820051_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 wilt
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.
I . Farm Number: 82-0051
2. Facility Name: A&B Ho,-, Farm
3. Landowner's Name (same as on the Waste Management Plan):
4. Landowner's Mailing Address: 2207 Moores Bridi-,e Rd
City: Rose Hill State:
Telephone Number: 910-532-4855 Ext. E-mail:
5. Facility's Physical Address: 1246 Recister Sutton Rd
City: Rose Hill State:
6. County where Facility is located- Samson
7. Farm Manager's Name (if different from Landowner):
8. Farm Manager's telephone number (include area code):
9. Integrator's Name (if there is not an Integrator, write "None"):
10. Operator Name (OIC): Bradford L. Coats
11. Lessee's Name (if there is not a Lessee, write "None"):
12. Indicate animal operation type and number:
Current Permit: ODerations Tvoc
Swine - Feeder to Finish
Operation Types:
NC
NQ
Certificate Of Coverage Number:
A & B Hog Farms Inc
Ernest Smith Farm Inc
Phone No.: 910-385-7611
Allowable Count
8,240
AWS820051
Zip: 28458
Zip: 28458
OIC #: 989084
Swine
Cattle
Dry Poultry
Other Types
Wean to Finish
Dairy Calf
Non Laying Chickens
Horses - Horses
Wean to Feeder
Dairy Heifer
Laying Chickens
Horses - Other
Farrow to Finish
Milk Cow
Pullets
Sheep- Sheep
Feeder to Finish
Dry Cow
Turkeys
Sheep - Other
Farrow to Wean
Beef Stocker Calf
Turkey Pullet
Farrow to Feeder
BeefFeeder
Boar/Stud
Beef Broad Cow
Wet Poultry
Gilts
Other
Non Laying Pullet
Other
Layers
0) NmEZ,--�N"
APR 0 3 ?P'13
Wn, I limilp

11, Waste freatment 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
"Rdlirie"
(Inches)
#2100
63,990.00
#2200
64,643.00
#2500
82,023.00
2100
2200
2500
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 CAVAT must include the following components:
1. The most recent Waste Utilization Plan (WUP), signed li, the owner and a certified technical specialiv 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/schcmatic
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 att,s't t'hat'this application has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that,
if all required parts of this application are not completed and that if all required supporting information and attachments are not
included, this application package will be returned to me as incomplete.
Note: In accordance with NC General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false statement,
representation, or certification in any application may be subject to civil penalties up to $25,000 per violation. (18 U.S.C.
Section 1001 provides a punishment by a fine of not more than $10,000 or imprisonment of not more than 5 years, or both for
a similar offense.)
Printed Name of Signing Official (Landowner, or if multiple Landowners all landowners should sign. If Landowner is a
corporation, signature should be by a principal executive officer of the corporation):
Nameh-t /L z�,A'3 )r�c- 1�649e�gTitle:
Signature: J� --�b /
Date:
Name:
Signature:
Title:
Date:
Name: Title:
Signature:
Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Telephone number: [phone]
E-mail: [e-mail]
FORM: RENEWAL -STATE GENERAL 02/2019

V,
IVe-,M)
Nutrient Management Plan For Animal Waste Utilization
This plan has been prepared for:
A&B Hog Farm
Aubrey Moore
100 Balkum Rd
Rose Hill, NC 28458
[phone]
10-06-2014
This plan has been developed by:
Greer Moore
Clear Run Farms Consulting Services
PO Box 338
Harrellsv�C 28444
(9=
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 annual waste management that are included with
this plan.
—Z
Signature (owner) Date
Signature (manager or producer) Date
This plan meets the minimum stai dards and specifications of the U.S. Department of
Agriculture - Natural Resources 'onservation Service or the standard of practices
adopted by the Soil and Wate'71nservation Commission.
'o
r ()
Plan Approved By: 254 KA-f—VJMI
Te'&hVical SDecialistUianature Date
--- ------- ----- -- -- ------- ----- ------ --------
Preview Database Version 3.1 Date Printed: 10-06-2014 Cover Page I

Nutrients applied in accordance with this plan will be supplied from the
following source(s):
Commercial Fertilizer is not included in this plan.
S7
Swine Feeder -Finish Lagoon Liquid waste generated 7,638,480 gals/year by a 8,240
animal Swine Finishing Lagoon Liquid operation. This production facility has waste
storage capacities of approximately 180 days.
Estimated Pounds of Plant Available Nitrogen Generated per Year
Broadcast
17593
Incorporated
30214
Injected
33274
Irrigated
19123
Max.Avail.
PAN (lbs)
ActualPAN
Applied Obs)
PANSur'plus/
Deficit (lbs)
Actual Volume
Applied (Gallons)
Volume Surplus/
Deficit (Gallons)
Year 1
19,123
29076
-9,953
11,614,126
-3,975,646
Year 2
19,123
30821
-11,698
12,310,998
-4,672,518
F1F-C'E1VFUi--4CQZ n/DWFI
APR 0 3 2019
--- - ---------------- --- --- -- 1- - - - -----------
Note: In source ID, S means standard source, U means user defined source.
* Max. Available PAN is calculated on the basis of the actual application method(s) identified in the plan for this source.
773760 Database Version 3.1 Date Printed: 11-03-2014 Source Page I of 1

Narrative
Producer has option of planting Summer/Winter Annual in any of the fields row cropped. Winter Annual
graze rate is 75lbs N/acre. Winter Annual hay rate is 100 lbs. N/acre.
Summer Annual Graze rate is 182 lbs. N/acre , Summer Annual hay (silage) rate is 243 lbs. N/acre.
Should a winter cover crop be turned under, only 30lbs. N/acre is allowed, and the N used per acre will
be deducted from the next receiving crop planted.
---- ----------------------------- -
773760 Database Version 3.1 Date Printed: 11-03-2014 Narrative 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 avai lab le.
Planned Crops Summary
Tract
Field
Total
Acres
Useable
Acres
Leacbing
Index(LI)
Soil Series
Crop Sequence
RYE
AB
1
3.60
3.60
N/A
Blanton
Small Grain Overseed
1.0 Tons
'Hybrid
Bermudagrass Hay
4.5 Tons
AB
15
5.401
5.40
N/A
Autyvill,
Corn, Grain
85 bu.
Wheat, Grain
45 bu.
Soybeans, Manured, Double Crop
25 bu.
AB
16
4.10
4.10
N/A lAutryville
Corn, Grain
70 bu.
Wheat, Grain
35 bu.
Soybeans, Manured, Double Crop
22 bu.
AB
17
3.101
3.10
N/A
Autryvill,
Corn, Grain
85 bu.
Wheat, Grain
45 bu.
Soybeans, Manured, Double Crop
25 bu.
AB
18
1.30
1.30
N/A
Autryville
Corn, Grain
85 bu.
Wheat, Grain
45 bu.
Soybeans, Manured, Double Crop
25 bu.
AB
19
3.90j
3.90,
N/A
Autryville
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
5.5 Tons
AB
2
2.00
2.00
N/A
Blanton
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
4.5 Tons
AB
26
1.501
1.50
N/A
Blanton
Small Grain Overseed
1-0 Tonsi
Hybrid Bermudagrass Hay
4.5 Tons
AB
27
3.70
3.70
N/A
Blanton
Small Grain Oversecd
1.0 Tons
Hybrid Bermudagrass Hay
4.5 Tons
AB
28
3.801
3.80
N/A
Blanton
Small Grain Overseed
1.0 Tons
IHybrid
Bermudagrass Hay
4.5 Tons
AB
29
3.80
3.80
N/A
Blanton
Small Grain Overseed
1.0 Tons
Hybrid Bennudagrass Hay
iSmall
4.5 Tons
AB
3
2.30
2.30
N/A
Blanton
Grain Ovcrsced
1.0 Tons
Hybrid Bermudagrass Hay
4.5 Tons
4
1 4.50
4.501
NIA
jBianton
Com, Grain
- 60 bu.
Wheat, Grain
35 bu.
Soybeans, Manured, Double Crop
21 bu.
773760 Database Version 3.1 Date Printed 11/3/2014
PCs Page I of 2
NOTE: Symbol * means user entered data.

Planned Crops Sunimary
Tract
Field
Total
Acres
Useable
Acres
Leaching
Index(LI)
Soil Series
Crop Sequence
RYE
AB
MENEEMEMM"
5
5.40
5.40
N/A
Blanton
Com, Grain
60 bu.
Wheat, Grain
35 bu.
Soybeans, Manured, Double Crop
21 bu.
AB
PPI
45.381
45.38
N/A
Blanton
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
4.5 Tons
AB
P)P2
44.47
44.47
N/A
Norfolk
om, Grain
115 bu.
Wheat Grain
60 bu.
Soybeans, Manured, Double Crop
35 bu.
PLAN TOTALS- 138.25 138.25
LI
Potential Leachin,-,
Technical Guidance
Low potential to contribute to soluble
None
< 2
nutrient leaching below the root zone.
Moderate potential to contribute to
Nutrient Management (590) should be planned.
>= 2 &
soluble nutrient leaching below the root
<=- 10
ione.
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).
773760 Database Version 3.1 Date Printed 11/3/2014 PCs Page 2 of 2
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.
Waetp I lflli7ntinn Tnhip.
Year 1
Tract
Field
Source
ID I
Soil Series
Total
Acres I
Use.
Acres
Crop
RYE
Applic.
Period I
Nitrogen
PA
Nutrient
Req'd
(lbs/A)
Comm.
Fort,
Nutrient
Applied
(lbs/A)
Res.
(lbs/A)
Manure Liquid Solid Liquid Solid
PA ManureA Manure Manure Manure
Nutrient pplied Applied Applied Applied
Applied (acre) (acre) (Field) (Field)
(lbs/A)
Applic. 1000
Method N gal/A I Tons 1000 gals tons
N
N
N i
AB
I
S7 IBlanton
3.60
3.60
Small Grain Overseed
1.0 Tons
10/1-3/31 1
50
0
0
Irrig. 50 19.971 0.001 71.90 0.00
AB
I
S7
Blanton
3.60
3.60
Hybrid Bermudagrass Hay
4.5 Tons
3/1-9/30
215
0
0
Iffig. 215 85.88 1 0.0� 309.17 0.00
AB
15
S7
Autryville
5.40
5.40ICom,
Grain
85 bu.
2/15-6/30
104
0
20
Irrig. 84 31�5 0.001 181.19 O.d
AB
15
S7
Autryville
5.40
5,40
Wheat, Grain
45 bu.
9/1-4/30
104
0
0
Irrig. 521 20.77 0.00 112.16 0.0(1
AB
16
S7
iAutryville
4.10
4. 10
Corn, Grain
70 bu.
2/15-6/30
78
0
20
Iff ig. 581 23.17 0.00 94.99 0.00
AB
16
S7
lAutryville
4.10
4. 10.
Wheat, Grain
35 bu.
9/1-4/30
70
0
0
Irrig. 35 13.98 000 57.32 0.00
AB
17
S7
Autryville
3.10
3. 10
Com, Grain
85 bu.
2/15-6/30
104
0
1 20 1
Iffig. 84 33.55 0.001 104.01, 0.00
AB
17
S7
Autryville
3.10
3. 10
Wheat Grain
45 bu.
9/14/30
104
0
0
Irrig. 52 20.77 0.00 64.39 0.00
AB
18
S7
Autryville
1.30.
1.30
Com, Grain
85 bu.
2/15-6/30
104
0
20
Iffig. 84 33.55 0.00 43.621 O.00
AB
18
S7
Autry-ville
1.30
1 30IWheat,
Grain
45 bu.
9/14130
104
0
0
Irrig. 52 20.77 0.00 27.00 0.00
AB
AB
19
19
S7
S7
Autryville
Au"ille
3.90
3.90
3.90
3.90
Small Grain Overseed
Hybrid Bennudagrass Hay
1.0 Tons
5.5 Tons
10/1-3/31
3/1-9/30
50
269
0
0
0
0
Irrig. 50 19.97� 0.00 77.89 0.00
Irrig. 269 107.45 0.00 419.051 0.00
AB
AB
AB
1 2
1 2
26
S7
S7
S7
IBIanton
IBlanton
IBlanton
2.00
2.00
1.50
2.00
2.00
1.50
Small Grain Overseed
Hybrid Bermudagrass Hay
Small Grain Overseed
1.0 Tons
4.5 Tons
1.0 Tons
10/1-3131
3/1-9/30
10/1-3/31
50
215
50
0
0
0
0
0
0
Irrig. 50 19.97 0.00 39.94 0.001
Iffig. 2151 85.88 0.00 171.76 0.00
Irrig. 501 19.97 0.00 29.96 0.00
AB
1 26
S7
IBlanton
-1
1.50
1 1.50,
Hybrid Bermudagrass Hay
14.5Tons
3/1-9/30
=
215
0
0
Iffig. 2151 85.88 0.00 128.82[ 0.001
773760 Database Version 3.1 Date Printed: 11 /3/2014 WUT Page I of 4

Waste Utilh,- -1 Table
Tract
Field
Source
TD
I Soil Series
Total
Acres
Use.
Acres
Crop
RYE
Applic.
Period
Nilfcgen
PA
Nutrient
Req'd
(lbs/A)
Cormn.
Fert.
Nutrient
Applied
(lbs/A)
Res.
(lbs/A)
Applic.
Method
Manure
PA
Nutrient
Applied
(lbs/A)
Liquid
ManureA
pplied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(F ie ld)
N
N
N
N
IOOD
gal/A
Tons I
1000 gals
tons
AB
27
S7
Blanton
3.70
3.70
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
501
19.97
0.001
73.90
0.00
AB
27
S7
Blanton
3.70
3.701
Hybrid Bermudagrass Hay
4.5 Tons
3/1-9/30
215
0
0
Iffig.
215
85.88
0.00,
317.76
0.00
AB
28
S7
Blanton
3.80
3.80
1 Small Grain Overseed
1.0 Tons
10/1-3/31
1 50
0
0
Irrig.
50
19.97
v. () U
75.891
0.00
AB
1 28
S7
Planton
3.80
3.80
Hybrid Bermudagrass Hay
4.5 Tons
3/1-9/30
215
0
0
Irrig.
215
85.88
0.00
326.34
0.00
AB
1 29
S7
iBlanton
3.80
3.80
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
19-97
0.00
75.89
0.00
AB
29
S7
Blanton
3.80
3.80
Hybrid Bermudagrass Hay
4.5 Tons
3/1-9/30
215
0
0
Irrig.
215
85.88
0.00
326.34
0.00
AB
3
S7
Blanton
2.30
2.30
iSmall Grain Oversecd
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
19.97
0.00
45.94
0.00
AB
3
S7
Blanton
2.30
2.30
Hybrid Bermudagrass Hay
4.5 Tons
3/1-9/30
215
0
0
Iffig.
215
85.88
0.00
197.52
0.00
AB
4
S7
Blanton
4.50
4.50
Com, Grain
60 bu.
2/15-6/30
71
0
20
Iffig.
51
20.37
0.00
91.67
0.00
AB
4
S7
Blanton
4.50
4.50
Wheat, Grain
35 bu.
9/1-4/30
78
0
0
Irrig.
39
15.58
0.00
70.10
0.00
AB
5
S7
Blanton
5.40
5.40
Corn, Gmin
60 bu.
2/15-6/30
71
0
20
Irrig.
51
20.37
0.00
110.01
0.00
AB
5
S7
Planton
5.40
5.40
Wheat Grain
35 bu.
9/1-4/30
78
0
0
Irrig.
39
15.58
0.00
84.12
0.00
AB
PPI
S7
Blanton
45.38
45.3 9
Small Grain Ovetseed
1.0 Tons
10/1-3/31
50
0
0
Iffig.
50
19.97
0.00
906.33
0.00
AB
PPI
S7
Blanton
45.38
45.3 8
Hybrid Bermudagrass Hay
4.5 Tons
3/1-9/30
215
0
0
Irrig.
215
85.88
0.00
3,897.23
0.00
AB
PP2
S7
Norfolk
44.47
44.47
Com, Grain
115 bu.
2/15-6/30
131
0
20
Irrig.
Ill
44.34
0.00
1,971.71
0.00
AB
PP2
S7
Norfolk
44.47
44.47
Wheat, Grain
60 bu.
9/14/30
125
0
0
Iffig.
63
24.97
0.00
1,110.20
0.00
Total Applied, 1000 gallons
11,614.13
Total Produced, 1000 gallons
7,638.48
Balance, 1000 gallons
-3,975.65
Total Applied, tons
701-1
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.
773760 Database Version 3.1 Date Printed: 11/3/2014 WUT Page 2 of 4

Waste Utilh-1 Table
lar 2
Tract
Field
Source
ID
Soil Series
Tout
Acres
Use.
Acres
Crop
RYE
Applic.
Period
Nilrogen
PA
Nutrient
Req'd
(lbs/A)
Ccffnm.
Fe rt.
Nutrient
Applied
(lbs/A)
Res.
(lbs/A)
Applic.
Method
Manure
PA
Nutrient
Applied
(lbs/A)
Liquid
ManureA
pplied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(F ie ld)
N
N
N
N
1000
gaUA
Tons
1000 gals
tons
AB
I
S7
Blanton
3.60
3.60
Small Grain Overseed
1.0 Tons
10/1-3/31
so
0
0
Irrig.
50
19.97
0.00
71.90
0.00
AB
I
S7
Blanton
3.60
3.601
Hybrid Bermudagrass Hay
4.5 Tonsi
3/1-9/30
215
0
0
Irrig.
215
85.88
0.00
309.171
0.00
AB
15
S7
Autryville
5.40
5.40
Wheat, Grain
45 bu.
9/1-4/30
104
0
0
[rrig.
52
20.77
0.00
112.16
0.00
AB
15
S7
Autryville
5.40
5.40
Soybeans, Manured, Double Crop
25 bu.
4/1-9/15
100
0
0
Irrig.
100
39.94
0.00
215.70
0.00
AB
16
S7
Autryville
4.10
4. 10
Wheat, Grain
35 bu.
9/14/30
70
0
0
Iffig.
35
13.98
0.00
57.32
0.00
AB
16
S7
Autryville
4.10
4. 10
Soybeans, Manured, Double Crop
22 bu.
4/1-9/15
86
. 0
0
Iffig.
86
34.35
0.00
140.841
0.00
AB
17
S7
Autryville
3.10
3. 10
Wheat, Grain
45 bu.
9/1-4/30
104
0
0
Irrig.
52
20.77
0.00
64.39
0.00
AB
17
S7
Autryville
3.10
3.10
Soybeans, Manured, Double Crop
25 bu.
4/1-9/15
too
0
0
Irrig.
100
39.94
0.00
123.83
0.00
AB
18
S7
Autryville
1.30
1.30
Wheat, Grain
45 bu.
9/14/30
104
0
0
Irrig.
52
20.77
0.00
27.00
0.00
AB
18
S7
Autryville
1.30
1.30
Soybeans, Manured, Double Crop
25 bu.
4/1-9/15
100
0
0
Irrig.
100
39.94
0.001
51.93
0.00
AB
19
S7
Autryville
3.90
3.90
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Iffig.
50
19.97
0.00
77.89
0.00
AB
19
S7
Au"ille
3.90
3.90
Hybrid Bermudagrass Hay
5.5 Tons
3/1-9/30
269
0
0
Irrig.
269
107.45
0.00
419.05
0.00
AB
2
S7
Blanton
2.00
2.00
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Iffig,
1 501
19.97
0.00
39.94
0.00
AB
2
S7
Blanton
2.00
2.00
Hybrid Bermudagrass Hay
4.5 Tons
3/1-9/30
215
0
0
krig.
215
85.98
0.00
171.76
0,00
AB
26
S7
Blanton
1.50
1. 50
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
19.97
0.00
29.96
0.00
AB
26
S7
Blanton
1.50
1.50
Hybrid Bermudagrass Hay
4.5 Tons
3/1-9/30
215
0
0
Iffig,
215
85.88
0.00
128.82
0.00
AB
27
S7
Blanton
3.70
3.70
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Iffig.
5
19.97
0.00
73.90
0.00
AB
27
S7
Blanton
3.70
3.70
Hybrid Bermudagrass Hay
4.5 Tons
3/1-9/30
215
0
0
Iffig.
2151
85.88
0.00
317.76
0.00
AB
28
S7
Blanton
3.80
3.80
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig..
50
19.97
0.00
75.89
0.00
AB
28
S7
Blanton
3.80
3.80
Hybrid Bermudagrass Hay
4.5 Tons
3/1-9/30
215
0
0
Iffig.
215
85.89
0.00
326.34
0.00
AB
29
S7
Blanton
3.80
3.80
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
19.97
0.00,
75.89
0.0
AB
29
S7
Blanton
3.80
3.80
Hybrid Bermudagrass Hay
4.5 Tons
3/1-9/30
21570
0
Irrig,
215
85.88
0.001
326.3 41
0-001
773760 Database Version 3.1 Date Printed: 11 /3/2014 WUT Page 3 of 4

Waste Utiliz.-I Table
lar 2
Tract
, Field
Source
ID
Soil Series
Total
Acres
Use.
Acres
Crop
RYE
Applic.
Period
MtFogen
PA
Nutrient
Req'd
Obs/A)
Comm
Fert.
Nutrient
Applied
Obs/A)
Res.
(lbs/A)
Applic.
Method
Manure
PA
Nutrient
Applied
(lbs/A)
Liquid
ManureA
pplied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied I
(Field)
Solid
Manure
Applied
(F ie [d)
N
N
N
N I
I OOD
gal/A
I Tons
1000 gals
tons
AB
1 3
S7
iBlanton
2.30
2.30
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
19.97
0.00
45.94
0.00
AB
3
S7
Blanton
2.30
2.30
Hybrid Bermudagrass Hay
4.5 Tons
3/1-9/30
215
0
0
Irrig.
215
85.88
0.00
197.52
0.00
AB
4
87
Blanton
4.50
4.50
Wheat Grain
35 bu.
9/1-4/30
78
0
0 1
Iffig.
39
15.58
0.00
70.10
0.00
AB
4
S7
Blanton
4.50
4.50
Soybeans, Manured, Double Crop
21 bu.
4/1-9/15
83
0
0
Irrig.
831
33.15
0.00
149.19
0.00
AB
5
S7
Blanton
5.40
5.40
Wheat, Grain
35 bu.
9/1-4/30
78
0
0
Irrig.
39
15.58
0.00
84.12
0.00
AB
5
S7
Blanton
5.40
5.40
Soybeans, Manured, Double Crop
21 bu.
4/1-9/15
83
0
0
Irrig.
83
33.15
0.00
179.03
0.00
AB
PPI
S7
Blanton
45.38
45.38
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
19.97
0.00
906.33
0.00
AB
PPI
S7
Blanton
45.38
45.38IHybrid
Bermudagrass Hay
4.5 Tons
3/1-9/30
215
0
0
Iffig.
215
85.88
0.00
3,897.23
0.00
AB
PP2
S7
Norfolk
44.47
44.47
Wheat, Grain
60 bu.
9/1-4/30
1125
0
0
Irrig.
63
24.97
0.00
1,110.20
0.00
AB
PP2
S7
-Norfolk
44.47
44.47.
Soybeans, Manured, Double Crop
35 bu.
4/1-9/15
137
0
0
Irrig.
137
54.72
0.00
2,433.55
0.00
Total Applied, 1000 gallons
12,311.00
Total Produced, 1000 gallons
7,638.48
Balance, 1000 gallons
-4,672.52
Total Applied, tons
0.03
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.
773760 Database Version 3.1 Date Printed: 11/3/2014 WUT Page 4 of 4

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.
A 4Ztr%rn1T1- ('51nPV-i1V
Source Name
I Swine Feeder -Finish Lagoon Liquid
Design Storage Capacity (Days)
Start Date
19/1
180
Plan Year
Month
Available Storage Capacity (Days)
I
7i
2
78
3
114
4
138
5
ISO
6
180
7
178
8
ISO
9
180
10
177
11
175
12
172
2
1
162
2
2
155
2
3
ISO
2
4
180
2
5
180
2
6
180
2
7
ISO
2
8
180
2
9
180
2
10
162
2
11
145
2
12
127
* Available Storage Capacity is calculated as of the end of each month.
........ ------------- --
---------- ------- -
773760 Database Version 3.1 Date Printed: 11-03-2014 Capacity Page I of I

The following Lagoon Sludge Nitrogen Utilization table provides an estimate of the number of acres needed for
sludge utilization for the indicated accumulation period. These estimates are based on average nitrogen
concentrations for each source, the number of animals in the facility and the plant available nitrogen application
rates shown in the second column.
Lagoon sludge contains nutrients and organic matter remaining after treatment and application of the effluent. At
clean out this material must be utilized for crop production and applied at agrononiic 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 betaken not to load effluent application fields with
high amounts of copper and zinc so that additional effluent cannot be applied. On sites vulnerable to surface water
moving to streams and lakes, phosphorous is a concern. Soils containing very high phosphorous levels may also
be a concern.
Lagoon Sludge Nitrogen Utilization Table
Crop
Maximum
PA-N Rate
lb/ac
Maximum Sludge
Application Rate
1000 gal/ac
Minimum Acres
5 Years Accumulation
Minimum Acres
10 Years Accumulation
Minimum Acres
15 Years Accumulation
Swine Feeder -Finish Lagoon Sludge - Standard
Com 120 bu
ISO
13.16 1
103.30
20&60
309.90
Hay 6 ton R.Y.E.
300
26.32
51-65
103.30
154.95
40 bu
160
14.04
96.84
193.69
290.53
------- ...... -------- ------ ----- ---- ------ -------- -------- I -------
773760 Database Version 3.1 Date Printed: 11-03-2014 Sludge Page I of I

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 win 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)
AB
I
Blanton
0.75
1.0
AB
15
Autryville
0.60
1.0
AB
16
Autryville
0.60
1.0
AB
17
Autryville
0.60
1.0
AB
18
Autryville
0.60
1.0
AB
19
Autryville
0.60
1.0
AB
2
Blanton
0.75
1.0
AB
26
Blanton
0.75
1.0
AB
27
Blanton
0.75
1.0
AB
28
Blanton
0.75
1.0
AB
29
Blanton
0.75
1.0
AB
3
Blanton
0.75
1.0
AB
4
Blanton
0.75
1.0
AB
5
Blanton
0.75
1.0
AB
PPI
Blanton
*0.35
1.0
AB
PP2
Norfolk
0.50
1.0
773760 Database Version 3.1 Date Printed 11/3/2014 lAF Page I of I
NOTE: Svmbol * means user entered data.

Crop Notes
The following crop note applies to field(s): 4, 5
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.
The following crop note applies to field(s): PP2
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.
----- ------ ...... -------
773760 Database Version 3.1 Date Printed: 11-03-2014 Crop Note Page 1 of 6

The following crop note applies to field(s): 15, 16, 17, 18
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.
The following crop note applies to field(s): 1, 2, 26, 27, 28, 29, 3, PP 1
Bermudagrass Coastal Plain, Mineral Soil, Moderately Well Drained.
Adaptation: Well -adapted.
In the Coastal Plain, hybrid bermudagrass sprigs can be planted Mar. 1 to Mar. 3 1. Cover sprigs P to 3
deep (1.5" optimal). Sprigs should be planted quickly after digging and not allowed to dry in sun and
wind. For Coastal and Tifton 78 plant at least 10 bu/ac in 3' rows, spaced 2' to 3' in the row. Generally a
rate of 30 bu/ac is satisfactory to produce full groundcover in one or two years under good growing
conditions. Tifton 44 spreads slowly, so use at least 40 bu/ac in 1.5' to 2' rows spaced I' to 1.5' in row.
For broadcast/disked-in sprigs use about 60 bu/ac. Soil test for the amounts of lime, phosphorus,
potassium and micronutrients to apply preplant and for annual maintenance. Apply 60 to 100 lb/ac N in
the establishment year in split applications in April and July. For established stands apply 180 to 240
lb/ac N annually in split applications, usually in April and following the first and second hay cuts.
Reduce N rates by 25% for grazing. Refer to NCSU Technical Bulletin 305 Production and Utilization
of Pastures and Forages in North Carolina for more information or consult your regional agronomist or
extension agent for assistance.
-- ----- ----- -------
773760 Database Version 3.1 Date Printed: 11-03-2014 Crop Note Page 2 of 6

The following crop note applies to fieid(s): 19
Bermudagrass Coastal Plain, Mineral Soil, Moderately Well Drained.
Adaptation: Well -adapted.
In the Coastal Plain, hybrid bermudagrass sprigs can be planted Mar. 1 to Mar. 3 1. Cover sprigs l" to 3 99
deep (1.5" optimal). Sprigs should be planted quickly after digging and not allowed to dry in sun and
wind. For Coastal and Tifton 78 plant at least 10 bu/ac in 3' rows, spaced 2' to 3' in the row. Generally a
rate of 30 bu/ac is satisfactory to produce full groundcover in one or two years under good growing
conditions. Tifton 44 spreads slowly, so use at least 40 bu/ac in 1.5' to 2' rows spaced I' to 1.5' in row.
For broadcast/disked-in sprigs use about 60 bu/ac. Soil test for the amounts of lime, phosphorus,
potassium and micronutrients to apply preplant and for annual maintenance. Apply 60 to 100 lb/ac N in
the establishment year in split applications in April and July. For established stands apply 180 to 240
lb/ac N annually in split applications, usually in April and following the first and second hay cuts.
Reduce N rates by 25% for grazing. Refer to NCSU Technical Bulletin 305 Production and Utilization
of Pastures and Forages in North Carolina for more information or consult your regional agronomist or
extension agent for assistance.
The following crop note applies to field(s): 1, 2, 26, 27, 28, 29, 3, PP I
Small Grain: CP, Mineral Soil, medium leachable
In the Coastal Plain, oats and barley should be planted from October 15-October 30; and rye from
October 15-November 20. For barley, plant 22 seed/drill row foot and increase the seeding rate by 5% for
each week seeding is delayed beyond the optimum time. See the seeding rates table for applicable
seeding rate modifications in the current NCSU "Small Grain Production Guide". Also, increase the
initial seeding rate by at least 10% when planting no -till. Oats should be planted at 2 bushels/acre and
rye at 1-1 1/2 bushels/acre. Plant all these small grains at 1-1 1/2" deep. Adequate depth control is
essential. Review the NCSU Official Variety "green book" and information from private companies to
select a high yielding variety with the characteristics needed for your area and conditions. Apply no more
than 30 lbs/acre N at planting. Phosphorus and potash recommended by a soil test can also be applied at
this time. The remaining N should be applied during the months of February-Marcb.
-- ------ ------- ------- ------ - -------
773760 Database Version 3.1 DatePrinted: 11-03-2014 Crop Note Page 3 of 6

The following crop note applies to field(s): 19
Small Grain: CP, Mineral Soil, medium leachable
In the Coastal Plain, oats and barley should be planted from October 15-October 30; and rye from
October 15-November 20. For barley, plant 22 seed/drill row foot and increase the seeding rate by 5% for
each week seeding is delayed beyond the optimum time. See the seeding rates table for applicable
seeding rate modifications in the current NCSU "Small Grain Production Guide". Also, increase the
initial seeding rate by at least 10% when planting no -till. Oats should be planted at 2 bushels/acre and
rye at 1-1 1/2 bushels/acre. Plant all these small grains at 1-1 1/2" deep. Adequate depth control is
essential. Review the NCSU Official Variety "green book" and information from private companies to
select a high yielding variety with the characteristics needed for your area and conditions. Apply no more
than 30 lbs/acre N at planting. Phosphorus and potash recommended by a soil test can also be applied at
this time. The remaining N should be applied during the months of February -March.
The following crop note applies to field(s): 4, 5
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.
The following crop note applies to field(s): PP2
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.
------ ------- ---
773760 Database Version 3.1 Date Printed: 11-03-2014 Crop Note Page 4 of 6

The following crop note applies to field(s): 15, 16, 17, 18
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.
The following crop note applies to field(s): 4, 5
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" TOWS. 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): PP2
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 3 6" 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.
------ - ------- ---- ------ . .....
773760 Database Version 3.1 Date Printed: 11-03-2014 Crop Note Page 5 of 6

The following crop note applies to field(s): 15, 16, 17, 18
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 3 6" 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.
----- --------- ...... ------
773760 Database Version 3.1 Date Printed: 11-03-2014 Crop Note Page 6 of 6

Required Specifications For Animal Waste Mannement
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).
-­---------------------
773760 Database Version 3.1 Date Printed: 11/3/2014 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.
---------- ------- -------
773760 Database Version 3.1 Date Printed: 11/3/2014 Specification Page 2

15. Animal waste shall not be discharged into surface waters, drainageways,
or wetlands by a discharge or by over -spraying. Animal waste may be
applied to prior converted cropland provided the fields have been
approved as a land application site by a "technical specialist". Animal
waste shall not be applied on grassed waterways that discharge directly
into water courses, and on other grassed waterways, waste shall be
applied at agronomic rates in a manner that causes no runoff or drift
from the site.
16. Domestic and industrial waste from washdown facilities, showers, toilets,
sinks, etc., shall not be discharged into the animal waste management
system.
17. A protective cover of appropriate vegetation will be established on all
disturbed areas (lagoon embankments, berms, pipe runs, etc.). Areas
shall be fenced, as necessary, to protect the vegetation. Vegetation such as
trees, shrubs, and other woody species, etc., are limited to areas where
considered appropriate. Lagoon areas should be kept mowed and
accessible. Berms and structures should be inspected regularly for
evidence of erosion, leakage, or discharge.
18. If animal production at the facility is to be suspended or terminated, the
owner is responsible for obtaining and implementing a "closure plan"
which will eliminate the possibility of an illegal discharge, pollution, and
erosion.
19. Waste handling structures, piping, pumps, reels, etc., should be inspected
on a regular basis to prevent breakdowns, leaks, and spills. A regular
maintenance checklist should be kept on site.
20. Animal waste can be used in a rotation that includes vegetables and other
crops for direct human consumption. However, if animal waste is used on
crops for direct human consumption, it should only be applied pre -plant
with no further applications of animal waste during the crop season.
21. Highly visible markers shall be installed to mark the top and bottom
elevations of the temporary storage (pumping volume) of all waste
treatment lagoons. Pumping shall be managed to maintain the liquid level
between the markers. A marker will be required to mark the maximum
storage volume for waste storage ponds.
----------- --------- - -- -------- ------ -- --------
773760 Database Version 3.1 Date Printed: 11/3/2014 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 othe ' r 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.
�- '72m- PJMxrZZ:JOWn
APR 0 2 201,9
Welwouvilty
Realorm, cmwti..' "Spm"
773760 Database Version 3.1 Date Printed: 11/3/2014 Specification Page 4

g I _,5_1
SWINE FARM WASTE MANAGEMENT ODOR CONTROL CHECKLIST
Source
Cause
BMP's to Minimize Odor Site Spec�fic Practices
Farmstead
Swine production
(6,yVegetative or wooded buffers;
(wrRocommended best management
practices;
(&,(Good judgment and common sense
Animal body surfaces
Dirty manure -covered animals
(4-Dry floors
Floor surfaces
Wet manure -covered floors
KSlotted floors;
(.rWaterers located over slotted floors;
Feeders at high end of solid floors;
Scraps manure buildup from floors;
PrUnderfloor ventilation for drying
Urine
(.YFrequent manure removal by flush,pit
Manure collection pits
recharge,or scrape
Paritall micorbial decompositim
(%XoUnderfloor ventilation
Ventilation exhaust fang
VdIatiltr gases;
W,,Fan maintenance;
Dust
(WEfficient air movement
Indoor surfaces
Dust
(ukWashdown between groups of animals
C Food additives;
Feeder covers;
Feed delivery downspout extenders. to
feeder covers
Flush tanks
Agitation of recycled lagoon
Flush -tank covers
liquid whiles tanks are filifing
Extend fill lines to near bottom of
tanks with anti -siphon vents
Rush alloys
Pit recharge points
Lift stations
Agitation during wastewater
conveyanance
Agitation of rocycled'Ingoon
liquid while pits are filling
Agitation during sump tank fill1iinc
and drawdown
outside drain collection Agitation during wastewater
or junction boxes ;onveyance
End of drainpipes at lagoon Agitation during wastewater
Lagoon surfaces Volatile gas emissions
Biological mixing
Agitation
Irrigation sprinkler nozzles High pressure agitation
Wind draft
AMOC—November 11, 1996
N*10nclerfloor flush with underfloor
ventilation
Extend rechard lines to near bottom of
pits with anti -siphon vents
Sump tank covers
( ) Box covers
Extend discharge point of pipes
underneath lagoon liquid level
Proper lagoon liquid capacity
Correct lagoon startup procedures
Minimum surface area -to -volume ratio
Minimum agitation when pumping
Mechanical aeration
Proven biological additives
Irrigate on dry days with little or no wind
Minimum recommended operation pressure
Pump intake near lagoon liquid surface
Pump from second -stage lagoon

rage tank or basin Partial microbial decomposition Bottom or midlevel loading
face Mixing while filling Tank covers
Agitation when emptying Basin surface mats of solids
Proven biological additives or oxidants
Settling basin surface
Manure, slurry or sludge
spreader outlets
Partial micobial decomposition
Mixing while filling
Agitation when emptying
Agitation when spreading
Volatile gas emissions
Extend drainpipe outlets underneath liquid
level
Remove settled solids regularly
Sail injection of slurryisludges
Wash residual manure from spreader after use
Proven biological additives or oxidants
Uncovered manure, slurry Volatile gas emissions while drying Soil infection of siurry/sludges
or sludge on field surfaces Soil incorporation within 48 hours
Spread in thin uniform layers for rapid drying
Proven biological additives or oxidants
6..d animal- Carcass decomposition
Dead animal disposal
pits
Incinerators
Standing water around
facilitiei
Carcass decomposition
Incomplete combustion
improper drainage
Microbial decomposition of
organic matter
—Manure tracked onto public Poorly maintained access rootis
—4- 4— fm� neemifte
Proper disposition of carcasses
(I Complete covering of calroasses in burial pits
Proper locationiconstruction of disposal pits
( ) Secondary stack bumers
Grade and landscape such that water drains
away from facilities
Farm access road maintenance
Available From:
Additional Informedm
Swine Manure Mmm9*11-13t; 0200 Rule/BMP Packet
NCSU-Co=ty Extension Center
Swine Production Farm Potential Odor Sources and Remadilm, EBAE Fact Sheet
NCSU-RAE
Swine Production Facility Manure Management: Pit Recharge —Lagoon Treatment; EBAE 128-88
NCSU-BAE
Swine Production Fooeffity Manure Management- Underfloor Ruse —Lagoon Treatment; EBAE 129-88
NCSIU-BAE
Lagoon Desig and Management for Livestock Manure Treatmitnt and Storage; EBAE 103-83
NCSU-RAE
Calibration of Manure and Wastewater Application Equipment; EBAE Fact Sheet
NCSU-aAE
Controlling Odors from Swine Buildings; PIH-33
NCSU-SvAne Extension
Environmental Assuranc Program: NPPC Manual
NC Pork Produces 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
The issues checked ( ) pertain to this operation. The landownerlintegrator agrees to use sound judgment in applying
odor control measures as practical.
I certify the aforementioned odor control Best Managment Practices have been reviewed with me.
(Landown r Signature)
AMOC—November 11, 1996

g �, - 5-1
INSECT CONTROL CHECKLIST FOR ANIMAL OPERATIONS
Source Cause BMP's to Minimize Odor Site Specific Practices
(Uquid Systems)
Rush Gutters Accumulation of solids WRush system is designed and operated
sufficiently to remove aedumulated
soilds from gutters as designed.
Remove bridging of accumulated solids at
discharge
L.agoons and Pits
Excessive Vegetative
Growth
Crusted Solids (QoUaintain lagoons, settling basins and
pits where past breeding is apparent to
minimize the crusting of solids to a depth
of no more than 8-8 inches over more than
30% of surface.
Decaying vegetation (-fMaintain vegetative control along banks of
lagoo.na and other impoundments to prevent
acounwiation of decaying vegetative matter
along water's edge on impoundment's perimeter.
(Dry Systems)
Feeders Feed Spillage (-�'Design. operate and maintain feed systems (e.g.,
bunkers and troughs) to minimize the accumulation
of decaying wastage.
(,rClean up spillage on a routine basis (e.g. 7-10 day
interval during summer; 15-30 day interval during wintwL
Feed Storage Accumulations ot feed residum "educe moisture accumulation within and around
immediate perimeter of feed storage areas by
insuring drainage away from site and/or providing
adequate cqntainment (e.g., covered bin for
brewer's graiii and similar high moisture grain
products).
(enspect for and remove or break up accumulated
solids in filter strips around feed storage as needed.
Animal Holding Areas
AMIC—November 11, 1996
Accumulations of animal wastes
and feed wastage
Eliminate low area that trap moisture along fences
and other locations where waste accumulates and
and distirbance by animals is rninimal.
Maintain fence rows and filter strips around animal
holding areas to minimize accumulations of wastes
(i.e. inspect for and remove or break up accumulated
solids as needed).

Manure Handling Accumulations of animal wastes Remove spillage on a routine basis (a.g. 7-10 day
Systems interval during surnmer; 15-30 days interval during
winter) where minnure is loaded for land application
or disposal.
Provide for adequarte drainage around manure stockpiles.
Inspect for and rernove or break up accumulated wastes
in fiter stripes wound stockpiles and manure handling
areas as needed.
The issues checked pertain to this operation. The landownerfintegrator agrees to use sound judgment in applying
insect control measures as practical.
I certify the aforementioned insect control Best Management Practices have been reviewed with me.
For more information contact the Cooperative Extension Service, Department of Entomology, Box 7613, North Carolina State University, Raleigh, NC
27695-7613.
AMIC—November 11, 1996

EMERGENCY ACTION PLAN
PHONE NUMBERS
DWQ- R W- 14 �&- t S-4)
EMERGENCY MANAGEMENT SYSTEm q 10
SWCD
NRCS'iie- -5qD_9qV3
This plan will be implemented in the event that wastes from your operation are leaking,
overflowing, or running off site. You should not wait until wastes reach surface waters
or leave your property to consider that you have a problem. You should make every
effort to ensure that this does not happen. This plan should be posted in an accessible
location for all employees at the facility. The following are some action items you should
take.
I . Stop the release of wastes. Depending on the situation, this may or may not be
possible. Suggested responses to some possible problems are listed below.
A. Lagoon overflow -possible solutions are:
a. Add soil to berm to increase elevation of dam,
b. Pump wastes to fields at an acceptable rate.
c. Stop all flows to the lagoon immediately.
d. Call a pumping contractor
e. Make sure no surface water is entering lagoon.
B . Runoff from waste application field -actions include:
a. Immediately stop waste application.
b. Create a temporary diversion to contain waste.
c. Incorporate waste to reduce runoff.
d. Evaluate and eliminate the reason(s) that caused the runoff.
e. Evaluate the application rates for the fields where runoff occurred.
C. Leakage from the waste pipes and sprinklers -action include:
a. Stop recycle pump
b. Stop irrigation pump
c. Close valves to eliminate further discharge
d. Repair all leaks prior to restarting pumps
D. Leakage from flush systems, houses, solid sparators-action include:
a. Stop recycle pump
b. Stop irrigation pump
c. Make sure no siphon occurs
d. Stop all flows in the house, flush systems, or solid separators
e. Repair all leaks prior to restarting pumps

E. Leakage from base or sidewall of lagoon. Often this is seepage as opposed to flowing
leaks -possible action:
a. Dig a small sump or ditch away from the embankment to catch all seepage, put in a
submersible pump, and pump back to lagoon.
b. If holes are caused by burrowing animals, trap or remove animals and fill holes and
compact with a clay type soil.
c. Have a professional evaluate the condition of the side walls and lagoon bottom as
soon as possible.
2. Assess the extent of the spill and note any obvious damages.
a. Did the waste reach any surface waters?
b. Approximately how much was released and for what duration?
c. Any damage noted, such as employee injury, fish kills, or property damage?
d. Did the spill leave the property?
e. Does the spill have the potential to reach surface waters?
f Could a future rain event cause the spill to reach surface waters?
g. Are potable water wells in danger (either on or off of the property)?
h. How much reached surface waters?
3. Contact appropriate agencies.
a. During normal business hours, call your DWQ (Division of Water Quality) regional
office; Phone numb er 9 1 o - q - i �-q I _. After hours, emergency number: 919-733-
3942. Your phone call should include: your name, facility, telephone number, the
details of the incident from item 2 above, the exact location of the facility, the
location or direction of movement of the spill, weather and wind conditions. The
corrective measures that have been under taken, and the seriousness of the situation.
b. If spill leaves property or enters surface waters, call local EMS Phone
Number q I o - 592 - Mct�e.
c. Instruct EMS to contact local Health Department.
d. Contact CES, phone number 910 - 5-9�g - )140 / local SWCD office phone
number 91 o - - ? and local NRCS office for advice/technical assistance
phone number 9 i o - 59,.-
,) - ) 9! � L3.
4. If none of the above works, call 911 or the Sheriff s Department and explain your
problem to them and ask that person to contact the proper agencies for you.
5. Contact the contractor of your choice to begin repair of problem to minimize off -site
damage.
a. Contractors Name: e
b. Contractors Address: r i
c. Contractors Phone:

6. Contact the technical specialist who certified the lagoon (NRCS, Consulting
Engineer,/e4c.). , A�kc-s
a. Name: 60,
b. Phone: / 0 - 5-q Q - (,:,-3
7. Implement procedures as advised by DWQ and technical assistance agencies to
rectify the damage, repair the system, and reassess the waste management plan to
keep problems with release of wastes from happening again.

0"-N —
0 04- Y-1
Version —November 26, 2018
Mortality Management Methods
Indicate which method(s) will be implemented.
When selecting multiple methods indicate a primary versus secondary option.
Methods other than those listed must be approved by the State Veterinarian.
Primary Secondary Routine Mortality
Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal
death. The burial must be at least 300 feet from any flowing stream or public body of water
(G.S. 106-403). The bottom of the burial pit should be at least one foot above the seasonal
high water table. Attach burial location map and plan.
Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B *0200"
Rendering at a rendering plant licensed under G.S. 106-168.7.
Complete incineration according to 02 NCAC: 52C .0102.
A composting system approved and permitted by the NC Department of Agriculture & Con-
sumer Services Veterinary Division (attach copy of permit). If compost is distributed off -farm,
additional requirements must be met and a permit is required from NC DEQ. '
In the case of dead poultry only, placing in a disposal pit of a size and design approved by the
NC Department of Agriculture & Consumer Services (G.S. 106-549.70).
Any method which, in the professional opinion of the State Veterinarian, would make possible
the salvage of part of a dead animal's value without endangering human or animal health.
(Written approval by the State Veterinarian must be attached).
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 accordin to G.S. 106-399.4.
Signatu e of Farm Owner/Manager Date
-7
Signature of Technical Specialist Date

ODerator:AUBREY MOORE Countv : SAMPSON Date: 0 3 3
Distance to nearest residence (other than owner): Q 0 eet
1. STEADY STATE LIVE WEIGHT
0 Sows (farrow to finish) x 1417 ibs. 0
0 Sows (farrow to feeder) x 522 lbs. 0
2480 Head (finishino only) x 135 1 b s . 3 4 8 0 0
0, Sows (f arrow to wean) x 1 ns . 0
0 Head (wean to feeder) x 30 lbs. 0
TOTAL STEADY '�ZT A TE I TVZ' WEIGHT C-Si Wl>
" — L L- —L i 3—" 334800
2. MINIMUM RECjUTRED TREATMENT VOLUME OF LAGOON
Volume 334800 lbs. SSLW X Treatment Volume CF/Ib. SSLW
Treatment Volume CF/:b. SSLW= I . 0 CF/ i n . SSI-W
Volume 334800 cubic feet
STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume 0 CUDIC feet
4. TOTAL DESIGN VOLUME
-oo: lenoth 330 feet width 200 feet
Inside 4%,
ToD of dike at elevation 50.50 feet
Freeboard 1.3 feet Side sJopes 3.0:1(inside)
Total desion lagoon licuid level at elevation 49.'2-'0 feet
Bottom of lagoon at elevation 38.50 feet
Seasonal hioh water table elevation 42.00 feet
Total design volume using DrismoiGai formula:
S S / EN D I SS/END2 SS/END2 L EN G T H WIDTH DEPTH
3.0 3.0 3.0 3.0 322.2 192.2 1.0.70
AREA OF TOP
LENGTH X WIDTH
322 1921 61927 <Area of ToD)
AREA OF SOTTOM
LENGTH X WIDTH
258 128 33024 (Area of Bottom)
AREA OF MIDSECTION
LENGTH X WIDTH X 4
290 ISO 185780 (Area of Midsection X 4>
CU. FT. = EArea toD+(4XArea Midsection)+Area Bottom] X DeDth,/6
61927 185780 33024 2
T
VOL. OF LAGOON AT TOTAL DESIGN LIQUID LEVE-L 500637 CU. FT.

TEMPORARY STORAGE REOUIRED
Drainace Area:
Lagoon (toD of dike)
Length X Width =
,:130 200 66000 -cuare Feet
Buildinas (roof and iot water)
Lenoth X Width =
0 0 0 Scuare Feet:
TOTAL DA 66000 Square Feet
Desion temDorary storage to be 180 days.
A. Volume of waste produced
Approximate dailv production of manure in CF/LB SSLW 0.00136
Volume = 334800 Lbs. S�SLW X CF of waste/�b/cay X
Volume = 81959 Cubic feet
B Volume of wash water
This is the amount of fresh water used for washina floors or
volume of fresh water used for a flush system. Flush systems
that. recirculate the lagoon water are accounted for in 5A.
Volume = 0 Gallons/day X 180 days storage/7.48
dallons per CF
Volume = 0 Cubic feet
Volume of rainfall in excess of evaDoration
Use period of time when rainfall exceeas evaDoration by
I arciest amount.
180 days excess rainfall 7.0 Inches
Volume = 7.0 Inches X DA / 12 'inches Der foot
Volume = :�8500 Cub;c feet
D. Volume o-11' 25 year — 24 hour storm
Volume = 7.0 inches / 12 inches Der foot X DA
Volume = 38500 Cubic feet
TOTAL REOUTRED TEMPORARY STORAGE
5A. 81959 Cubic feet
5B. 0 Cubic feet
SC. 38500 Cubic feet
5D. 38500 Cubic feet
TOTAL 158959 Cubic feet

6. SUMMARY
Total required volume = 493759 Cubic feet
Total design volume avail.= 500637 Cubic feet
Min. regra. trtmnt. vol. plus sludge acoum.= 334800 Cu. Ft.
At elev. 48.50 Ft: Vol= 458040 Cubic feet -(end purnping)
Total design volume less 25yr-24hr storm = 462137 Cu. Ft.
At elev. 46.50 Ft: Vol= 344448 Cubic feet (start pumping)
Seasonal high water table elevation is 42.00 Feet, which must
be lower than the elevation of top of treatment volume 48.50
DESIGNED BY:
--------------------------
DATE:
APPROVED BY:
-------------------------
DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
ADDITIONAL NOTES:

Operator: Aubrey Moore County:
Sampson
Date: 08/23/96 'J�V 0
Distance to nearest residence (other than owner):
1575.0 feet
1. AVERAGE LIVE WEIGHT (ALM
0 sows (farrow to finish)
x
1417 lbs.
0 lbs
0 sows (farrow to feeder)
x
522 lbs.
0 lbs
2880 head (finishing only)
x
135 lbs.
388800 lbs
0 sows (farrow to wean)
x
433 lbs.
0 lbs
0 head (wean to feeder)
x
30 lbs.
0 lbs
Describe other:
0
Total Average Live Weight -388800 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 388800 lbs. ALW x Treatment Volume(CF)/lb. ALW
Treatment Volume(CF)/Ib. ALW = 1 CF/lb. ALW
Volume = 388800 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
.... .. .. IV
Volume 0.0 cubic feet lttiG� P-
4. TOTAL DESIGNED VOLUME
Inside top length (feet)— 320.0
Inside top width (feet) 270.0
Top of dike elevation (feet) 53.5
Bottom of lagoon elevation (feet) 43.5
Freeboard (feet) 1.0
Side slopes (inside lagoon)----- --------- — 3.0 :1
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3.0 3.0 3.0 3.0 314.0 264.0 9.0
AREA OF TOP
LENGTH * WIDTH
314.0 264.0
AREA OF BOTTOM
LENGTH * WIDTH
260.0 210.0
82896 (AREA OF TOP)
54600 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH *WIDTH * 4
287.0 237.0 272076 (AREA OF MIDSECTION * 4)
CU. FT. = [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
82896.0 272076.0 54600.0 1.5
Total Designed Volume Available = 614358 CU. FT.

5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length Width
320.0 270.0 86400.0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 86400.0 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 = 388800 lbs. ALW/135 lbs. ALW * 1.37 gal/day 180 days
Volume = 710208 gals. or 94947.6 cubic feet
5B. Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume = 0.0 gallons/day 180 days storage/7.48 gallons
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 in * DA / 12 inches per foot
Volume = 50400.0 cubic feet

5D. Volume of 25 year - 24 hour storm
Volume = 7.5 inches / 12 inches per foot * DA
Volume = 54000.0 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 94948 cubic feet
5B. 0 cubic feet
5C. 50400 cubic feet
5D. 54000 cubic feet
TOTAL 199348 cubic feet
&SUMMARY
Temporary storage period====================>
180 days
Rainfall in excess of evaporation===========>
7.0 inches
25 year - 24 hour rainfall==================>
7.5 inches
Freeboard===================================>
1.0 feet
Side
3.0 : 1
Inside top length===========================>
320.0 feet
Inside top width============================>
270.0 feet
Top of dike elevation=======================>
53.5 feet
Bottom of lagoon elevation==================>
43.5 feet
Total required volume=======================>
588148 cu. ft.
Actual design volume========================>
614358 cu. ft.
Seasonal high watertable elevation (SHWT)===>
44.4 feet
Stop pumping
49.9 feet
Must be > or = to the SHWT elev.==========>
44.4 feet
Must be > or = to min. req. treatment el.=>
49.5 feet
Required minimum treatment volume===========>
388800 cu. ft.
Volume at stop pumping elevation============>
410339 cu. ft.
Start pumping
51.8 feet
Must be at bottom of freeboard & 26 yr. rainfall
Actual volume less 25 yr.- 24 hr. rainfall==>
560358 cu. ft.
Volume at start pumping elevation===========>
557176 cu. ft.
Required volume to be purnped================>
145348 cu. ft.
Actual volume planned to be pumped==========>
146837 cu. ft.
Min. thickness of soil liner when required==>
1.5 feet
7. DESIGNED BY: APPROVED BY:
DATE: DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:

a")
6.4-51
OPERATION & MAINTENANCE PLAN
Proper lagoon liquid 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 the thunderstorm season in the summertime. This means
that at the first signs of plant growth in the later winter/early spring, irrigation according to
a farm waste management plan should be done whenever the land is dry enough to
receive lagoon liquid. This will make storage space available in the lagoon for future wet
periods. In the late summer/early fall the lagoon should be pumped down to the low
marker (see Figure 2-1) to allow for winter storage. Every effort should be made to
maintain the lagoon close to the minimum liquid level as long as the weather and waste
utilization plan will allow it.
Waiting until the lagoon has reached its maximum storage capacity before starting to
irrigate does not leave room for storing excess water during extended wet periods.
Overflow from the lagoon for any reason except a 25-year, 24-hour storm is a violation of
state law and subject to penalty action.
The routine maintenance of a lagoon involves the following:
Maintenance of a vegetative cover for the dam.
Fescue or common bermudagrass are the most common vegetative
covers. The vegetation should be fertilized each year, if needed, to
maintain a vigorous stand. The amount of fertilizer applied should be
based on a soils test, but in the event that it is not practical to obtain
a soils test each year, the lagoon embankment and surrounding areas
should be fertilized with 800 pounds per acre of 10- 10- 10, or
equivalent.
Brush and trees on the embankment must be controlled. This may be
done by mowing, spraying, grazing, chopping, or a combination of
these practices. This should be done at least once a year and
possibly twice in years that weather conditions are favorable for
heavy vegetative growth.
NOTE: If vegetation is controlled by spraying, the herbicide must not be allowed to enter
the lagoon water. Such chemicals could harm the bacteria in the lagoon that are treating
the waste.
Maintenance inspections of the entire lagoon should be made during the initial filling of
the lagoon and at least monthly and after major rainfall and storm events. Items to be
checked should include, as a minimum, the following:
Waste Inlet Pipes, Recycling Pipes, and Overflow Pipes --- look for:
1 . separation of joints
2. cracks or breaks
3. accumulation of salts or minerals
4. overall condition of pipes

Lagoon surface --- look for:
I . 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 of vegetation or as a result of wave action
5. rodent damage
Larger lagoons may be subject to liner damage due to wave action caused by strong
winds. These waves can erode the lagoon sidewalls, thereby weakening the lagoon dam.
A good stand of vegetation will reduce the potential damage caused by wave action. If
wave action causes serious damage to a lagoon sidewall, baffles in the lagoon may be
used to reduce the wave impacts.
Any of these features could lead to erosion and weakening of the dam. If your lagoon has
any of these features, you should call an appropriate expert familiar with design and
construction of waste lagoons. You may need to provide a temporary fix if there is a threat
of a waste discharge. However, a permanent solution should be reviewed by the
technical expert. Any digging into a lagoon dam with heavy equipment is a serious
undertaking with potentially serious consequences and should not be conducted unless
recommended by an appropriate technical expert.
Transfer Pumps --- check for proper operation of:
I . recycling pumps
2. irrigation pumps
Check for leaks, loose fittings, and overall pump operation. An unusually loud or grinding
noise, or a large amount of vibration, may indicate that the pump is in need or repair or
replacement.
NOTE: Pumping systems should be inspected and operated frequently enough so that you
are not completely "surprised" by equipment failure. You should perform your pumping
system maintenance at a time when your lagoon is at its low level. This will allow some
safety time should major repairs be required. Having a nearly full lagoon is not the time
tothink 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:
I . adequate vegetation
2. diversion capacity
3. ridge berm height

Identified problems should be corrected promptly. It is advisable to inspect your system
during or immediately following a heavy rain. If technical assistance is needed to
determine proper solutions, consult with appropriate experts.
You should record the level of the lagoon just prior to when rain is predicted, and then
record the level again 4 to 6 hours after the rain (assumes there is no pumping). This will
give you an idea of how much your lagoon level will rise with a certain rainfall amount
(you must also be recording your rainfall for this to work). Knowing this should help in
planning irrigation applications and storage. If your lagoon rises excessively, you may
have an inflow problem from a surface water diversion or there may be seepage into the
lagoon from the surrounding land.
Lagoon Operation
Startup:
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.
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).
It is recommended that a new lagoon be seeded with sludge from a healthy
working swine lagoon in the amount of 0.25 percent of the full lagoon
liquid volume. This seeding should occour at least two weeks prior to the
addition of wastewater.
6. Maintain a periodic check on the lagoon liquid pH. If the pH falls below
7.0, add agricultural lime at the rate of 1 pound per 1000 cubic feet of
lagoon liquid volume until the pH rises above 7.0. Optimum lagoon liquid
pH is between 7.5 and 8.0.
7. A dark color, lack of bubbling, and excessive odor signals inadequate
biological activity. Consultation with a technical specialist is recommended
if these conditions occur for prolonged periods, especially during the warm
season.
Loading:
The more frequently and regularly that wastewater is added to a lagoon, the better the
lagoon will function. Flush systems that wash waste into the lagoon several times daily are
optimum for treatment. Pit recharge systems, in which one or more buildings are drained
and recharged each day, also work well.

Management:
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
Maintain lagoon liquid level between the permanent storage level and
the full temporary storage level.
Place visible markers or stakes on the lagoon bank to show the
minimum liquid level and the maximum liquid lever (Figure 2-1).
Start irrigating at the earliest possible date in the spring based on
nutrient requirements and soil moisture so that temporary storage
will be maximized for the summer thunderstorm season, Similarly,
irrigate in the late summer/early fall to provide maximum lagoon
storage for the winter.
The lagoon liquid level should never be closer than I foot to the lowest
point of the dam or embankment.
Do not pump the lagoon liquid level lower that the permanent storage
level unless you are removing sludge.
Locate float pump intakes approximately 18 inches underneath the liquid
surface and as far away from the drainpipe inlets as possible.
Prevent additions of bedding materials, long-stemmed forage or vegetation,
molded feed, plastic syringes, or other foreign materials into the lagoon,
Frequently remove solids from catch basins at end of confinement houses or
wherever they are installed.
Maintain strict vegetation, rodent, and varmint control near lagoon edges.
Do not allow trees or large bushes to grow on lagoon dam or embankment.
Remove sludge from the lagoon either when the sludge storage capacity is
full or before it fills 50 percent of the permanent storage volume.
If animal production is to be terminated, the owner is responsible for
obtaining and implementing a closure plan to eliminate the possibility of a
pollutant discharge.
Sludge Removal:
Rate of lagoon sludge bul1dup 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
ari area beside lagoon to receive the sludge so that liquids can drain back
into lagoon; allow sludge to dewater; haul and spread with manure spreader
onto cropland or forageland; and soil incorporate.
Regardless of the method, you must have the sludge material analyzed for waste
constituents just as you would your lagoon water. The sludge will contain different
nutrient and metal values from the liquid. The application of the sludge to fields will be
limited by these nutrients as well as any previous waste applications to that field and crop
requirement. Waste application rates will be discussed in detail in Chapter 3.
When removing sludge, you must also pay attention to the liner to prevent damage. Close
attention by the pumper or drag -line operator will ensure that the lagoon liner remains
intact. If you see soil material or the synthetic liner material being disturbed, you should
stop the activity immediately and not resume until you are sure that the sludge can be
removed without liner injury. If the liner is damaged it must be repaired as soon as
possible.
Sludge removed from the lagoon has a much higher phosphorus and heavy metal content
than liquid. Because of this it should probably be applied to land with low phosphorus
and metal levels, as indicated by a soil test, and incorporated to reduce the chance of
erosion. Note that if the sludge is applied to fields with very high soil -test phosphores, it
should be applied only at rates equal to the crop removal of phosphorus. As with other
wastes, always have your lagoon sludge analyzed for its nutrient value.
The application of sludge will increase the amount of odor at the waste application site.
Extra precaution should be used to observe the wind direction and other conditions which
could increase the concern of neighbors.

Possible Causes of Lagoon Failure
Lagoon failures result in the unplanned discharge of wastewater from the structure. Types
of failures include leakage through the bottom or sides, overtopping, and breach of the
dam. Assuming proper design and construction, the owner has the responsibility for
ensuring structure safety. Items which may lead to lagoon failures include:
Modification of the lagoon structure --- an example is the placement of a pipe
in the dam without proper design and construction. (Consult an expert in
lagoon design before placing any pipes in darns-.)
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.

Operator: A&B Farm #2100 County: Sampson
Distance to nearest residence (other than owner):
1. AVERAGE LIVE WEIGHT (ALM
0
sows (farrow to finish)
0
sows (farrow to feeder)
2640
head (finishing only)
0
sows (farrow to wean)
0
head (wean to feeder)
Describe other
Ayv� t-zo( )s A-�r 0
F2 -.01
Date: 04/26/19
3000.0 feet
x
1417 lbs.
0
lbs
x
522 Ibs.
0
Ibs
x
135 lbs.
356400
lbs
x
433 lbs.
0
lbs
x
30 lbs.
0
lbs
0
Total Average Live Weight =
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 356400 lbs. ALW x Treatment Volume(CF)/Ib. ALW
Treatment Volume(CF)/Ib. ALW = 1 CF/lb. ALW
Volume = 356400 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubicfeet
4. TOTAL DESIGNED VOLUME
Inside top length (feet)----- — — ---------- 303.0
Inside top width 194.0
Top of dike elevation (feet)----- 50.0
Bottom of lagoon elevation (feet)-------- 38.4
Freeboard 1.0
Side slopes (inside lagoon) ---------------- - 2.5 :1
Total design volume using prismoidal formula
356400 lbs
SS/END1 SS/END2 SSISIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
2.5 2.5 2.5 2.5 298.0 189.0 10.6
AREA OF TOP
LENGTH * WIDTH
298.0 189.0
AREA OF BOTTOM
LENGTH * WIDTH
245.0 136.0
56322 (AREA OF TOP)
33320 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
271.5 162.5 176475 (AREA OF MIDSECTION *4)
CU. FT.= [AREA TOP+ (4*AREA MIDSECTION) +AREA BOTTOM] * DEPTH/6
56322.0 176475.0 33320.0 1.8

Total Designed Volume Available = 470140 CU. FT
5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length Width
303.0 194.0 58782.0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 58782.0 square feet
Design temporary storage period to riod to b e 91 days.
5A. Volume of waste produced
Feces & urine production in gal./day per 135 lb. ALW 1.37
Volume = 356400 Ibs.ALW/135lbs.ALW*1.37gaI/day 91 days
Volume = 329129 gals. or 44001.2 cubic feet
5B. Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume = 0.0 gallons/day 91 days storage/7,48 gallons
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.
91 days excess rainfall 7.0 inches
Volume = 7.0 in * DA / 12 inches per foot
Volume = 34289.5 cubic feet
5D. Volume of 25 year - 24 hour storm

Volume = 7.0 inches / 12 inches per foot * DA
Volume = 34289.5 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 44001 cubic feet
5B. 0 cubic feet
5C. 34290 cubic feet
5D. 34290 cubic feet
TOTAL 112580 cubicfeet
6.SUMMARY
Temporary storage period====================>
Rainfall in excess of evaporation===========>
25 year - 24 hour rainfall==================>
Freeboard===================================>
Side
Inside top length===========================>
Inside top width============================>
Top of dike elevation=======================>
Bottom of lagoon elevation==================>
Total required volurne=======================>
Actual design volume========================>
Seasonal high watertable elevation (SHWT)===>
Stop pumping
Must be > or = to the SHWT eIev.==========>
Must be > or = to min. req. treatment el.=>
Required minimum treatment volume===========>
Volume at stop pumping elevation============>
Start pumping
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr, 24 hr. rainfall==>
Volume at start pumping elevafion===========>
Required volume to be pumped================>
Actual volume planned to be pumped==========>
Min. thickness of soil liner when required==>
7 DESIGNED BY: ­ PRO D BY-
91 days
7.0 inches
7.0 inches
1.0 feet
2.5 : 1
303.0 feet
194.0 feet
50.0 feet
38.4 feet
468980 cu.ft.
470140 cu.ft.
feet
46.9 feet
feet
44.4 feet
356400 cu.ft.
356643 cu. ft.
48.4 feet
435851 cu.ft.
435138 cu.ft.
78291 cu. ft.
78496 cu. ft.
1.7 feet
DATE: ATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
-�-U, 6,
COMMENTS: ->� g L. /�-

OPERATION & MAINTENANCE PLAN
Proper �goon liquid 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 the thunderstorm season in the summertime. This means
that at the first signs of plant growth in the later winter/early spring, irrigation according to
a farm waste management plan should be done whenever the land is dry enough to
receive lagoon liquid. This will make storage space available in the lagoon for future wet
periods, In the late summer/early fall the lagoon should be pumped down to the lo.w
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 �vaste
utilization plan will allow it,
Waiting O*ntil the lagoon has reached its maximum storage capacity before starting to
i�e -does not leave room for storing excess water during extended wet riods.
0 grate
flo pe
w,from the lagoon for any reason except a 25-year, 24-hour storm is a violation of
state law 'and subject to penalty action,
The routine maintenance of a lagoon involves the following:
Maintenance of a vegetative cover for the dam,
Fescue or common bermudagrass are the most common vegetative
covers, The vegetation should be fertilized each year, if needed, to
maintain a vigorous stand. The amount of fertilizer applied should be
based on a soils test, but in the event that it is not practical to obtain
a soils test each year, the lagoon embankment and surrounding areas
should be fertilized with 800 pounds per acre of 10- 10- 10, or
equivalent.
Brush and trees on the embankm,ent must be controlled, This may be
done by mowing, spraying, grazing , chopping, or a combination of
these practices. This should be don,, 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.
Maintenan6e 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:
I. separation of joints
2. cracks or breaks
3. accumulation of salts or minerals
4. overall condition of pi?-.s

Lagoon surface --- look for:
I . 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 of vegetation or as a result of wave action
5. rodent damage
Lugorlagoons may be subject to liner damage due to wave action caused by strong
winds. 'These waves can erode the lagoon sidewalls, thereby weakening the lago6n 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 da If your . lagoon has
any of these features, you should call an appropriate expert familiarmw-ith 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:
I . recycling pumps
2. irrigation pumps
Check for leaks, loose fittings, and Overall PUMP operation, An unusually loud or grinding
noise, or a large amount of vibration, may indicate that the pump is in need or repair or
replacement.
z
NOTB; 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 f011owing:
I , adN�Iatc VC-ge-tation 1. -
2, diversion "pacity
3. ridge berm height

during Or immediately following a heavy rain. If technical assistance is n ou S e
Identified problems should be corrected promptly. It is advisable to inspect y r sy t rn
determine proper solutions, consult with appropriate expeM. eeded to
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 rainfill 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
nave an inflow problem from a surface water diversion or there may be seepage into the
lagoon from the surrounding land.
Lagoon Operation
Startup:
1. Immediately after construction establish a complete sod cover on bare soil
surfaces to avoid erosion.
2. Fill new lagoon design treatment volume at least half full of water efore
waste loading begins, taking care not to erode lining or bank slo �-.
I Drainpipes into the lagoon should have a flexible pipe extender on the
end of the pipe to discharge near the bottom of the lagoon during initial
filling or another means of slowing the incoming water to avoid erosion of
the lining.
4. When possible, begin loading new lagoons in the spring to maximize
bacterial establishment (due to warmer weather).
5. It is recommended that a new lagoon be seeded with sludge from a healthy
working swine lagoon in the amount of 0.25 percent of the full lagoon
liquid volume, This seeding should occour at least two weeks prior to the
addition of wamwater.
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.
".6
7.,. A dark color, lack of bubbling, and excessive odor signals inadeQuate
biological activity, Consultation with a technical specialist is rec-om- mended
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 buf1dings are drained
and recharged each day, aJsQ work well,

Practice water Conservad on--- minimize building water usage and
spillage from leaking waterers, broken pipes and washdown through
Proper maintenance and water conservation,
Minimize feed wastage and spillage b� keeping feeders adjusted, This
will reduce the amount of solids entering the lagoon
Management:
Maintain lagoon liquid level between the rmanent storage level and
the full temporary storage level. pe
Place visible markers or stakes on the lagoon bank to show the
minimum liquid level and the maximum liquid lever (Figure 2-1).
St= 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 3&uld never be closer than 1 foot to the lowest
Point Of the dam or embankment.
Do not pump the lagoon liquid level lower that the permanent storage
level unless you are removing sludge,
Locate float pump intakes approximately 18 inches underneath the liquid
surface and as far away from the drainpipe inlets as possible.
Prevent additions of bedding materials, lOng-stemmed forage or vegetation,
molded feed, plastic syringes, or other foreign materials into the lagoon.
Frequently remove solids from catch basins at end of confinement houses or
wherever they are, installed,
Maintain strict vegetation, rodent, and varmint control near lagoon**edg'es.
Do not aLow 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:
lZate 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:
I 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 cropla�d or
forageland; Mix remaining sludge; Pump into liquid sludge applicator; haul
and spread onto cropland or forageland; and soil incorporate,
Dewater the Upper pan 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
ields with very high SOil-test phosphores, it
erosion. Note that if the sludge is applied to f
should be applied only at rates equal to the crop removaj of phosphorus. As with other
wastes, always have your lagoon sludge analyzed for its nutrient value. e)
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 CRuseS 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 insWt and maintain the dam,
Excess surface water flowing into the lagoon,
Liner integrity --- protect from inlet Pipe scouring, damage during sludge
Ternoval, 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 waftewater and possible dam ftdlure,
0 !