationist 31. 'Date
eligibility for USDA program benefits, and that wetland hydrology, hydric soils, and O
hydrophytic vegetation under normal circumstances exist on all areas outlined as
Wetlands. Farmed Wetlands. and Farmed Wetlands Pasture.
Assistance and programs of the Solt Conservation Service available without regard t ce, religion, color, sex, age, or handicap.
SCS Coply I

"KA,
I IS,
I
.
. . . . . . . . . . .
t'L, -­7

Lagoon 4c,-k,*
6. SUMMARY
Temporary storage period____________________>
180
Rainfall in excess of evaporation=====______>
7.0
25 year - 24 hour rainfall__________________>
7.0
Freeboard____________ _______________________>
1.0
Side slopes_________________________________>
2.5
Inside top length___________________________>
115.0
Inside top width____________________________>
220.0
Top of dike elevation_______________________>
41.5
Bottom of lagoon elevation__________________>
30.5
Total required volume_______________________>
160196
Actual design volume________________________>163583.33
Seasonal high watertable elevation-(SHWT)===>
34.3
Stop pumping elev.______________-------------
37.8
Must be > or = to the SHWT elev.====______>
34.3
Must be > or = to min. req. treatment el.=>
36.5
Required minimum treatment volume=====______>
105030
Volume at stop pumping elevation=====_______>
105487
Start pumping -------->
39.8
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr - 24 hr rainfall===>
148825
Volume at start pumping elevation=====______>
147424
Required volume to be pumped________________>
40407
Actual volume to be pumped__________________>
41936
Min. thickness of soil line hen required==>
1.6
days
inches
inches
f eet
1
f eet
f eet
f eet
f eet
cu. ft.
cu. ft.
feet
feet
f eet
f eet
cu. ft.
cu. ft.
f eet
cu. ft.
cu. ft.
cu. ft.
cu. ft.
f eet
7. DESIGNED BY: fgL.X-C-. 1 APPROVED BY: P
DATE: 5 - 2 3 - 9 �- DATE : fj/Zgl? Lf
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:

Lffj W n a 304�,
5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
115.0 220.0 25300.0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 25300.0 square feet
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 = 105030 lbs. ALW/135 lbs ALW * 1.37 gal/day 180 days
Volume = 191854.8 gals. or 25649.0 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 or excess water. Flush systei
that recirculate the lagoon water are accounted for in 5A.
Volume = 0.0 gallons/day * 180 days storage/7.48 gall
per
Volume = 0.0 cubic feet
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amou
180 days excess rainfall = 7.0 inches
Volume = 7.0 inches * DA / 12 inches per foot
Volume = 14758.3 cubic feet
5D. Volume of 25 year - 24 hour storm
Volume = 7.0 inches / 12 inches per foot * DA
Volume = 14758.3 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 25649 cubic feet
5B . 0 cubic feet
5C. 14758 cubic feet
5D. 14758 cubic feet
TOTAL 55166 cubic feet

S. Department of Agriculture NC-ENG-34
Soli Conservation Service September 1980
File Code: 210
joan�
HAZARD CLASSIFICATION DATA SHEET FOR DA&
Landowner . e i -•• 1 S _ � � County
Community or Group No. Conservation Plan No -
Estimated Depth of Water to Top of Dam Ft. Length of Flood Pool 2.2 t) Ft.
Date of Field Hazard Investigation --9
Evaluation by reach of flood plain downstream to the point of estimated minor effect
from sudden dam failure.
Est. Elev. .Est. ":evation
Kind of :Improvements: of Breach
Reach: Length: Width: Slope:. Land Use Improvements Above :Floodwater Above
: Flood Plain: Flood Pl.ain
Ft. Ft. % Ft. Ft.
JS
2 .
3 .
Describe potential for loss of life and damage to existing or probable future downstream
improvements from a sudden] _breach ayo�, - .ddgN ���.o� bates/ as
�: �� t�f '� lope � �P?i d� 11 ✓� 7�G- �^: � u.�c�rs c� I�f-��lc�� cSe�] �r� --
/UC 111 - -
/_*? 6/V
Hazard Classification of �t M b, c) (see NEM-Part 520.21)
Dam Classification (I,(D, III, IV, V)
A
By ZIE<J
name
Concurred By
name
NOTE: 1. Instructions on reverse side.
2. Attach additional sheets as needed.
Date
Date

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 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 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.

Nutrient Management Plan For Animal Waste Utilization
This plan has been prepared for:
N & W Pig Farms
Julian Nelms
5909 NC I I I North
Fremont, NC 27830
919-242-6327
03-18-2019
This plan has been developed by:
Ashley Smith
Wayne Soil & Water Consevation
3114 Wayne Memorial Drive
Suite 158 Box C
Goldsboro, NC 27534
919-734-5281 Ext
%-WY
4,-
Developer Signature
Type of Plan: .Nitrogen Only with Manure Only
Owner/Manager/Producer Agreement
I (we) understand and agree to the specifications and the operation and maintenance
procedures established in this nutrient management plan which includes an animal
waste utilization plan for the farm named above. I have read and understand the
Required Specifications concerning animal waste management that are included with
this plan.
Signature (owner) 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: n j, 3--1
Technical Spec4ist Signature Date
244847 Database Version 3.1 Date Printed: 03-18-2019 Cover Page 1
02

USDA United States
Department of
- Agriculture Wayne County, North Carolina
4RO V
�7
?�
{ ' 12
i
11 .-
13 ■
r
f _ `
r� 3.
14 • -
1
f
* 18
17 f
�aI
r
0 245 490 980
Feet
Farm 9167
Tract 4753
2016 Program Year
CLU
Acres
HEL
Crop
1
2.97
NHEL
2
1.12
NHEL
3
6.78
UHEL
4
1.3
UHEL
5
10.33
UHEL
6
11.5
1 UHEL
7
5.61
1 NHEL
8
14.11
NHEL
9
2.11
HEL
10
4.02
UHEL
11
1.81
NHEL
12
0.75
NHEL
13
117.78
UHEL
14
13.64
UHEL
15
10.46
NHEL
16
4.05
NHEL
17
17.05
UHEL
18
8.22
NHEL
19
0.83
UHEL
20
58.51
UHEL
Noncropland
21
3.61
1 UHEL
Noncro land
Page Cropland Total: 114.44 acres
Map Created December 28, 2015
Base Image Layer flown in 2014
Common Land Unit
Cropland
Non -Cropland
Tract Boundary
Wetland Determination Identifiers
* Restricted Use
V Limited Restrictions
Exempt from Conservation
Compliance Provisions
USDA FSA maps are for FSA Program administration only. This map does not represent a legal survey or reflect actual ownership; rather it depicts the information provided directly from the producer and/or the NAIP imagery. The producer
accepts the data 'as is' and assumes all risks associated with its use. The USDA Farm Service Agency assumes no responsibility for actual or consequential damage incurred as a result of any user's reliance on this data outside FSA Programs.
Wetland identifiers do not represent the size, shape, or speck determination of the area. Refer to your original determination (CPA-026 and attached maps) for exact boundaries and determinations or contact NRCS.

Tom Crockett Irrigation, Inc.
PO Box 390
Williamston, NC 27892
DATE 5-01-09
NAME
Grover Hood
208 W Chestnut St
Goldsboro NC 27530
Dear
The traveler underground waste system designed and installed for Julian
Nelms meets USDA -Natural Resources Conservation Service
qualifications. The pipe is about three feet deep; all fittings were properly cleaned and
glued in place. More than enough concrete was used to thrust block the ends, ninety -
degree elbows and at the pump discharge. There were no leaks in the system and the
system operated as designed with adequate pressure, sprinkler coverage and proper
buffers from the ditches.
If I can be of further help, please give me a call.
Sincerely,
Preston L. Parker, Jr. (Vern)
TOM CROCKETT IRRIGATION, INC.
PLP/scg
cc:

Emergency Action Plan
This plan will be implemented in the event that wastes from your operations are leaking, overflowing, or
running off the 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 available to all employees at the facility, as accidents, Ieaks, and breaks can happen at any
time.
1) Stop the release of wastes. Depending on the situation, this may or may not be possible. Suggested
responses to problems are listed below:
a) Lagoon overflow:
* add soil to the berm to increase the elevation of the dam
• pump wastes to fields at an acceptable rate
• stop all additional flow to the lagoon (waterers)
• calI a pumping contractor
• make sure no surface water is entering the lagoon
Note: _These activities should be started when your lagoon level has exceeded the temporary storage level.
b) Runoff from waste application field:
to immediately stop waste application
• create a temporary diversion or berm to contain the waste on the field
• incorporate waste to reduce further runoff
e) Leaking from the waste distribution system:
v pipes and sprinklers:
OO stop recycle (flushing system) pump
OO stop irrigation pump
® close valves to eliminate further discharge
T separate pipes to create an air gap and stop flow
• flush system, houses, solids Separators:
(D stop recycle (flushing system) pump
OO stop irrigation pump
OO make sure no siphon effect has been created
® separate pipes to create an air gap and stop flow
d) Leakage from base or sidewall of the lagoon. Often these are seepage as opposed to flowing
leaks:
■ dig a small well or ditch to catch all seepage, put in a submersible pump, and pump back
into the lagoon,
W

6) Contact dirt moving and/or heavy equipment companies:
a) Wilson Grading LLC
b)
c)
919-778-1580
M

Version —November 26, 2018
Mortality Management Methods �b
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
13B .0200.
Rendering at a rendering plant licensed under G.S. 106-168.7.
Complete incineration according to 02 NCAC 52C .0102.
a a A composting system approved and permitted by the NC Department of Agriculture & Con-
sumer Services Veterinary Division (attach copy of permit). If compost is distributed off -farm,
additional requirements must be met and a permit is required from NC DEQ.
In the case of dead poultry only, placing in 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
Signature of�bchnical Specialist
3- Zv-- iT
`Date
3A `I /I
Dat

7.
,. SUMMARY
Temporary storage period=====_______________>
Rainfall in excess of
180
days
evaporation=====______>
25 year - 24 hour rainfall==========-____
7.0
inches
Freeboard______________________-__-_____-__->
7.0
inches
Side slopes__________________
1.0
feet
_ _
Inside top length___________________________>
2.5
1
Inside top width_______________ __
115.0
feet
_ _
Top of dike elevation_______________________>
220.0
feet
Bottom of lagoon elevation__________________
42
feet
Total required volume=---_---_____________ >
31.5
31
feet
___.5
Actual design volume________________________>
160196
cu. ft.
Seasonal high watertable elevation SHWT===j163583
Stop ) 37.8
ft.
pumping elev.====_____-___________=
.5
feet
feet
_
Must be > or = to the SHWT elev.====______�
38.8
feet
Must be > or = to min. req. treatment el.=>
Required minimum treatment
37.5
feet
feet
volume=====_____
Volume at stop pumping elevation=====-______>
105030
5030
cu. ft.
Start pumping elev.____________________________>
105487
cu. ft.
Must be at bottom of freeboard & 25
feet
yr. rainfa1140.8
Actual volume less 25 yr - 24 hr rainfall===>
Volume at start pumping
148825
cu. ft.
elevation=====______>
Required volume to be pumped______________
147424
cu. ft.
>
Actual volume to be _-__>
pumped__________________
Min. thickness
40407
41936
cu. ft.
of souQA il liner hen required==>
cu. ft.
1.6 feet
DESIGNED BY: �. .APPROVED BY:
DATE: _ 2 3 _ (� DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:

5. TEMPORARY STORAGE REQUIRED v
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
115.0 220.0 25300.0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 25300.0 square feet
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 = 105030 lbs. ALW/135 lbs ALW * 1.37 gal/day 180 days
Volume = 191854.8 gals. or 25649.0 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 or excess water. Flush systems
that recirculate the lagoon water are accounted for in 5A.
Volume = 0.0 gallons/day * 180 days storage/7.48 gallon
per CF
Volume = 0.0 cubic feet
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount
180 days excess rainfall = 7.0 inches
Volume = 7.0 inches * DA / 12 inches per foot
Volume = 14758.3 cubic feet
5D. Volume of 25 year - 24 hour storm
Volume = 7.0 inches / 12 inches per foot * DA
Volume = 14758.3 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 25649 cubic feet
5B. 0 cubic feet
5C. 14758 cubic feet
5D. 14758 cubic feet
TOTAL 55166 cubic feet

NC-ENG-34
S. Department of Agriculture September 1980
Soil Conservation Service
HAZARD CLASSIFICATION DATA SHEET FOR IM LAGOONS
County WAYNE
Landowner Nelms #I
Conservation Plan No.__
Community or Group No. Lagoon
Ft. Length of Flood Pool Ft.
Estimated Depth of Water to Top of RAj
o? 0
Date of Field Hazard Investigation
Evaluation by reach of flood plain downstream to the point of estimated minor effect
from sudden dam.failure.
Est. ev. : st. evation
:Improvements: of Breach
Above :Floodwater Above
Flood Plain• Flood Plain
. Ft. Ft.
Reach: Length: Width: Slope: Land Use
Ft. Ft.
1 (�� o 00 '
2
3 .
Kind of
Improvements
Describe potential for loss of 1fe and damage to existing or probable futuredownstream
improvements from a sudden breach
11
L_" Ver-
Hazard Classification of 0ffl ((j;) b, c) (see NEM-Part 520.21
Dam Classification (I, ©, III, IV, V)
By
Date
name
Date
Concurred By name title
NOTE: 2. Attachadditional sheets as
ceseneeded.

SCS-CPA-026
xiservat$DR- a (June 91)
HIGHLY ERODIBLE LAND AND WETLAND
CONSERVATION DETERMINATION
I. Name of USDA Agency or Person Requesting Determination
Name and Address of Person 2. Date or rtequest
GiAts
3. county
5 F5.Farm No. and Tract No.
/-i�g T- / *7,5 -3
SECTION I - HIGHLY ERODIBLE LAND
i. Is soil survey now. available for making a highly erodible land determination? Yes ®, No ❑
F. Are there highly erodible soil map units on this farm? Yes 19 No ❑
L List highly erodible fields that, according to ASCS records, were used to produce an agricultural commodity in any
crop year during 1.9814985.`-
�. List highly erodible fields that have been or will be converted for the production of agricultural commodities and,
according to ASCS records, were not used for this purpose in any crop year during 1981-1985; and were not
enrolled in a USDA set -aside or diversion program.
10. This Highly Erodible Land determination was com pleted in the: Office ❑ Field
SECTION II -WETLAND
11. Are there hydric soils on this farm? Yes No ❑
12. Wetlands (W), including abandoned wetlands, or Farmed Wetlands (FW) or Farmed Wetlands Pasture (FWP).
Wetlands may be farmed under natural conditions. Farmed Wetlands and Farmed Wetlands Pasture may be
farmed and maintained in the same manner as they were prior to December 23, 1985, as long as they are not
abandoned.
13. Prior Converted Cropland (PC). Wetlands that were converted prior to December 23,1985. The use, management,
drainage, and alteration of prior converted cropland (PC) are not subject to the wetland conservation provisions unless
the area reverts to wetland as a result of abandonment. . .
14. Artificial Wetlands (AW). Artificial wetlands includes irrigation -induced wetlands. These wetlands are not subject
to the wetland conservation provisions.
15. Minimal Effect Wetlands (MW). These wetlands are to be farmed according to the minimal -effect agreement signed
at the time the minimal -effect determination was made.
16. Mitigation Wetlands (MIW). Wetlands on which a person is actively mitigating a frequently cropped area or a wetland
converted between December 23,1985 and November 28,1990. : -
17. Restoration with Violation (RVW-year). A restored wetland that was in violation as a result of conversion after
November 28,1990, or the planting of an agricultural commodity or forage crop.
18. Restoration without Violation (RSW). A restored wetland converted between December 23, 1985 and
- November 28,1990, on which an agricultural commodity has not been planted.
19. Replacement Wetlands (RPW). Wetlands which are converted for purposes other than to increase production,
where the wetland values are being replaced at a second site. _
20. Good Faith Wetlands (GFW+year). • Wetlands on which ASCS has determined a violation to be in good faith and the
wetland has been restored.
21. Converted Wetlands (CW). Wetlands converted after December 23,1985 and prior to November 28,1990. In any
year that an agricultural commodity is planted on these Converted Wetlands, you will be ineligible for USDA benefits.
22. Converted Wetland (CW+year). Wetlands converted after November 28, 1990. You will be ineligible for USDA
program benefits until this wetland is restored.
23. Converted Wetland Non -Agricultural use (CWNA). Wetlands that are converted for trees, fish production, shrubs,
cranberries, vineyards or building and road construction.
24. Converted Wetland Technical Error (CWTE). Wetlands that were converted as a result of incorrect determination
FIELD NO.(s) I TOTAL ACRES
FIELD NO-(s) i TOTAL ACRES
by SCS.
are considered maintenance and are in compliance
25. The planned alteration measures on wetlands in fields
with FSA.
are not considered to be maintenance and if
26. The planned alteration measures on wetlands in fields
. ii a —ai rho area in become a Converted Wetland (CW). See item 22 for information on CW+year. q
27. The wetland determination was completed in the office M field Iand was del
28. Remarks. e_ � d^.c aw"
to the person on
61/ /'n 6
itfcs c,J lcv�.d r 7-- q-7 3 /V.s -21 v4 "122.
1 certify that the above determination is correct and adequate for use in determining 30.
eligibility for USDA program benefits, and that wetland hydrology, hydric soils, and
hydrophytic vegetation under normal circumstances exist on all areas outlined as
programs of the Soil conservation Service available without Mary [ 09a
SCS Coply �
r JA=
coin, sex, age, or
v" t PS (,- -
31. Date

Lagoon Sour�-h
6. SUMMARY
Temporary storage period____________________>
180
Rainfall in excess of evaporation=====______>
7.0
25 year - 24 hour rainfall__________________>
7.0
Freeboard___________________________________>
1.0
Side slopes_________________________________>
2.5
Inside top length___________________________>
115.0
Inside top width____________________________>
220.0
Top of dike elevation_______________________>
41.5
Bottom of lagoon elevation__________________>
30.5
Total required volume_______________________>
160196
Actual design volume________________________>163583.33
Seasonal high watertable elevation (SHWT)===>
34.3
Stop pumping elev.__________________________>
37.8
Must be > or = to the SHWT elev.====______>
34.3
Must be > or = to min. req. treatment el.=>
36.5
Required minimum treatment volume=====______>
105030
Volume at stop pumping elevation=====_______>
105487
Start pumping elev.====--------------------------- >
39.8
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr - 24 hr rainfall===>
148825
Volume at start pumping elevation=====______>
147424
Required volume to be pumped________________>
40407
Actual volume to be pumped__________________>
41936
Min. thickness of soil line hen required==>
1.6
days
inches
inches
f eet
1
f eet
f eet
f eet
f eet
cu. ft.
cu. ft.
f eet
feet
f eet
f eet
cu. ft.
cu. ft.
f eet
cu. ft.
cu. ft.
cu. ft.
cu. ft.
f eet
7. DESIGNED BY:C. (SC.V��� APPROVED BY:
DATE: V 23 - 9 d-- DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:

15. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
115.0 220.0 25300.0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 25300.0 square feet
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 = 105030 lbs. ALW/135 lbs ALW * 1.37 gal/day
180 days
Volume = 191854.8 gals. or 25649.0 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 or excess water. Flush system:
that recirculate the lagoon water are accounted for in 5A.
Volume = 0.0 gallons/day * 180 days storage/7.48 gallol
per C]
Volume = 0.0 cubic feet
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amoun
180 days excess rainfall = 7.0 inches
Volume = 7.0 inches * DA / 12 inches per foot
Volume = 14758.3 cubic feet
5D. Volume of 25 year - 24 hour storm
Volume = 7.0 inches / 12 inches per foot * DA
Volume = 14758.3 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 25649 cubic feet
5B. 0 cubic feet
5C. 14758 cubic feet
5D. 14758 cubic feet
TOTAL 55166 cubic feet

5. Department of Agriculture NC-ENG-34
Soil Conservation Service September 1980
File Code: 210
Baru
HAZARD CLASSIFICATION DATA SHEET FOR DAMS -
Landowner he I W1 S County
Community or Group No.
Conservation Plan No.
Estimated Depth of Water to Top of Dam (P-5 Ft. Length of Flood Pool 2a p Ft.
Date of Field Hazard Investigation 3 -1 le -1� _
Evaluation by reach of flood plain downstream to the point of estimated minor effect
from sudden dam failure.
Est. ev. :Est. Elevation
Kind of :Improvements: of Breach
Reach: Length: Width: Slope:. Land Use : Improvements Above :Floodwater Above
Flood Plain: Flood Plain
Ft. Ft. %. Ft. Ft.
We 0J S
2 .
3 .
Describe potential for loss of life and damage to existing or probable future downstream
improvements from a sudden breach None - ,N.ddeAj g ipe.�k �aaas .vim ►�.��._ o_ _
�aT� car a�oPer� �pr� i�Jd,/� � �r:�K�0.ry csf J��r'�►.�at_� c5c.`ir4w,�
Hazard Classification of49am (I b, c) (see NEM-Part 520.21)
Dam Classification (I,(D, III, IV, V)
By /-U. Date
name title
Concurred By
name) (title)�
NOTE: 1. Instructions on reverse side.
2. Attach additional sheets as needed.
Date

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:

• 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.

a
III
M
' - �. -..i� ''+A• •' Yam•, �� • _ -�
'14A •�
-JL
� � ice.. • -
Y r
t r"2
A'j

ROY COOPER
Governor
MICHAEL S. REGAN
$eerefory
L1NDA CULPEPPER
Dimetor
NORTH CAROLINA
Environmental Quality
February 27, 2019
Julian B Nelms
N & W Pig Farms
601 E Main St
Fremont, NC 27830
Subject: Application for Renewal of Coverage for Expiring State General Permit
Dear Permittee:
2019
MAR 2 6
Your facility is currently approved for operation under one of the Animal Waste Operation State Non -Discharge General Permits,
which expire on September 30, 2019. Copies of the new animal waste operation State Non -Discharge General Permits are available
at htt s://deL .nc. ov/about/divisions/water-resources/water ualitN -re ional-o erations/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 -, our continued coverage under the State Non-DischaMe General Permits. you must submit an application for
permit coverage to the Division. Enclosed vou will find a "Request for Certificate of Coverage Facilit Currenth Covered by an
Expiring State Non -Discharge General Permit." The application form must be completed. signed and returned bk April 3. 2019.
Please note that you must include one (11 corn of the Certified Animal Waste Management Plan ,{CAWMP) with the
completed and signed application form. A list of items included in the CAWMP can be found on pane 2 of the renewal
application form.
Failure to request renewal of your coverage under a general permit within the time period specified may result in a civil penalty.
Operation of your facility without coverage under a valid general permit would constitute a violation of NCGS 143-215.1 and could
result in assessments of civil penalties of up to $25,000 per day.
If you have any questions about the State Non -Discharge General Permits, the enclosed application, or any related matter please feel
free to contact the Animal Feeding Operations Branch staff at 919-707-9100.
Sincerely,
A ;L_�
Jon Risgaard, Section Chief
Animal Feeding Operations and Groundwater Section
Enclosures
cc (w/o enclosures): Washington Regional Office, Water Quality Regional Operations Section
Wayne County Soil and Water Consery ' -Diu- ict
AFOG Section Central Files Vi'S960046 }
Maxwell Foods LLC
Nsrth�n�'_msDzpsrtrnemt,�Eavr+�mrr=nta�4a3au j Diw�s�maf1S'aterRe�a:¢s•r.=s
T � � 512 N. 9s''sbu y St. j 163E Mal. Servre Center I kz _ gF, Nor,&, Camivis 2769B-1636
919.707:° DDO

Nutrients applied in accordance with this plan will be supplied from the
following source(s):
Commercial Fertilizer is not included in this plan.
S5
Swine Nursery Lagoon Liquid waste generated 1,337,000 gals/year by a 7,000 animal
Swine Nursery Lagoon Liquid operation. This production facility has waste storage
capacities of approximately 180 days.
Estimated Pounds of Plant Available Nitrogen Generated per Year
Broadcast
3079
Incorporated
5289
Injected
5824
Irrigated
3347
Max. Avail.
PAN (lbs)*
Actual PAN
Applied 0bs)
PAN Surplus/
Deficit (lbs)
Actual Volume
Applied (Gallons)
Volume Surplus/
Deficit (Gallons)
Year 1
3,347
8531
-5,184
3,407,517
-2,070,517
Year 2
3,347
8746
-5,399
3,493,548
-2,156,548
Year 3
3,347
3485
-138
1,392,218
-55,218
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 method(s) identified in the plan for this source.
925041 Database Version 3.1 Date Printed: 03-18-2019 Source Page 1 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
4753
l
17.58
3.45
N/A
Norfolk
Corn, Grain
* 135 bu.
Wheat, Grain
59 bu.
Soybeans, Manured, Double Crop
34 bu.
Cotton
858 tbs.
4753
2
17.58
1.51
N/A
Norfolk
Corn, Grain
*135 bu.
Wheat, Grain
59 bu.
Soybeans, Manured, Double Crop
34 bu.
Cotton
858 lbs.
4753
3
17.58
1.59
N/A
Craven
Corn, Grain
*110 bu.
Wheat, Grain
*41 bu.
Soybeans, Manured, Double Crop
*27 bu.
Cotton
*621 lbs.
4753
4
17.58
2.07
N/A
Aycock
Corn, Grain
*156 bu.
Wheat, Grain
60 bu.
Soybeans, Manured, Double Crop
42 bu.
Cotton
925 tbs.
4753
5
17.58
3.34
N/A
Aycock
Corn, Grain
*156 bu.
Wheat, Grain
60 bu.
Soybeans, Manured, Double Crop
42 bu.
Cotton
925 lbs.
4753
6
14.11
4.01
N/A
Aycock
Corn, Grain
*156 bu.
Wheat, Grain
60 bu.
Soybeans, Manured, Double Crop
42 bu.
Cotton
925 lbs.
4753
7
14.11
3.80
N/A
Aycock
Corn, Grain
*156 bu.
Wheat, Grain
60 bu.
Soybeans, Manured, Double Crop
42 bu.
Cotton
925 lbs.
4753
8
9.00
1.51
N/A
Norfolk
Corn, Grain
* 138 bu.
Wheat, Grain
60 bu.
Soybeans, Manured, Double Crop
35 bu.
Cotton1
875 lbs.
925041 Database Version 3.1 Date Printed 3/19/2019
PCS Page I of 3
NOTE: Symbol * means user entered data.

Planned Crops Summary
Tract
Field
Total
Acres
Useable
Acres
Leaching
Index (LI)
Soil Series
Crop Sequence
RYE
4753
9
9.00
3.26
N/A
Nahunta
Corn, Grain
*150 bu.
Wheat, Grain
*60 bu.
Soybeans, Manured, Double Crop
*38 bu.
Cotton
*800 lbs.
4753
10
9.00
3.31
N/A
Nahunta
Corn, Grain
*150 bu.
Wheat, Grain
60 bu.
Soybeans, Manured, Double Crop
38 bu.
4753
11
10.39
2.39
N/A
Norfolk
Corn, Grain
*135 bu.
Wheat, Grain
59 bu.
Soybeans, Manured, Double Crop
34 bu.
4753
12
3.76
2.38
N/A
Norfolk
Corn, Grain
*138 bu.
Wheat, Grain
60 bu.
Soybeans, Manured, Double Crop
35 bu.
4753
13
4.37
1.64
N/A
Norfolk
Corn, Grain
*135 bu.
Wheat, Grain
59 bu.
Soybeans, Manured, Double Crop
34 bu.
4753
14
4.37j
1.91
N/A
Norfolk
Corn, Grain
*135 bu.
Wheat, Grain
59 bu.
Soybeans, Manured, Double Crop
34 bu.
Cotton
858 lbs.
4753
15
16.17
3.24
N/A
Norfolk
Corn, Grain
*135 bu.
Wheat, Grain
59 bu.
Soybeans, Manured, Double Crop
34 bu.
Cotton
858 lbs.
4753
16
16.17
3.57
N/A
Norfolk
Corn, Grain
*138 bu.
Wheat, Grain
60 bu.
Soybeans, Manured, Double Crop
35 bu.
Cotton
875 lbs.
PLAN TOTALS: 198.35 42.98
925041 Database Version 3.1 Date Printed 3/18/2019
PCS Page 2 of 3
NOTE: Symbol * means user entered data.

LI
Potential Leachine
Technical Guidance
Low potential to contribute to soluble
None
< 2
nutrient leaching below the root zone.
>= 2 &
Moderate potential to contribute to
Nutrient Management (590) should be planned.
<= 10
soluble nutrient leaching below the root
zone.
High potential to contribute to soluble
Nutrient Management (590) should be planned. Other conservation practices that improve
nutrient leaching below the root zone.
the soils available water holding capacity and improve nutrient use efficiency should be
> 10
considered. Examples are Cover Crops (340) to scavenge nutrients, Sod -Based Rotations
(328), Long -Term No -Till (778), and edge -of -field practices such as Filter Strips (393) and
Riparian Forest Buffers (391).
925041 Database Version 3.1 Date Printed 3/18/2019
PCS Page 3 of 3
NOTE: Symbol * means user entered data.

The Waste Utilization table shown below summarizes the waste utilization plan for this operation. This plan provides an estimate of the number of acres of
cropland needed to use the nutrients being produced. The plan requires consideration of the realistic yields of the crops to be grown, their nutrient requirements,
and proper timing of applications to maximize nutrient uptake.
This table provides an estimate of the amount of nitrogen required by the crop being grown and an estimate of the nitrogen amount being supplied by manure or
other by-products, commercial fertilizer and residual from previous crops. An estimate of the quantity of solid and liquid waste that will be applied on each field in
order to supply the indicated quantity of nitrogen from each source is also included. A balance of the total manure produced and the total manure applied is
included in the table to ensure that the plan adequately provides for the utilization of the manure generated by the operation.
Waste Utilization Table
Year 1
Tract
Field
Source
1D
Soil Series
Total
Acres
Use.
Acres
Crop
RYE
Applic.
Period
Nitrogen
PA
Nutrient
Req'd
(lbs/A)
Comm.
Fert.
Nutrient
Applied
(lbs/A)
Res.
(lbs/A)
Applic.
Method
Manure
PA
Nutrienr_•
pplied
abs/A)
Liquid
ManUICA
pplied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
SolidManut
Applied
(Field)
N
N
N
N
1000
gal/A
Tons
1000 gals
tons
4753
1
SS
Norfolk
17.58
3.45
Coin, Grain
*135 bu.
2/15-6/30
*135
0
0
hTig.
135
53.93
0.00
186.04
0.00
4753
1
SS
Norfolk
17.58
3.45
Wheat, Grain
59 bu.
9/1-4/30
123
0
0
Irrig.
62
24.57
0.00
84.75
0.00
4753
2
SS
Norfolk
17.58
1.51
Corn, Grain
*135 bu.
2/15-6/30
*135
0
0
Irrig.
135
53.93
0.00
81.43
0.00
4753
2
S5
Norfolk
17.58
1.51
Wheat, Grain
59 bu.
9/1-4/30
123
0
0
Irrig.
62
24.57
0.00
37.09
0.00
4753
3
S5
Craven
17.58
1.59
Corn, Grain
*110 bu.
2/15-6/30
*110
0
0
Irrig.
110
43.94
0.00
69.86
0.00
4753
3
S5
Craven
17.58
1.59
Wheat, Grain
*41 bu.
9/1-4/30
*76
0
0
Irrig.
38
15.18
0.00
24.13
0.00
4753
4
S5
Aycock
17.58
2.07
Corn, Grain
*156 bu.
2/15-6/30
*156
0
0
Irrig.
156
62.31
0.00
128.99
0.00
4753
4
S5
Aycock
17.58
2.07
Wheat, Grain
60 bu.
9/1-4/30
121
0
0
Irrig.
61
24.17
0.00
50.02
0.00
4753
5
S5
Aycock
17.58
3.34
Corn, Grain
*156 bu.
2/15-6/30
*156
0
0
hrig.
156
62.31
0.00
208.13
0.00
4753
5
SS
Aycock
17.58
3.34
Wheat, Grain
60 bu.
9/1-4/30
121
0
0
Irrig.
61
24.17
0.00
80.72
0.00
4753
6
S5
Aycock
14.11
4.01
Corn, Grain
*156 bu.
2/15-6/30
1 *156
0
0
Irrig.
156
62.31
0.00
249.87
0.00
4753
6
S5
Aycock
14.11
4.01
Wheat, Grain
60 bu.
9/1-4/30
121
0
0
brig.
61
24.17
0.00
96.91
0.00
4753
7
S5
Aycock
14.11
3.80
Corn, Grain
*156 bu.
2/15-6/30
*156
0
0
brig.
156
62.31
0.00
236.79
0.00
4753
7
SS
jAycock
14.11
3.80
Wheat, Grain
60 bu.
9/1-4/30
121
0
0
Irrig.
61
24.17
0.00
91.83
0.00
4753
8
S5
Norfolk
9.00
1.51
Com, Grain
*138 bu.
2/15-6/30
*138
0
0
Irrig.
138
55.12
0.00
83.24
0.00
4753
1 8
SS
Norfolk
9.00
1.51
Wheat, Grain
60 bu.
9/1-4/30
125
1 0
0
1 hrig.
63
24.97
0.00
37.701
0.00
925041 Database Version 3.1 Date Printed: 3/18/2019 WUT Page 1 of 6

yra5ce, UTIM6311011 Ittr;rte
Yiear i
Tract
Field
Source
ID
Soil Series
Total
Acres
Use.
Acres
Crop
RYE
Applic.
Period
Nihrogen
PA
Nutrient
Req'd
0bs/A)
Comm.
Fen.
Nutrient
Applied
pbs/A)
Res.
(lbs/A)
Applic.
Method
Manure
PA
Nutrienr.•
pplied
(lbs/A)
Liquid
ManureA
pplied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid Manus
Applied
(Field)
N
N
N
N
1000
gal/A
Tons
1000 gals
tons
4753
9
S5
ahunta
9.00
3.26
Corn, Grain
*150 bu.
2/15-6/30
*150
0
0
brig.
150
59.92
0.00
195.33
0.00
4753
9
SS
Nahunta
9.00
3.26
Wheat, Grain
*60 bu.
9/14/30
* 112
0
0
brig.
56
22.37
0.00
72.92
0.00
4753
10
S5
Nahunta
9.00
3.31
Corn, Grain
*150 bu.
2/15-6/30
*150
0
20
Irrig.
130
51.93
0.00
171.88
0.00
4753
10
SS
Nahunta
9.00
3.31
Wheat, Grain
60 bu.
9/1-4/30
112
0
0
Irrig.
561
22.37
0.00
74.04
0.00
4753
11
SS
INorfolk
10.39
2.39
Corn, Grain
*135 bu.
2/15-6/30
*135
0
20
Irrig.
115
45.94
0,00
109.79
0.00
4753
11
S5
Norfolk
10.39
2.39
Wheat, Grain
59 bu.
911-4/30
123
0
0
Irrig.
62
24.57
0.00
58.71
0.00
4753
12
S5
Norfolk
3.76
2.38
Corn, Grain
*138 bu.
2/15-6/30
*138
0
20
Irrig.
118
47.13
0.00
112.18
0.00
4753
12
S5
Norfolk
3.76
2.38
Wheat, Grain
60 bu.
9/1-4/30
125
0
0
Irrig.
63
24.97
0.001
59.42
0.00
4753
13
SS
INorfolk
4.37
1.64
Corn, Grain
*135 bu.
2/15-6/30
*135
0
20
Irrig.
115
45.94
0.00
75.34
0.00
4753
13
SS
Norfolk
4.37
L64
Wheat, Grain
59 bu.
9/1-4/30
l23
0
0
Irrig.
62
24.57
0.00
40.29
0.00
4753
14
S5
Norfolk.
4.37
1.91
Corn, Grain
*135 bu.
2/15-6/30
*135
0
0
Irrig.
135
53.93
0.00
103.00
0.00
4753
14
S5
Norfolk
4.37
1.91
Wheat, Grain
59 bu.
9/1-4/30
l23
0
0
brig.
62
24.571
0.00
46.92
0.00
4753
15
SS
Norfolk
16.17
3.24
Corn, Grain
*135 bu.
2/15-6/30
*135
0
0
brig.
135
53.93
0.00
174.72
0.00
4753
15
SS
Norfolk
16.171
3.241
Wheat, Grain
59 bu.
9/1-4/30
123
0
0
brig.
62
24.57
0.00
79.59
0.00
4753
16
S5
N.,flk
16.17
3.57
Corn, Grain
*138 bu.
2/15-6/30
*138
0
0
Irrig.
138
55.12
0.00
196.79
0.00
4753
16
SS
lNorfolk
16.17
3.57
Wheat, Grain
60 bu.
9/1-4/30
125
0
0
Irrig.
63
24.97
0.00
89.13
0.00
Total Applied, 1000 gallons
3,407.52
Total Produced, 1000 gallons
1,337.00
Balance, 1000 gallons
-2,070.52
Total Applied, tons
0.00
Total Produced, tons
0.00
Balance, tons
0.00
Notes: I In the tract column, - symbol means leased, otherwise, owned. 2. Symbol * means user entered data.
925041 Database Version 3.1 Date Printed: 3/18/2019 WUT Page 2 of 6

Waste Utilization Table
Year 2
Tract
Field
Source
ID
Soil Series
Total
Acres
Use.
Acres
Crop
RYE
Applic.
Period
Nitrogen
PA
Nutrient
Req'd
(lbs/A)
Comm.
Fert.
Nutrient
Applied
(lbs/A)
Res.
(lbs/A)
Applic.
Method
Manure
PA
NutrienIA
pplied
(lbs/A)
Liquid
Manurc
pplied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid Manur
Applied
(Field)
N
N
N
N
1000
gal/A
Tons
1000 gals
tons
4753
1
SS INorfolk
17.58
3.45
Wheat, Grain
59 bu.
9/1-4/30
123
0
0
Irrig.
62
24.57
0.00
84.75
0.00
4753
1
S5
Norfolk
17.58
3.45
Soybeans, Manured, Double Crop
34 bu.
4/1-9/15
133
0
0
Irrig.
133
53.13
0.00
183.28
0.00
4753
2
SS
Norfolk
17.58
1.51
Wheat, Grain
59 bu.
9/1-4/30
123
0
0
Irrig.
62
24.57
0.00
37.09
0.00
4753
2
S5
Norfolk
17.58
1.51
Soybeans, Manured, Double Crop
34 bu.
4/1-9/15
133
0
0
Irrig.
133
53.13
0.00
80.22
0.00
4753
3
S5
Craven
17.58
1.59
Wheat, Grain
*41 bu.
9/1-4/30
*76
0
0
brig.
38
15.18
0.00
24.13
0.00
4753
3
S5
Craven
17.58
1.59
Soybeans, Manured, Double Crop
*27 bu.
4/1-9/15
*104
0
0
Irrig.
104
41.54
0.00
66.05
0.00
4753
4
S5
Aycock
17.58
2.07
Wheat, Grain
60 bu.
9/1-4/30
121
0
0
brig.
61
24.17
0.00
50.02
0.00
4753
4
S5
Aycock
17.58
2.07
Soybeans, Manured, Double Crop
42 bu.
4/1-9/15
163
0
0
Irrig.
163
65.11
0.00
134.78
0.00
4753
5
S>
Aycock
17.58
3.34
Wheat, Grain
60 bu.
9/1-4/30
121
0
0
Irrig.
61
24.17
0.00
80.72
0.00
4753
5
S5
Aycock
17.58
3.34
Soybeans, Manured, Double Crop
42 bu.
4/1-9/15
163
0
0
brig.
163
65.11
0.00
217.46
0.00
4753
6
S5
Aycock
14.11
4.01
Wheat, Grain
60 bu.
9/1-4/30
121
0
0
hTig.
61
24.17
0.00
96.91
0.00
4753
6
S5
Aycock
14.11
4.01
Soybeans, Manured, Double Crop
42 bu.
4/1-9/15
163
0
0
Irrig.
1631
65.11
0.00
261.09
0.00
4753
7
S5
Aycock
14.11
3.80
Wheat, Grain
60 bu.
9/1-4/30
121
0
0
Irrig.
61
24.17
0.00
91.83
0.00
4753
7
S5
Aycock
14.11
3.80
Soybeans, Manured, Double Crop
lWheat, Grain
42 bu.
4/1-9/15
163
0
0
Irrig.
163
65.11
0.00
247.41
0.00
4753
8
SS
INorfolk
9.00
1.51
60 bu.
9/1-4/30
125
0
0
Irrig.
63
24.97
0.00
37.70
0.00
4753
8
S5
Norfolk
9.00
1.51
Soybeans, Manured, Double Crop
35 bu.
4/1-9/15
137
0
0
Irrig.
1 137
54.721
0.00
82.63
0.00
4753
9
S5
Nahunta
9.00
3.26
Wheat, Grain
*60 bu.
9/1-4/30
*112 1
0
0
Irrig.
56
22.37
0.00
72.92
0.00
4753
9
SS
Nahunta
9.00
3.26
Soybeans, Manured, Double Crop
*38 bu.
411-9/15
*146
0
0
brig.
146
58.32
0.00
190.121
0.00
4753
10
SS
Nahunta
9.00
3.31
Wheat, Grain
60 bu.
9/1-4/30
112
0
0
brig.
56
22.37
0.00
74.04
0.00
4753
10
S5
Nahunta
9.00
3.31
Soybeans, Manured, Double Crop
38 bu.
4/1-9/15
146
0
0
brig.
146
58.32
0.00
193.03
0.00
4753
11
S5
Norfolk
10.39
2.39
Wheat, Grain
59 bu.
9/1-4/30
123
0
0
brig.
62
24.57
0.00
58.71
0.00
4753
11
S5
Norfolk
10.39
2.39
Soybeans, Manured, Double Crop
34 bu.
4/1-9/15
133
0
0
1 brig.
133
53.13
0,001
126.97
0.00
925041 Database Version 3.1 Date Printed: 3/18/2019 WUT Page 3 of 6

Waste lU tllizol-Ion i'a ble
Year 2
Tract
Field
Source
ID
Soil Series
Total
Acres I
Use,
Acres
Crop
RYE
Applic.
Period
Nitrogen
PA
Nutrient
Req'd
(lbs).4)
Comm.
Fert.
Nutrient
Applied
(lbs/A)
Res.
(lbs/A)
Applic.
Method
Manure
PA
Nutrient
pplied
(lbs/A)
Liquid
Manure'
pplied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
SolidManu
Applied
(Field)
N
N
N
N
1000
gal/A
Tons
1000 gals
tons
4753
1 12
S5
Norfolk
3.76
2.38
Wheat, Grain
60 bu.
9/1-4/30
125
0
1 0
1 Irrig.
63
24.97
0.00
59.42
0.00
4753
12
S5
Norfolk
3.76
2.38
Soybeans, Manured, Double Crop
35 bu.
4/1-9/15
137
0
0
Irrig.
137
54.72
0.00
130.24
0.00
4753
13
S5
1 Norfolk
4.37
1.64
Wheat, Grain
59 bu.
9/1-4/30
123
0
0
brig.
62
24.57
0.00
40.29
0.00
4753
13
S5
Norfolk
4.37
1.64
Soybeans, Manured, Double Crop
34 bu.
4/1-9/15
133
0
0
brig.
133
53.13
0.00
87.13
0.00
4753
14
S5
Norfolk
4.37
1.91
Wheat, Grain
59 bu.
9/1-4/30
123
0
0
brig.
62
24.57
0.00
46.92
0.00
4753
14
S5
Norfolk
4.37
1.91
Soybeans, Manured, Double Crop
34 bu.
4/1-9/15
133
0
0
Irrig.
133
53.13
0.00
101.47
0.00
4753
15
S5
Norfolk
16.17
3.24
Wheat, Grain
59 bu.
1 9/1-4/30
123
0
0
brig.
62
24.57
0.001
79.59
0.00
4753
15
SS
INorfolk
16.17
3.24
Soybeans, Manured, Double Crop
34 bu.
4/1-9/15
133
0
0
brig.
133
53.13
0.00
172.13
0.00
4753
16
S5
Norfolk
16.17
3.57
Wheat, Grain
60 bu.
9/1-4/30
125
0
0
brig.
63
24.97
0.00
89.131
0.00
4753
16
S5
Norfolk
16.17
3.57
Soybeans, Manured, Double Crop
35 bu.
4/1-9/15
137
0
0
1 Irrig.
1 137
54.721
0.00
195.36
0.00
Total Applied, 1000 gallons
3,493.55
Total Produced, 1000 gallons
1,337.00
Balance, 1000 gallons
-2,156.55
Total Applied, tons
0.00
Total Produced, tons
0.00
Balance, tons
0.00
Notes: 1. In the tract column, - symbol means leased, otherwise, owned. 2. Symbol * means user entered data.
925041 Database Version 3.1 Date Printed: 3/18/2019 WUT Page 4 of 6

Waste Utilization Table
Year 3
Tract
Field
Source
ID
Soil Series
Total
Acres
Use.
Acres
Crop
RYE
Applic.
Period
Nitrogen
PA
Nutrient
Req'd
(Ibs/A)
Comm.
Fert.
Nutrient
Applied
(lbs/A)
Res.
pbs/A)
Applic.
Method
Manure
PA
NutrientA
pplied
(Ibs/A)
Liquid
Manure
pplied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
SolidManur
Applied
(Field)
N
N
N
N
1000
gal/A
Tons
1000 gals
tons
4753
t
S5
Norfolk
17.58
3.45
Cotton
8581bs.
3/15-7/31
76
0
20
Irrig.
56
22.37
0.00
77.17
0.00
4753
2
S5
Norfolk
17.58
1.51
Cotton
858 tbs.
3/15-7/31
76
0
20
brig.
56
22.37
0.00
33.78
0.00
4753
3
S5
Craven
17.58
1.59
Cotton
*621 tbs.
3/15-7/31
*41
0
20
Irrig.
21
8.39
0.00
13.34
0.00
4753
4
S5
Aycock
17.58
2.07
Cotton
925 tbs.
3/15-7/31
75
0
20
Irrig.
55
21.971
0.00
45.48
0.00
4753
5
S5
Aycock
17.58
3.34
Cotton
925 tbs.
3/15-7/31
75
0
20
Irrig.
55
21.97
0.00
73.38
0.00
4753
6
SS
Aycock
14.11
4.01
Cotton
925 tbs.
3/15-7/31
75
0
20
trig.
55
21.97
0.00
88.10
0.00
4753
7
S5
Aycock
14.11
3.80
Cotton
925 tbs.
3/15-7/31
75
0
20
Irrig.
55
21.97
0.00
83.48
0.00
4753
8
S5
Norfolk
9.00
1.51
Cotton
8751bs.
3/15-7/31
78
0
20
brig.
58
23.17
0.00
34.98
0.00
4753
9
S5
Nahunta
9.00
3.26
Cotton
*800 lbs.
3/15-7/31
*53
0
20
brig.
33
13.18
0.00
42.97
0.00
4753
to
SS
Nahunta
9.00
3.31
Corn, Grain
*150 bu.
2/15-6/30
*150
0
20
hrig.
130
51.93
0.00
171.88
0.00
4753
10
S5
Nahunta
9.00
3.31
Wheat, Grain
60 bu.
9/1-4/30
112
0
1 0
1 Irrig.
561
22.37
0.001
74.04
0.00
4753
11
S5
Norfolk
10.39
2.39
Corn, Grain
*135 bu.
2/15-6/30
*135
0
20
1 Irrig.
115
45.94
0.00
109.79
0.00
4753
11
SS
Norfolk
10.39
2.39
Wheat, Grain
59 bu.
9/1-4/30
123
0
0
hrig.
62
24.57
0.00
58.711
0.00
4753
12
SS
INorfolk
3.76
2.38
Corn, Grain
*138 bu.
2/15-6/30
*138
0
20
Irrig.
118
47.13
0.00
112.18
0.00
4753
12
S5
Norfolk,
3.76
2.38
Wheat, Grain
60 bu.
9/1-4/30
125
0
0
Irrig.
63
24.97
0.00
59.42
0.00
4753
13
S5
Norfolk
4.37
1.64
Corn, Grain
*135 bu.
2/15-6/30
*135
0
20
Irrig.
115
45.94
0.00
75.34
0.00
4753
13
S5
Norfolk
4.37
1.64
Wheat, Grain
59 bu.
1 9/1-4/30
123
0
0
brig.
62
24.57
0.00
40.291
0.00
4753
14
S5
Norfolk
4.37
1.91
Cotton
8581bs.
3/15-7/31
76
0
20
Irrig.
56
22.37
0.00
42.73
0.00
4753
1 15
SS
iNorfolk
16.17
3.24
Cotton
858 tbs.
3115-7/31
76
0
20
Irrig.
56
22.37
0.00
72.48
0.00
4753
16
SS
Norfolk
16.17
3.57
Cotton
875 tbs.
1 3/15-7/31
78
0
20
trig.
58
23.17
0.00
82.71
0.00
925041 Database Version 3.1 Date Printed: 3/18/2019 WUT Page 5 of 6

VV d54tr U iffli :1111P[II t a I Re
Ir ea r a
Tract
Field
Source
ID
Soil Series
Total
Acres
Use.
Acres
Crop
RYE
Applic.
Period
Nitrogen
PA
Nutrient
Req'd
(Ibs/A)
Comm.
Fert.
Nutrient
Applied
(lbs/A)
Res.
(lbs/A)
Applic.
Method
Manure
PA
NutnenO
pplied
(lbs/A)
Liquid
Manure.A
pphed
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
SolidManul
Applied
(Field)
N
N
N
N
1000
gal/A
Tons
1000 gals
tons
Total Applied,
1000 gallons
1,392.22
Total Produced, 1000 gallons
1,337.00
Balance, 1000 gallons
-55.22
Total Applied, tons
0.00
Total Produced, tons
0.00
Balance, tons
0.00
Notes: 1 In the tract column, — symbol means leased, otherwise, owned. 2. Symbol * means user entered data.
925041 Database Version 3.1 Date Printed: 3/18/2019 WUT Page 6 of 6

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)
4753
1
Norfolk
0.50
1.0
4753
2
N orfolk
0.50
1.0
4753
3
Craven
0.40
1.0
4753
4
Aycock
0.35
1.0
4753
5
Aycock
0.35
1.0
4753
6
Aycock
0.35
1.0
4753
7
Aycock
0.35
1.0
4753
8
Norfolk
0.50
1.0
4753
9
N ahunta
0.40
1.0
4753
10
\ahunta
0.40
1.0
4753
11
N orfolk
0.50
1.0
4753
12
Norfolk
0.50
1.0
4753
13
Norfolk
0.50
1.0
4753
14
N orfolk
0.50
1.0
4753
15
Norfolk
0.50
1.0
4753
16
Norfolk
0.50
1.0
925041 Database Version 3.1 Date Printed 3/18/2019 IAF Page i 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 Nursery Lagoon Sludge - Standard
k:orn 120 bu
150
13.16
17.82
35.63
53.45
I ;ay 6 ton R. Y. E.
300
26.32
8.91
17.82
26.73
soybean 40 bu
160
14.04
16.70
33.41
50.11
925041 Database Version.). I Date Printed: 03-18-2019 Sludge Page 1 of 1

The Available Waste Storage Capacity table provides an estimate of the number of days of storage
capacity available at the end of each month of the plan. Available storage capacity is calculated as the
design storage capacity in days minus the number of days of net storage volume accumulated. The start
date is a value entered by the user and is defined as the date prior to applying nutrients to the first crop in
the plan at which storage volume in the lagoon or holding pond is equal to zero.
Available storage capacity should be greater than or equal to zero and less than or equal to the design
storage capacity of the facility. If the available storage capacity is greater than the design storage
capacity, this indicates that the plan calls for the application of nutrients that have not yet accumulated.
If available storage capacity is negative, the estimated volume of accumulated waste exceeds the design
storage volume of the structure. Either of these situations indicates that the planned application interval
in the waste utilization plan is inconsistent with the structure's temporary storage capacity.
Av,qil,qhle Waste Storage Canacity
Source Name
I Swine Nursery Lagoon Liquid
Design Storage Ca achy Days
Start Date
9/1
180
Plan Year
Month
Available Storage Capacity (Days)
1
1
28
I
2
0
1
3
164
1
4
180
1
5
180
1
6
150
1
7
119
1
8
88
1
9
142
1
10
180
1
11
180
1
12
149
2
1
118
2
2
180
2
3
180
2
4
180
2
5
149
2
6
180
2
7
180
-- — 2
8
180
2
9
180
2
10
149
2
11
119
2
12
88
3
1
57
3
''
29
925041 Database Version 3.1 Date Printed: 03-18-2019 Capacity Page i of 2

Availohle Waste StoraL=e Canavity
Source Name
Swine Nursery Lagoon Liquid
Design Storage Capacity (Days)
Start Date
9/ 1
180
Plan Year
Month
Available Storage Capacity (Days)
3
3
36
3
4
98
3
5
159
3
6
176
3
7
180
3
8
149
3
9
138
3
10
126
3
11
121
3
12
90
* Available Storage Capacity is calculated as of the end of each month.
925041 Database Versinn 3 1 Date Printed: 03-18-2019 Capacity Page 2 of 2

Required Specifications For Animal Waste Management
1. Animal waste shall not reach surface waters of the state by runoff, drift,
manmade conveyances, direct application, or direct discharge during
operation or land application. Any discharge of waste that reaches surface
water is prohibited.
2. There must be documentation in the design folder that the producer
either owns or has an agreement for use of adequate land on which to
properly apply the waste. If the producer does not own adequate land to
properly dispose of the waste, he/she shall provide evidence of an
agreement with a landowner, who is within a reasonable proximity,
allowing him/her the use of the land for waste application. It is the
responsibility of the owner of the waste production facility to secure an
update of the Nutrient Management Plan when there is a change in the
operation, increase in the number of animals, method of application,
receiving crop type, or available land.
3. Animal waste shall be applied to meet, but not exceed, the nitrogen needs
for realistic crop yields based upon soil type, available moisture, historical
data, climatic conditions, and level of management, unless there are
regulations that restrict the rate of applications for other nutrients.
4. Animal waste shall be applied to land eroding less than 5 tons per acre
per year. Waste may be applied to land eroding at more than 5 tons per
acre per year but less than 10 tons per acre per year provided grass filter
strips are installed where runoff leaves the field (see USDA, NRCS Field
Office Technical Guide Standard 393 - Filter Strips).
5. Odors can be reduced by injecting the waste 'or by disking after waste
application. Waste should not be applied when there is danger of drift
from the land application field.
6. When animal waste is to be applied on acres subject to flooding, waste
will be soil incorporated on conventionally tilled cropland. When waste is
applied to conservation tilled crops or grassland, the waste may be
broadcast provided the application does not occur during a season prone
to flooding (see "Weather and Climate in North Carolina" for guidance).
925041 Database Version 3.1 Date Printed: 3/18/2019 Specification Page 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.
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.
925041 Database Version 3 1 Date Printed: 3/18/2019 Specification Paae 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.
925041 Database Version 3.1 Date Printed: 3/18/2019 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.
925041 Database Version 3.1 Bate Printed: 3/18/2019 Specification Page 4

Crop Notes
The following crop note applies to field(s): 9, 10
Corn 1: CP, Mineral Soil, low -leachable
In the Coastal Plain, corn is normally planted when soil temperatures reach 52 to 55 degrees fahrenheit.
Review the Official Variety "green book" and information from private companies to select a high
yielding variety with the characteristics needed for your area and conditions. Plant 1-2" deep. Plant
populations should be determined by the hybrid being planted. Increase the seeding rate by 10% when
planting no -till. Phosphorus and potassium recommended by a soil test can be broadcast or banded at
planting. When planting early in cool, wet soil, banded phosphorus will be more available to the young
plants. An accepted practice is to apply 20-301bs/acre N and 20-30 lbs/acre phosphorus banded as a
starter and one-half the remaining N behind the planter. The rest of the N should be applied about 30-40
days after emergence. The total amount of N is dependent on soil type. When including a starter in the
fertilizer program, the recommended potassium and any additional phosphorus is normally broadcast at
planting. Plant samples can be analyzed during the growing season to monitor the overall nutrient status
of the corn. Timely management of weeds and insects are essential for corn production.
The following crop note applies to field(s): 3
Corn 1: CP, Mineral Soil, low -leachable
In the Coastal Plain, corn is normally planted when soil temperatures reach 52 to 55 degrees fahrenheit.
Review the Official Variety "green book" and information from private companies to select a high
yielding variety with the characteristics needed for your area and conditions. Plant 1-2" deep. Plant
populations should be determined by the hybrid being planted. Increase the seeding rate by 10% when
planting no -till. Phosphorus and potassium recommended by a soil test can be broadcast or banded at
planting. When planting early in cool, wet soil, banded phosphorus will be more available to the young
plants. An accepted practice is to apply 20-30 lbs/acre N and 20-30 lbs/acre phosphorus banded as a
starter and one-half the remaining N behind the planter. The rest of the N should be applied about 30-40
days after emergence. The total amount of N is dependent on soil type. When including a starter in the
fertilizer program, the recommended potassium and any additional phosphorus is normally broadcast at
planting. Plant samples can be analyzed during the growing season to monitor the overall nutrient status
of the corn. Timely management of weeds and insects are essential for corn production.
925041 Database Version 3.1 Date Printed: 03-18-2019 Crop Note Page 1 of 8

The following crop note applies to field(s): 4, 5, 6, 7
Corn CP, Mineral Soil, highly leachable
In the Coastal Plain, corn is normally planted when soil temperatures reach 52 to 55 degrees fahrenheit.
Review the Official Variety "green book" and information from private companies to select a high
yielding variety with the characteristics needed for your area and conditions. Plant 1-2" deep. Plant
populations should be determined by the hybrid being planted. Increase the seeding rate by 10% when
planting no -till. Phosphorus and potassium recommended by a soil test can be broadcast or banded at
planting. When planting early in cool, wet soil, banded phosphorus will be more available to the young
plants. An accepted practice is to apply 20-30 lbs/acre N and 20-30 lbs/acre phosphorus banded as a
starter and one-half the remaining N behind the planter. The rest of the N should be applied about 30-40
days after emergence. The total amount of N is dependent on soil type. When including a starter in the
fertilizer program, the recommended potassium and any additional phosphorus is normally broadcast at
planting. Apply 20-40 lbs/acre sulfur; 1/4 at planting and the remainder with the rest of the N. Plant
samples can be analyzed during the growing season to monitor the overall nutrient status of the corn.
Timely management of weeds and insects are essential for corn production.
The following crop note applies to field(s): 1, 2, 8, 11, 12, 13, 14, 15, 16
Corn: CP, Mineral Soil, medium leaching
In the Coastal Plain, corn is normally planted when soil temperatures reach 52 to 55 degrees fahrenheit.
Review the Official Variety "green book" and information from private companies to select a high
yielding variety with the characteristics needed for your area and conditions. Plant 1-2" deep. Plant
populations should be determined by the hybrid being planted. Increase the seeding rate by 10% when
planting no -till. Phosphorus and potassium recommended by a soil test can be broadcast or banded at
planting. When planting early in cool, wet soil, banded phosphorus will be more available to the young
plants. An accepted practice is to apply 20-30 lbs/acre N and 20-30 lbs/acre phosphorus banded as a
starter and one-half the remaining N behind the planter. The rest of the N should be applied about 30-40
days after emergence. The total amount of N is dependent on soil type. When including a starter in the
fertilizer program, the recommended potassium and any additional phosphorus is normally broadcast at
planting. Plant samples can be analyzed during the growing season to monitor the overall nutrient status
of the corn. Timely management of weeds and insects are essential for corn production.
925041 Database Version 3:1 Date Printed: 03-18-2019 Crop Note Page 2 of 8

The following crop note applies to field(s): 9
Cotton CP, Mineral Soil, low -leachable
In the Coastal Plain, cotton is normally planted from April 15-May 5 when warm(above 65 F)
temperatures and dry weather are present and predicted to remain for at least 5 to 7 days after planting.
Avoid planting after May 20 if at all possible. Review the NCSU Official Variety "green book" and
information from private companies to select a high yielding variety with characteristics needed for your
area and conditions. Plant 4-6 seed/row foot at a depth of 1/2-1 ". Adequate depth control is essential.
Recommended phosphorus and potash can be broadcast or banded at planting. Apply 20-25 lbs/acre N at
planting. Apply the remaining recommended N as a sidedress application 2 to 3 weeks after first square.
The total N needed is dependent on soil type. Apply 1.0 lb/acre actual boron either at planting or at
sidedress; or, foliar apply 1/2 lb/acre actual boron with 1/4 lb/acre applied at early bloom and the other
1/4 lb/acre about 2 weeks later. The boron needs to be available to the cotton during fruiting. Tissue
samples can be analyzed during the growing season to monitor the nutrient status of the cotton. Timely
management of insects, weeds, and excessive vegetative growth are essential for profitable cotton
production.
The following crop note applies to field(s): 3
Cotton CP, Mineral Soil, low -leachable
In the Coastal Plain, cotton is normally planted from April 15-May 5 when warm(above 65 F)
temperatures and dry weather are present and predicted to remain for at least 5 to 7 days after planting.
Avoid planting after May 20 if at all possible. Review the NCSU Official Variety "green book" and
information from private companies to select a high yielding variety with characteristics needed for your
area and conditions. Plant 4-6 seed/row foot at a depth of 1/2-1 ". Adequate depth control is essential.
Recommended phosphorus and potash can be broadcast or banded at planting. Apply 20-25 lbs/acre N at
planting. Apply the remaining recommended N as a sidedress application 2 to 3 weeks after first square.
The total N needed is dependent on soil type. Apply 1.0 lb/acre actual boron either at planting or at
sidedress; or, foliar apply 1/2 lb/acre actual boron with 1/4 lb/acre applied at early bloom and the other
1/4 lb/acre about 2 weeks later. The boron needs to be available to the cotton during fruiting. Tissue
samples can be analyzed during the growing season to monitor the nutrient status of the cotton. Timely
management of insects, weeds, and excessive vegetative growth are essential for profitable cotton
production.
MAR 9, 6 2019
925041 Database Version 3.1 Date Printed: 03-18-2019 Crop Note Page 3 of 8

The following crop note applies to field(s): 4, 5, 6, 7
Cotton CP, Mineral Soil, highly leachable
In the Coastal Plain, cotton is normally planted from April 15-May 5 when warm(above 65 F)
temperatures and dry weather are present and predicted to remain for at least 5 to 7 days after planting.
Avoid planting after May 20 if at all possible. Review the NCSU Official Variety "green book" and
information from private companies to select a high yielding variety with characteristics needed for your
area and conditions. Plant 4-6 seed/row foot at a depth of 1/2-1". Adequate depth control is essential.
Recommended phosphorus and 1/2 the potash can be broadcast or banded at planting. Apply 20-25
lbs/acre N and 5 lbs/acre sulfur at planting. Apply the remaining recommended N as a sidedress
application 2 to 3 weeks after first square. The total N needed is dependent on soil type. Also, apply at
least 20 lbs/acre sulfur and the remaining potash at or close to sidedressing. Apply 1/2 lb/acre actual
boron either at planting or at sidedress and foliar apply 1/2 lb/acre actual boron with 1/4 lb/acre applied
at early bloom and the other 1/4 lb/acre about 2 weeks later. The boron needs to be available to the cotton
during fruiting. Tissue samples can be analyzed during the growing season to monitor the nutrient status
of the cotton. Timely management of insects, weeds, and excessive vegetative growth are essential for
profitable cotton production.
The following crop note applies to field(s): 1, 2, 8, 14, 15, 16
Cotton CP: Mineral Soil, medium leachable
In the Coastal Plain, cotton is normally planted from April 15-May 5 when warm(above 65 F)
temperatures and dry weather are present and predicted to remain for at least 5 to 7 days after planting.
Avoid planting after May 20 if at all possible. Review the NCSU Official Variety "green book" and
information from private companies to select a high yielding variety with characteristics needed for your
area and conditions. Plant 4-6 seed/row foot at a depth of 1/2-1 ". Adequate depth control is essential.
Recommended phosphorus and potash can be broadcast or banded at planting. Apply 20-25 lbs/acre N at
planting. Apply the remaining recommended N as a sidedress application 2 to 3 weeks after first square.
The total N needed is dependent on soil type. Also, apply at least 20 lbs/acre sulfur either at planting or
at sidedressing. Apply 1.0 lb/acre actual boron either at planting or at sidedress; or, foliar apply 1/2
lb/acre actual boron with 1/4 lb/acre applied at early bloom and the other 1/4 lb/acre about 2 weeks later.
The boron needs to be available to the cotton during fruiting. Tissue samples can be analyzed during the
growing season to monitor the nutrient status of the cotton. Timely management of insects, weeds, and
excessive vegetative growth are essential for profitable cotton production.
925041 Database Version 3.1 Date Printed: 03-18-2019 Crop Note Page 4 of 8

The following crop note applies to field(s): 9, 10
Wheat: Coastal Plain, Mineral Soil, low -leachable
In the Coastal Plain, wheat should be planted from October 20-November 25. Plant 22 seed/drill row foot
at 1-1 1/2" deep 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. Adequate depth control when planting the wheat 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 total N is dependent on the soil type. Plant
samples can be analyzed during the growing season to monitor the nutrient status of the wheat. Timely
management of diseases, insects and weeds are essential for profitable wheat production.
The following crop note applies to field(s): 3
Wheat: Coastal Plain, Mineral Soil, low -leachable
In the Coastal Plain, wheat should be planted from October 20-November 25. Plant 22 seed/drill row foot
at 1-1 1/2" deep 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. Adequate depth control when planting the wheat 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 total N is dependent on the soil type. Plant
samples can be analyzed during the growing season to monitor the nutrient status of the wheat. Timely
management of diseases, insects and weeds are essential for profitable wheat production.
925041 Database Version 3.1 Date Printed: 03-18-2019 Crop Note Page 5 of 8

The following crop note applies to field(s): 4, 5, 6, 7
Wheat: Coastal Plain, Mineral Soil, highly leachable
In the Coastal Plain, wheat should be planted from October 20-November 25. Plant 22 seed/drill row foot
at 1-1 1/2" deep 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. Adequate depth control when planting wheat is essential. Review the NCSU Official Variety
"green book" and select a high yielding variety with the characteristics needed for your area. Apply no
more than 30 lbs/acre N at planting. Phosphorus recommended by a soil test report can also be applied at
this time. The recommended rate of potash should be split with 1/2 applied at planting and the other 1/2
applied when the N is topdressed in the Spring. The remaining N should be applied during the months of
February -March. The total N needed is dependent on the soil type. Apply sulfur at the rate of 5 lbs/acre at
planting and another 20 lbs/acre with the topdress N. Plant samples can be analyzed during the growing
season to monitor the nutrient status of the wheat. Timely management of diseases, insects and weeds are
essential for profitable wheat production.
The following crop note applies to field(s): 1, 2, 8, 11, 12, 13, 14, 15, 16
Wheat: Coastal Plain, Mineral Soil, medium leachable
In the Coastal Plain, wheat should be planted from October 20-November 25. Plant 22 seed/drill row foot
at 1-1 1/2" deep 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. Adequate depth control when planting the wheat 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 report can also be applied at this time. The remaining
N should be applied during the months of February -March. The total N is dependent on the soil type.
Plant samples can be analyzed during the growing season to monitor the nutrient status of the wheat.
Timely management of diseases, insects and weeds are essential for profitable wheat production.
925041 Database Version 3.1 Date Printed: 03-18-2019 Crop Note Page 6 of 8

The following crop note applies to field(s): 9, 10
Double -Crop Soybeans, Coastal Plain: Mineral Soil, low -leachable
Double -crop soybeans should be planted as early in June as possible with planting completed by July 4th.
When no -tilling soybeans in small grain straw, it is essential to manage the straw to achieve adequate
plant populations. Review the NCSU Official Variety "green book" and information from private
companies to select a high yielding variety with the characteristics needed for your area and conditions.
Plant 2-4 seed/row foot for 7-8" drills; 4-6 seed/row foot for 15" rows; 6-8 seed/row foot for 30" rows
and 8-10 seed/row foot for 36" rows. Increase the seeding rate by at least 10% for no -till planting.
Seeding depth should be 1-1 1/2" and adequate depth control is essential. Phosphorus and potash
recommended for the soybeans can be applied to the wheat in the Fall. Soybeans produce their own
nitrogen and are normally grown without additions of nitrogen. However, applications of 20-30 lbs/acre
N are sometimes made at planting to promote early growth and vigor. Tissue samples can be analyzed
during the growing season to monitor the overall nutrient status of the soybeans. Timely management of
weeds and insects is essential for profitable double crop soybean production.
The following crop note applies to field(s): 3
Double -Crop Soybeans, Coastal Plain: Mineral Soil, low -leachable
Double -crop soybeans should be planted as early in June as possible with planting completed by July 4th.
When no -tilling soybeans in small grain straw, it is essential to manage the straw to achieve adequate
plant populations. Review the NCSU Official Variety "green book" and information from private
companies to select a high yielding variety with the characteristics needed for your area and conditions.
Plant 2-4 seed/row foot for 7-8" drills; 4-6 seed/row foot for 15" rows; 6-8 seed/row foot for 30" rows
and 8-10 seed/row foot for 36" rows. Increase the seeding rate by at least 10% for no -till planting.
Seeding depth should be 1-1 1/2" and adequate depth control is essential. Phosphorus and potash
recommended for the soybeans can be applied to the wheat in the Fall. Soybeans produce their own
nitrogen and are normally grown without additions of nitrogen. However, applications of 20-30 lbs/acre
N are sometimes made at planting to promote early growth and vigor. Tissue samples can be analyzed
during the growing season to monitor the overall nutrient status of the soybeans. Timely management of
weeds and insects is essential for profitable double crop soybean production.
925041 Database Version 3.1 Date Printed: 03-18-2019 Crop Note Page 7 of 8

The following crop note applies to field(s): 4, 5, 6, 7
Double -Crop Soybeans, Coastal Plain: Mineral Soil, highly leachable
Double -crop soybeans should be planted as early in June as possible with planting completed by July 4th.
When no -tilling soybeans in small grain straw, it is essential to manage the straw to achieve adequate
plant populations. Review the NCSU Official Variety "green book" and information from private
companies to select a high yielding variety with the characteristics needed for your area and conditions.
Plant 2-4 seed/row foot for 7-8" drills; 4-6 seed/row foot for 15" rows; 6-8 seed/row foot for 30" rows
and 8-10 seed/row foot for 36" rows. Increase the seeding rate by at least 10% for no -till planting.
Seeding depth should be 1-1 1/2" and adequate depth control is essential. Phosphorus recommended for
the soybeans can be applied to the wheat in the Fall. Potash recommended for the soybeans should be
applied at planting. Soybeans produce their own nitrogen and are normally grown without additions of
nitrogen. However, applications of 20-30 lbs/acre N are sometimes made at planting to promote early
growth and vigor. Tissue samples can be analyzed during the growing season to monitor the overall
nutrient status of the soybeans. Timely management of weeds and insects is essential for profitable
double crop soybean production.
The following crop note applies to field(s): 1, 2, 8, 11, 12, 13, 14, 15, 16
Double -Crop Soybeans, Coastal Plain: Mineral soil, medium leachable
Double -crop soybeans should be planted as early in June as possible with planting completed by July 4th.
When no -tilling soybeans in small grain straw, it is essential to manage the straw to achieve adequate
plant populations. Review the NCSU Official Variety "green book" and information from private
companies to select a high yielding variety with the characteristics needed for your area and conditions.
Plant 2-4 seed/row foot for 7-8" drills; 4-6 seed/row foot for 15" rows; 6-8 seed/row foot for 30" rows
and 8-10 seed/row foot for 36" rows. Increase the seeding rate by at least 10% for no -till planting.
Seeding depth should be 1-1 1/2" and adequate depth control is essential. Phosphorus and potash
recommended for the soybeans can be applied to the wheat in the Fall. Soybeans produce their own
nitrogen and are normally grown without additions of nitrogen. However, applications of 20-30 lbs/acre
N are sometimes made at planting to promote early growth and vigor. Tissue samples can be analyzed
during the growing season to monitor the overall nutrient status of the soybeans. Timely management of
weeds and insects is essential for profitable double crop soybean production.
925041 Database Version 3.1 Date Printed: 03-18-2019 Crop Note Page 8 of 8

Insect Control Checklist for Animal Operations
Source Cause BMPs to Control Insects Site Specific Practices
Liquid Systems _ f�
Flush Gutters • Accumulation of solids Flush system is designed and operated
sufficiently to remove accumulated solids from !
gutters as designed.
O Remove bridging of accumulated solids at
discharge_ _
Lagoons and Pits • Crusted Solids i Maintain lagoons, settling basins and pits where
pest breeding is apparent to minimize the
crusting of solids to a depth of no more than 6 -
8 inches over more than 30% of surface.
Excessive Vegetative • Decaying vegetation Maintain vegetative control along banks of� n �"
Growth lagoons and other impoundments to prevent
accumulation of decaying vegetative matter
along watees edge on impoundment's perimeter.
Dry Systems
Feeders • Feed Spillage CI Design, operate and maintain feed systems (e.g.,
bunkers and troughs) to minimize the
accumulation of decaying wastage.
Feed Storage
O Clean up spillage on a routine basis (e.g., 7 - 10 '
day interval during summer; 15-30 day interval
during winter).
Accumulations of feed residues 0 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).
O Inspect for and remove or break up accumulated
solids in filter strips around feed storage as
needed.

Source Cause BMPs to Control Insects. Site Specific Practices
Animal Holding Areas . Accumulations of animal wastes Cl Eliminate low areas that trap moisture along
and feed wastage fences and other locations where waste
accumulates and disturbance by animals is N
minimal.
O Maintain fence rows and filter strips around
animal holding areas to minimize
• accumulations of wastes (i.e., inspect for and
remove or break u,P I ccumulated solids as
_ needed). /
Dry Manure Handling • Accumulations of animal wastes 13 Remove spillage on a routine basis (e.g., 7 - 10
Systems day interval during summer; 15-30 day interval
during winter) where manure is loaded for land )
application or disposal. /v
17 Provide for adequate drainage around manure
stockpiles.
O Inspect for and remove or break up accumulated
wastes in filter strips around stockpiles and
manure handling areas as needed.
For more information contact the Cooperative Extension Service, Department of Entomology, Box 7613, North Carolina Stale University,
Raleigh, NC, 27695-7613.
C -November 11, 1996, Page 2

m
Swine Farm Waste Management Odor Control Checklist
Source Cause BMPs to Minimize Odor _ r Site Specific Practices��
Fanustead • Swine prproduction L71 Vegetative or wooded buffers;
Ef/Recommended best management practices;
�f Good judgment and common sense t
Animal body surfaces • Diriy manure -covered animals Dry floors
Floor surfaces • Wet manure -covered floors Slotted floors;
l( Waterers located over slotted floors;
O Feeders at high end of solid floors -
El Scrape manure buildup from floors;
Underfloor ventilation for drying
Manure collection pits
• Urine;
Frequent manure removal by flush, pit recharge,
• Partial micrgbial decomposition
or scrape;�,�
O Underfloor ventilation
Ventilation exhaust fans
• Volatile gases; - -
Fan maintenance;
DustEfficien!
air movement
1 �1
Indoor surfaces
• Dust
Waslldown bc tween groups of animals;
O Feed additives;
O Feeder covers;
O Feed delivery downspout extenders to feeder
covers
f7 Flush tank covers;
Flush tanks
• Agitation of recycled lagoon
liquid while tanks are tilling
p Extend fill lines to near bottom of tanks with
_
anti -siphon vents
Flush alleys
• Agitation during wastewater
O Underfloor flush with underfloor ventilation
conveyance
!'it recharge points
Agitation of recycled lagoon
O Extend recharge lines to near bottom ol'pits
�y
liquid while pits are filling
with anti -siphon vents
/
t
A NA( )[' - _Nfr%V FrtJ ki , r I I I qlO I 51.,.... i

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

_ Source Cause UMPs to Minimize Odor Site Specific Practices
Standing water around a Improper drainage; Vr Grade and landscape such that water drains
facilities m Microbial decomposition of away from facilities
organic matter
Manure tracked onto ® Poorly maintained access roads O Farm access road maintenance
public roads from farm
access
Information:
Available From:
_Additional
Swine Manure Management; 0200 RuleBMP Packet
NCSU, County Extension Center
Swine Production Farm Potential Odor Sources and Remedies; EBAE Fact Sheet
NCSU - BAE
Swine Production Facility Manure Management: Pit Recharge - Lagoon Treatment ; EBAE 128-88
NCSU - BAE
Swine Production Facility Manure Management: Underfloor Flush - Lagoon Treatment; EBAE 129-88
NCSU - BAE
Lagoon Design and Management for Livestock Manure Treatment and Storage; EBAE 103-83
NCSU - BAE
Calibration of Manure and Wastewater Application Equipment; EBAE Fact Sheet
NCSU - BAE
Controlling Odors from Swine Buildings; PIH-33
NCSU - Swine Extension
Environmental Assurance Program ; NPPC Manual
NC Pork Producers Assoc
Options for Managing Odor; a report from the Swine Odor Task Force
NCSU Agri Communications
Nuisance Concerns in Animal Manure Management: Odors and Flies; PRO107, 1995 Conference Proceedings
Florida Cooperative Extension
AMOC - November 11, 1996, Page 5