260059_Additional Information_20220426

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
7 RECEIVED
APR 2 6 2022
WC DEQ/DWR
tfltral Office
l'et.tnt
On September 30, 2019, the North Carolina State Non -Discharge General Permits for Animal Waste Management Systems will
expire. As required by these permits, facilities that have been issued Certificates of Coverage to operate under these State
Non -Discharge General Permits must apply for renewal at least 180 days prior to their expiration date. Therefore, all applications
must be received by the Division of Water Resources by no later than April 3, 2019.
Please do not leave any question unanswered. Please verify all information and make any necessary corrections below.
Application must be signed and dated by the Permittee.
1. Farni Number: 26-0059 Certificate Of Coverage Number: AWS260059
Facility Name: Collier Farms Inc
3. Landowner's Name (same as on the Waste Management Plan): David Allen Collier
4. Landowner's Mailing Address: 3785 S River School Rd
City: Wade State: NC Zip: 28395
Telephone Number: 910-483-0244 Ext. E-mail: dcollierfartnskbaol.com
5. Facility's Physical Address: E c� S c, ,• I2 A
City: IA) e, el e. State: ;t) L
6. County where Facility is located: Cumberland
7, Farm Manager's Name (if different from Landowner):
8. Farm Manager's telephone number (include area code): pl iL" - rt•gq 4'7 3
9. Integrator's Name (if there is not an Integrator, write "None"): A-EIMMITTrallris told gr
10. Operator Name (OIC): David Allen Collier
1. Lessee's Name (if there is not a Lessee, write "None"):
12. Indicate animal operation type and number:
Current Permit: Operations Type
Operation Types:
Zip; '2 3 ;, 5.
Phone No.: 910-988-9473 OIC #: 989921
Allowable Count
Swine - Feeder to Finish 7,040
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 Shccp - Shccp
Feeder to Finish Dry Cow Turkeys Sheep - Other
Farrow to Wean Beef Stocker Calf Turkey Pullet
Farrow to Feeder Beef Feeder
Boar/Stud Beef Broad Cow Wet Poultry
Gilts Other Non Laying Pullet
Other Layers

13. Waste Treatment and Storage Lagoons (Verify the following information is accurate and complete. Make all necessary
corrections and provide missing data)
Structure
Name
Estimated
Date
Built
Liner Type
(Clay, Synthetic,
Unknown)
Capacity
(Cubic Feet)
Estimated
Surface Area
(Square Feet)
Design Freeboard
"Redline"
(Inches)
1
19.00
1
% yf,
wok
/k.1"r,716
148,104.00
%f'
Mail one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed application
as required by NC General Statutes 143-215.10C(d) to the address below.
The CAWMP must include the following components:
The most recent Waste Utilization PIan (WUP), signed by the owner and a certified technical specialist, containing:
a. The method by which waste is applied to the disposal fields (e.g. irrigation, injection, etc.)
b. A map of every field used for land application (for example: irrigation map)
c. The soil series present on every land application field
d. The crops grown on every land application field
e. The Realistic Yield Expectation (RYE) for every crop shown in the WUP
f. The maximum PAN to be applied to every Iand application field
g. The waste application windows for every crop utilized in the WUP
h. The required NRCS Standard specifications
. A site snap/schematic
13. 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.
j 8. Operation and. Maintenance Plan
If your CAWMP includes any components not shown on this list, please include the additional components with your submittal.
(e.g. composting, digesters, waste transfers, etc.)
As a second option to mailing paper copies of the application package, you can scan and email one signed copy of the
application and all the CAWMP items above to: [e-mail]

I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. 1 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 I43-215.6A 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):
Name: {k ; t# Co 1 ! . e r-
Signature: Date:
Title: Pre
Name: Title:
Signature: Date:
Name: Title:
Signature: Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Telephone number: [phone]
E-mail: [e-mail]
FORM: RENEWAL -STATE GENERAL 02/2019

Ors
�wc rJ
Nutrient Management Plan For Animal Waste Utilization
08-09-2019
This plan has been prepared for:
Collier Farms
David Allen Collier
3799 South River Road
Wade, NC 28395
[phone]
This plan has been developed by:
Mitchell Miller
Cumberland SWCD
301 East Mountain Drive
Suite 229
Fayetteville, NC 28306
[phone] Opt. 3
Developer Signature
Type of Plan: Nutrient Management with Manure Only
Owner/Manager/Producer Agreement
I (we) understand and agree to the specifications and the operation and maintenance
procedures established in this nutrient management plan which includes an animal
waste utilization plan for the farm named above. I have read and understand the
Required Specifications concerning animal waste management that are included with
this plan.
Signature (owner)
Signature (manager or producer)
2019
Date
ZOt'
D(te I
This plan meets the minimum standards and specifications of the U.S. Department of
Agriculture - Natural Resources Conservation Service or the standard of practices
adopted by the Soil and Water Conservation Commission.
Plan Approved By:
Technical Specialist Signature Date
362927 Database Version 3 1 Date Printed: 08-09-2019 Cover Page 1

Nutrients applied in accordance with this plan will be supplied from the
following source(s):
Commercial Fertilizer is not included in this plan.
S7
Swine Feeder -Finish Lagoon Liquid waste generated 4,171,500 gals/year by a 4,500
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
9608
Incorporated
16500
Injected
18171
Irrigated
10443
Max. Avail.
PAN (lbs)*
Actual PAN
Applied (lbs)
PAN Surplus/
Deficit (lbs)
Actual Volume
Applied (Gallons)
Volume Surplus/
Deficit (Gallons)
Year 1
10,443
11527
-1,084
4,604,318
-432,818
Year 2
10,443
10077
366
4,025,249
146,251
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.
362927 Database Version 3.1 Date Printed: 08-09-2019 Source Page 1 of 1

Narrative
The Following Fields will require deep samples in order to complete the waste plan which are in
progress:
Tract 6618 Field(s): 4A, 4B, 1A, 1B, 1C, 1D
Mr. Collier operates one traveler sytem, and one center pivot system. The traveler operates entirely on
land that is his own, the pivot operates on land that is partly his and partly owned by a neighbor. Refer to
existing map in previous plan.
In this plan he will need to account for 146,251 in year two which hopefully will be utilized once we get
the deep samples back.
362927 Database Version 3.1 Date Printed: 08-09-2019 Narrative Page 1 of 1

The table shown below provides a summary of the crops or rotations included in this plan for each field. Realistic Yield c
are also provided for each crop, as well as the crop's P205 Removal Rate. The Leaching Index (LI) and the Phosphorous
Assessment Tool (PLAT) Rating are also provided for each field, where available.
If a field's PLAT Rating is High, any planned manure application is limited to the phosphorous removal rate of the harvest
biomass for the crop rotation or multiple years in the crop sequence. Fields with a Very High PLAT Rating should receiv
additional applications of manure. Regardless of the PLAT rating, starter fertilizers maybe recommended in accordance N
Carolina State University guidelines or recommendations. The quantity of P205 applied to each crop is shown in the folic
table if the field's PLAT rating is High or Very High.
Planned Crops Summary
Field
Total
Acres
Useable
Acres
Plat
Rating
LI
Soil Series
CropSequence
q
RYE
P205
oval
ReTract
(lbs/acre)
Applied
(lbs/acre)
3530
1A
5.30
5.30
Low
20.0
Lakeland
Small Grain Overseed
1.0 Tons
15
N/A
Hybrid Bennudagrass Hay
4.0 Tons
49
N/A
3530
1 B
4.75
4.75
Low
20.0
Lakeland
Small Grain Overseed
1.0 Tons
15
I
N/A
Hybrid Bennudagrass Hay
4.0 Tons
49
N/A
3530
IC
4.85
4.85
Low
20.0
Lakeland
Small Grain Overseed
1.0 Tons
15
N/A
Hybrid Bennudagrass Hay
4.0 Tons
49
N/A
3530
ID
4.55
4.55
Low
20.0
Lakeland
Small Grain Overseed
1.0 Tons
15
N/A
Hybrid Bennudagrass Hay
4.0 Tons
49
N/A
5403
lA
2.78
2.78
Low
20.0
Lakeland
Small Grain Overseed
1.0 Tons
15
N/A
Hybrid Bennudagrass Hay
4.0 Tons
49
N/A
5403
1 B
2.83
2.83
Low
20.0
Lakeland
Small Grain Overseed
1.0 Tons
15
N/A
Hybrid Bennudagrass Hay
4.0 Tons
49
N/A
6618
1 A
3.18
3.18
Unknown
22.0
Autiyville
Small Grain Overseed
1.0 Tons
15
N/A
Hybrid Bennudagrass Hay
5.5 Tons
68
N/A
6618
1 B
2.73
2.73
Unknown
22.0
Autryville
Small Grain Overseed
1.0 Tons
15
N/A
-
Hybrid Bennudagrass Hay
5.5 Tons
68
N/A
6618
IC
4.85
4.85
Unknown
22.0
Autiyville
Small Grain Overseed
1.0 Tons
15
N/A
Hybrid Bennudagrass Hay
5.5 Tons
68
N/A
6618
ID
3.08
3.08
Unknown
22.0
Autryville
Small Grain Overseed
1.0 Tons
15
N/A
Hybrid Bennudagrass Hay
5.5 Tons
68
N/A
6618
2
5.15
5.15
Low
20.0
Lakeland
Small Grain Overseed
1.0 Tons
15
N/A
Hybrid Bennudagrass Hay
4.0 Tons
49
N/A
6618
3A
2.98
2.98
Low
20.0
Lakeland
Small Grain Overseed
1.0 Tons
15
N/A
Hybrid Bennudagrass Hay
4.0 Tons
49
N/A
6618
3B
3.28
3.28
Low
20.0
Lakeland
Small Grain Overseed
1.0 Tons
15
N/A
Hybrid Bennudagrass Hay
4.0 Tons
49
N/A
6618
4A
1.62
1.62
Unknown
20.0
Pactolus
Small Grain Overseed
1.0 Tons
15
I
N/A
Hybrid Bennudagrass Hay
5.0 Tons
62
N/A
362927
Database Version 3 1
Date Printed 8/9/2019
NOTE: Symbol * means user entered data.
PCS Page 1 of 2

Planned Crops Summary
Tract
Field
Total
Acres
Useable
Acres
Plat
Rating
A
LI
Soil Series
Crop Sequence
RYE
P205
Removal
(Ibs/acre)
Applied
(lbs/acre)
6618
4B
2.12
2.12
Unknown
20.0
Pactolus
Small Grain Overseed
1.0 Tons
15
N/A
Hybrid Bennudagrass Hay
5.0 Tons
62
N/A
6618
5
13.30
13.30
Low
20.0
Norfolk
Corn, Grain
115 bu.
51
N/A
Wheat, Grain
60 bu.
30
N/A
Soybeans, Manured, Double Coop
35 bu.
28
N/A
PLAN TOTALS:
67.35
67.35
LI
Potential Leaching
Technical Guidance
2
Low potential to contribute to soluble
nutrient leaching below the root zone.
None
>= 2
<= 10
Moderate potential to contribute to
soluble nutrient leaching below the
root zone.
Nutrient Management (590) should be planned.
> 10
l I igh potential to contribute to sol uble
nutrient leaching below the root zone.
Nutrient Management (590) should be planned. Other conservation practices that improve
the soils available water holding capacity and improve nutrient use efficiency should be
considered. Examples are Cover Crops (340) to scavenge nutrients, Sod -Based Rotations
(328), Long -Term No-Til I (778), and edge -of -field practices such as Filter Strips (393) and
Riparian Forest Buffers (391).
PLAT Index
Rating
P Management Recommendation
0 - 25
Low
No adjustment needed; N based application
25 - 50
Medium
No adjustment needed; N based application
51 - 100
High
Application limited to crop P removal
> 100
Very High
Starter P application only
362927 Database Version 3.1 Date Printed 8/9/2019
NOTE: Symbol * means user entered data.
PCS Page 2 of 2

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Date Printed: 8/9/2019
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Hybrid Bermudagrass Hay
3530 1B S7 Lakeland 4.75 4.75 Small Grain Overseed
3530 1 B S7 Lakeland 4.75 4.75 Hybrid Bermudagrass Hay
3530 I C S7 Lakeland 4.85 4.85 Stnall Grain Ovctsecd
3530 IC S7 Lakeland 4.85 4.85 Hybrid Bermudagrass Hay
3530 1 D S7 Lakeland 4.55 4.55 Small Grain Overseed
3530 I D S7 Lakeland 4.55 4.55 Hybrid Bermudagrass Hay
5403 IA S7 Lakeland 2.78 2.78 Small Grain Overseed
5403 I A S7 Lakeland 2.78 2.78 Hybrid Bennudagrass Hay
5403 I B S7 Lakeland 2.83 2.83 Small Grain Overseed
5403 I B S7 Lakeland 2.83 2.83 Hybrid Bermudagrass Hay
6618 lA S7 Auttyville 3.18 3.18 Small Grain Overseed
6618 IA S7 Autryville 3.18 3.18 Hybrid Bennudagrass Hay
6618 1 B S7 Autryville 2.73 2.73 Small Grain Overseed
6618 1 B S7 Autryville 2.73 2.73 Hybrid Bennudagrass Hay
6618 IC S7 Autryville 4.85 4.85 Small Grain Overseed
6618 IC S7 Autryville 4.85 4.85 Hybrid Bennudagrass Hay
6618 1 D S7 Autryville 3.08 3.08 Small Grain Overseed
6618 1D S7 Autryville 3.08 3.08 Hybrid Bennudagrass Hay
6618 2 S7 Lakeland 5.15 5.15 Small Grain Overseed
6618 2 S7 Lakeland 5.15 5.15 Hybrid Bennudagrass Hay
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Date Printed: 8/9/2019
Database Version 3.1
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Waste Utilization Table
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2. Symbol * means user entered data.
WUT Page 4 of 4
Date Printed: 8/9/2019
Database Version 3.1
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The Irrigation Application Factors for each field in this plan are shown in the following table. Infiltration rate varies
with soils. If applying waste nutrients through an irrigation system, you must apply at a rate that will not result in
runoff. This table provides the maximum application rate per hour that may be applied to each field selected to
receive wastewater. It also lists the maximum application amount that each field may receive in any one application
event.
Irrigation Application Factors
Tract
Field
Soil Series
Application Rate
(inches/hour)
Application Amount
(inches)
3530
lA
Lakeland
0.75
1.0
3530
1B
Lakeland
0.75
1.0
3530
1C
Lakeland
0.75
1.0
3530
1D
Lakeland
0.75
1.0
5403
IA
Lakeland
0.75
1.0
5403
1B
Lakeland
0.75
1.0
6618
lA
Autryville
0.60
1.0
6618
1B
Autryville
0.60
1.0
6618
1C
Autryville
*0.35
1.0
6618
1D
Autryville
*0.35
1.0
6618
2
Lakeland
*0.35
1.0
6618
3A
Lakeland
*0.35
1.0
6618
3B
Lakeland
*0.35
1.0
6618
4A
Pactolus
0.75
1.0
6618
4B
Pactolus
*0.35
1.0
6618
5
Norfolk
0.50
1.0
362927 Database Version 3.1 Date Printed 8/9/2019 IAF Page 1 of 1

'RECEIVE©
APR 2 6 2022
NC DEO/DWR
Central Office
The Nutrient Management Recommendations table shown below provides an annual summary of the nutrient
management plan developed for this operation. This table provides a nutrient balance for the listed fields and crops
for each year of the plan. Required nutrients are based on the realistic yields of the crops to be grown, their nutrient
requirements and soil test results. The quantity of nutrient supplied by each source is also identified.
The total quantity of nitrogen applied to each crop should not exceed the required amount. However, the quantity
of other nutrients applied may exceed their required amounts. This most commonly occurs when manure or other
byproducts are utilized to meet the nitrogen needs of the crop. Nutrient management plans may require that the
application of animal waste be limited so as to prevent over application of phosphorous when excessive levels of
this nutrient are detected in a field. In such situations, additional nitrogen applications from nonorganic sources
may be required to supply the recommended amounts of nitrogen.
Nutrient Management Recommendations Test
YEAR
0
N
(lbs/A)
P205
(lbs/A)
K20
(lbs/A)
Mg
(lbs/A)
Mn
(lbs/A)
Zn
(lbs/A)
Cu
(lbs/A)
Lime
(tons/A)
Tract Field
3530
lA
Req'd Nutrients
50
10
0
0
0
0
0
0
Acres App. Period
5.30
10/1-3/31
Supplied By:
CROP
Small Grain Overseed
Starter
*10
0
0
0
0
0
0
0
Commercial Fert.
0
0
0
0
0
0
0
0
Soil Series
Lakeland
Residual
r 0
0
0
0
0
0
0
0
RYE Sample Date
1.0 Tons
06-14-19
Manure
40
22
55
5
0
I
0
0
P Removal Rating
4
15 lbs/ac.
Low
BALANCE
0
12
55
5
0
1
0
0
Tract Field
3530
IB
d
Req'Nutrients
50
10
0,
0
0
0
0�
0
Acres App. Period
4.75
10,11-3/31
Supplied By:
CROP
Small Grain Overseed
Starter
*10
0
0
0
0
0
0
0
Commercial Fert.
0
0
0
0
0
0
0
0
Soil Series
Lakeland
Residual
0
0
0
0
0
0
0
0
RYE Sample Date
1.0 Tons
06-14-19
Manure
40
22
55
5
0
1
0
0
P Removal Rating
15 Ibs/ac.
Low
BALANCE
0
12
55
5
0
1
0
0
Tract Field
3530
IC
Req'd Nutrients
50
10
0
0
r
0
0
0
0
Acres App. Period
4.85
10/1-3/31
Supplied By:
CROP
Small Grain Overseed
Starter
*10
0
0
0
0
0
0
T
0
Commercial Fert.
0
0
0
0
0
0
0
0
Soil Series
Lakeland
Residual
0
0
0
0
0
0
0
0
RYE Sample Date
1.0 Tons
06-14-19
Manure
40
22
55
5
0
l
0
0
P Removal Rating
A
15 Ibs/ac.
Low
,
BALANCE
♦
0
12
55
5
0
1
0
0
Tract Field
3530
ID
Req'd Nutrients
50
90
80
0
0
I r
0
2
,
I
Acres App. Period
4.55
10/1-3/31
Supplied By:
CROP
Small Grain Overseed
Starter
*10
0
0
0
0
0
0
0
Commercial Fert.
0
0
0
0
0
0
0
0
Soil Series
Lakeland
Residual
0
0
0
0
0
0
0
0
RYE Sample Date
1.0 Tons
06-14-19
Manure
40
22
55
5
0
1
0
0
P Removal I Rating
15 lbs/ac.
Low
BALANCE
0
-68
-25
5
0
1
-2
-1
362927
Database Version 3.1
Date Printed: 8/9/2019
NMR Page 1 of 9

Nutrient Management Recommendations Test
YEAR
0
N
(lbs/A)
P205
(lbs/A)
K2O
(lbs/A)
Mg
(lbs/A)
Mn
(lbs/A)
Zn
(lbs/A)
Cu
(lbs/A)
Lime
(tons/A)
Tract Field
5403
IA
Req'd Nutrients
50
50
120
0
0
0
2
1
Acres App. Period
2.78
10/1-3/31
Supplied By:
CROP
Small Grain Overseed
Starter
*10
0
0
0
0
0
0
0
Commercial Fert.
0
0
0
0
0
0
0
0
Soil Series
Lakeland
Residual
0
0
0
0
0
0
0
0
RYE Sample Date
1.0 Tons
06-14-19
Manure
40
22
55
5
0
1
0
0
P Removal Rating
15 lbs/ac.
Low
BALANCE
0
-28
-65
5
0
I
-2
-1
Tract Field
5403
1B
Req'd Nutrients
50
50
120
0
0
0
2
1
Acres App. Period
2.83
IOil -3/3I
Supplied By:
CROP
Small Grain Overseed
Starter
*10
0
0
0
0
0
0
0
Commercial Fert.
0
0
0
0
0
0
0
0
Soil Series
Lakeland
Residual
0
0
0
0
0
0
0
0
RYE 1 Sample Date
1.0 Tons
06-14-19
Manure
40
22
55
5
0
1
0
0
P Removal Rating
15 lbs/ac.
Low
BALANCE
0
-28
-65
5
-
0
1
-2
-1
Tract Field
6618
IA
Req'd Nutrients
50
0
0
1
0
0
0
+
0
0
Acres App. Period
3.18
10/1-3/31
Supplied By:
CROP
Small Grain Overseed
Starter
0
0
0
0
—
0
0
0
0
Commercial Fert.
0r
0
0
0
0
0
0
0
Soil Series
Autryville
Residual
0
0
0
0
0
0
0
0
RYE Sample Date
1.0 Tons
06-14-19
Manure
0
0
0
0
0
0
0
0
P Removal Rating
15 lbs/ac.
Unknown
BALANCE
-50
0
0
0
0
0
0
0
Tract Field
6618
I B
Req'd Nutrients
50
0
0
0
0
0
0
0
Acres App. Period
2.73
10/1-3/31
Supplied By:
CROP
Small Grain Overseed
Starter
0
0
0
0
0
0
0
0
Commercial Fert.
0
0
0
0
0
0
0
0
Soil Series
Autryville
Residual
0
0
0
0
0
0
0
0
RYE Sample Date
1.0 Tons
06-14-19
Manure
0
0
0
0
0
0
0
0
P Removal Rating
15 lbs/ac.
Unknown
BALANCE
-50
0
0
0
0
0
0
0
Tract Field
6618
IC
Req'd Nutrients
50
0
0
4
0
0
0
0
0
Acres App. Period
4.85
10/1-3/31
Supplied By:
CROP
t
Small Grain Overseed
Starter
0
0
0
0
0
0
0
0
Commercial Fert.
0
0
0
0
0
0
0
0
Soil Series
Autryville
Residual
0
0
0
0
0
0
0
0
RYE Sample Date
1.0 Tons
06-14-19
Manure
Q
0
0
0
0
0
0
0
P Removal Rating
15 Ibs/ac.
Unknown
BALANCE
-50
0
0
0
0
0
0
0
362927 Database Version 3.1 Date Printed: 8/9/2019
NMR Page 2 of 9

Nutrient Management Recommendations Test
YEAR
0
N
(lbs/A)
P205
(lbs/A)
K20
(lbs/A)
Mg
(lbs/A)
Mn
(lbs/A)
Zn
(lbs/A)
Cu
(lbs/A)
Lime
(tons/A)
Tract Field
6618
ID
Req'd Nutrients
50
0
0
0
0
0
0
0
Acres App. Period
3.08
10/1-3/31
Supplied By:
CROP
Small Grain Overseed
Starter
0
0
0
0
0
0
0
0
Commercial Fert.
0
0
0
0
0
0
0
0
Soil Series
Autryville
Residual
0
0
0
0
0
0
0
0
RYE Sample Date
1.0 Tons
06-14-19
Manure
0
0
0
0
0
.0
0
0
P Removal Rating
15 lbslac.
Unknown
BALANCE
-50
0
0
0
0
0
0
0
Tract 1 Field
6618
2
Req'd Nutrients
50
0
0
0
0
0
0
0
Acres App. Period
5.15
10/1-3/31
Supplied By:
CROP
Small Grain Overseed
Starter
*1 0
0
0
0
0
0
0
0
Commercial Fert.
0
0
0
0
0
0
0
0
Soil Series
Lakeland
Residual
0
0
0
0
0
0
0
0
RYE Sample Date
1.0 Tons
06-14-19
Manure
40
22
55
5
0
1
0
0
P Removal Rating
15 Ibs/ac.
Low
BALANCE
0
22
55
5
0
I
—
0
0
Tract Field
6618
3A
Req'd Nutrients
50
•
0
.I
0
0
r y
0
0
.
0
0
Acres App. Period
2.98
10/1-3/31
Supplied By:
CROP
Small Grain Oveiseed
Starter
*10
0
0
0
0
0
0
0
Commercial Felt.
0
0
0
0
0
0
0
0
Soil Series
Lakeland
Residual
0
0
0
0
0
0
0
0
RYE i Sample Date
1.0 Tons
06-14-19
Manure
40
22
55
5
0
1
0
0
P Removal Rating
i
15 lbs/ac.
Low
BALANCE
L
0
22
55
5
0
1
0
0
Tract Field
6618
3B
Req'd Nutrients
r
50
0
0
0
0
0
0
0
Acres App. Period
3.28
10/1-3/31
Supplied By:
CROP
Small Grain Overseed
Starter
*10
0
0
0
0
0
0
0
Commercial Fert.
0
0
0
0
0
0
0
0
Soil Series
Lakeland
Residual
0
0
0
0
0
0
0
0
RYE Sample Date
1.0 Tons
06-14-19
Manure
40
22
55
5
0
1
0
0
P Removal Rating
15 1bs/ac.
Low
BALANCE
0
22
55
5
0
1
0
0
Tract Field
6618
4A
Req'd Nutrients
A
50
150
150
0
0
I
0
2
0
Acres App. Period
1.62
1011-3/31
Supplied By:
CROP
Small Grain Overseed
Starter
*10
0
0
01
0
0
0
0
Commercial Fert.
0
0
0
0
0
0
0
0
Soil Series
Pactolus
Residual
0
0
0
0
0
0
0
0
RYE Sample Date
1.0 Tons
06-26-19
Manure
40
22
55
5
0
1
0
0
P Removal Rating
15 lbs/ac.
Unknown
J
BALANCE
0
-128
-95
5
0
1
-2
_
0
362927 Database Version 3.1 Date Printed: 8/9/2019
NMR Page 3 of 9

Nutrient Management Recommendations Test
YEAR
Q
N
(lbs/A)
P205
(lbs/A)
K20
(lbs/A)
7
Mg
(Ibs/A)
Mn
(lbs/A)
Zn
(lbs/A)
Cu
(lbs/A)
Lime
(tons/A)
Tract Field
6618
4B
Req'd Nutrients
50
0
80
0
0
0
0
0
i
Acres App. Period
2.12
10/1-3/31
Supplied By:
CROP
Small Grain Overseed
Starter
0
0
0
0
0
0
0
0
Commercial Fert.
0
0
0
0
0
0
0
0
Soil Series
Pactolus
Residual
0
0
0
0
0
0
0
0
RYE Sample Date
1.0 Tons
06-14-19
Manure
0
0
0
0
0
0
0
0
P Removal Rating
15 lbs/ac.
Unknown
BALANCE
-50
0
-80
0
0
0
0
0
NOTE: Symbol * means user entered data.
362927 Database Version 3.1 Date Printed: 8/9/20I9 NMR Page 4 of 9

Nutrient Management Recommendations Test
YEAR
1
N
(lbs/A)
P205
(lbs/A)
K20
(lbs/A)
Mg
(lbs/A)
Mn
(lbs/A)
Zn
(lbs/A)
Cu
(lbs/A)
Lime
(tons/A)
Tract Field
3530
lA
Req'd Nutrients
200
10
10
0
0
0
0
0
Acres App. Period
5.30
3/1-9/30
Supplied By:
CROP
Hybrid Bennudagrass
Hay
Starter
*10
0
0
0
0
0
0
0
Commercial Fert.
0
0
0
0
0
0
0
0
Soil Series
Lakeland
Residual
0
0
0
0
0
0
0
0
RYE Sample Date
4.0 Tons
06-14-19
Manure
190
104
260
23
1
4
1
0
P Removal Rating
49 lbs/ac.
Low
BALANCE
0
94
250
23
1
4
1
0
Tract Field
3530
1B
Req'd Nutrients
200
10
IO
0
0
0
0
0
Acres IApp. Period
4.75
3/1-9/30
Supplied By:
CROP
Hybrid Bennudagrass
Hay
Starter
*10
0
0
0
0
0
0
0
Commercial Fert.
0
0
0
0
0
0
0
0
Soil Series
Lakeland
Residual
0
0
0
0
0
0
0
0
RYE 'Sample Date
4.0 Tons
06-14-19
Manure
190
104
260
23
l
4
1
0
P Removal Rating
49 Ibs/ac.
Low
BALANCE
0
94
250
23
1
4
1
0
Tract Field
3530
IC
Req'd Nutrients
200
10
10
0
0
0
0
0
Acres App. Period
4.85
3/1-9/30
Supplied By:
CROP
Hybrid Bennudagrass
Hay
Starter
*10
0
0
0
0
0
0
0
Commercial Fert.
0
0
0
0
0
0
0
0
Soil Series
Lakeland
Residual
0
0
0
0
0
0
0
0
RYE Sample Date
4.0 Tons
06-14-19
Manure
190
104
260
23
l
4
1
0
P Removal Rating
49 Ibs/ac.
Low
A.
BALANCE
0
94
250
23
I
4
1
0
Tract Field
3530
ID
Req'd Nutrients
I
200
90
160
0
0
0
0
0
Acres App. Period
4.55
3/1-9/30
Supplied By:
CROP
Hybrid Bennudagrass
Hay
Starter
*10
0
0
0
0
0
0
0
Commercial Fert.
0
0
0
0
0
0
0
0
Soil Series
Lakeland
Residual
0
0
0
0
0
0
0
0
RYE Sample Date
4.0 Tons
06-14-19
Manure
190
104
260
23
1
4
1
0
P Removal Rating
49 lbs/ac.
Low
r
BALANCE
0
14
100
23
1
4
1
0
Tract Field
5403
IA
Req'd Nutrients
r
200
50
210
0
0
0
0
-
0
Acres App. Period
2.78
3/1-9/30
Supplied By:
CROP
Hybrid Bennudagrass
Hay
Starter
*10
0
0
0
0
0
0
0
Commercial Fert.
0
0
0
0
0
0
0
0
Soil Series
Lakeland
Residual
0
0
0
0
0
0
0
0
RYE Sample Date
4.0 Tons
06-14-19
Manure
190
104
260
23
1
4
1
0
P Removal Rating
49 lbs/ac.
Low
BALANCE
0
54
50
23
I
4
1
0
362927 Database Version 3_ l Date Printed: 8/9/2019
NMR Page 5 of 9

Nutrient Management Recommendations Test
YEAR
1
N
(lbs/A)
P2O5
(lbs/A)
K2O
(lbs/A)
Mg
(lbs/A)
Mn
(lbs/A)
Zn
(lbs/A)
Cu
(lbs/A)
Lime
(tons/A)
Tract Field
5403
1B
Req'd Nutrients
200
50
210
0
0
0
0
0
Acres App. Period
2.83
3/1-9/30
Supplied By:
CROP
Hybrid Bermudagrass
Hay
Starter
*10
0
0
0
0
0
0
0
Commercial Fert.
0
0
0
0
0
0
0
0
Soil Series
Lakeland
Residual
0
0
0
0
0
0
0
0
RYE Sample Date
4.0 Tons
06-14-19
Manure
190
104
260
23
1
4
1
0
P Removal Rating
49 lbs/ac.
Low
BALANCE
0
54
50
23
1
4
1
0
Tract Field
6618
A
1A
Req'd Nutrients
269
0
50
0
0
0
0
1
0
Acres App. Period
3.18
3/1-9/30
Supplied By:
CROP
Hybrid Bennudagrass
Hay
Starter
0
0
0
0
0
0
0
0
Commercial Fert.
0
0
0
0
0
0
0
0
Soil Series
Autryville
Residual
0
0
0
0
0
0
0
0
RYE Sample Date
5.5 Tons
06-14-19
Manure
0
0
0
0
0
0
0
0
P Removal Rating
68 Ibs!ac.
Unknown
BALANCE
-269
0
-50
0
0
0
0
0
Tract Field
6618
I B
Req'd Nutrients
269
0
50
0
0
0
0
0
Acres App. Period
2.73
31-9/30
Supplied By:
CROP
Hybrid Bermudagrass
Hay
Starter
0
0
0
0
0
0
0
0
Commercial Fert.
0
0
0
0
0
0
0
0
Soil Series
Autryville
Residual
0
0
0
0
0
0
0
0
RYE Sample Date
5.5 Tons
06-14-19
Manure
0
0
0
0
0
0
0
0
P Removal Rating
68 Ibs!ac.
Unknown
BALANCE
-269
0
-50
0
0
0
0
0
Tract Field
6618
IC
Req'd Nutrients
269
0
50
0
0
0
0
1
0
Acres App. Period
4.85
3/1-9/30
Supplied By:
CROP
Hybrid Bermudagrass
Hay
Starter
0
0
0
0
0
0
0
0
Commercial Fert.
0
0
0
0
0
0
0
0
Soil Series
Autryville
Residual
0
0
0
0
0
0
0
0
RYE Sample Date
5.5 Tons
06-14-19
Manure
0
0
0
0
0
0
0
0
P Removal Rating
68 lbs/ac.
Unknown
BALANCE
-269
0
-50
0
0
0
0
0
Tract Field
6618
ID
Req'd Nutrients
269
0
50
0
0
0
0
0
Acres App. Period
3.08
3/1-9/30
Supplied By:
CROP
Hybrid Bermudagrass
Hay
Starter
0
0
0
0
0
0
0
0
Commercial Fert.
0
0
0
0
0
0
0
0
Soil Series
Autryville
Residual
0
0
0
0
0
0
0
0
RYE Sample Date
5.5 Tons
06-14-19
Manure
0
0
0
0
0
0
0
0
P Removal Rating
68 Ibs/ac.
Unknown
BALANCE
-269
0
-50
0
0
0
0
0
362927 Database Version 3.1 Date Printed: 8/9/2019
NMR Page 6 of 9

Nutrient Management Recommendations Test
YEAR
1
N
(lbs/A)
P2O5
(lbs/A)
K2O
(lbs/A)
Mg
(lbs/A)
Mn
(lbs/A)
Zn
(lbs/A)
Cu
(lbs/A)
Lime
(tons/A)
Tract Field
6618
2
Req'd Nutrients
200
0
30
0
0
0
0
0
Acres App. Period
5.15
3/1-9/30
Supplied By:
CROP
Hybrid Bennudagrass
Hay
Starter
*10
0
0
0
0
0
0
0
Commercial Fert.
0
0
0
0
0
0
0
0
Soil Series
Lakeland
Residual
0
0
0
0
0
0
0
0
RYE 1 Sample Date
4.0 Tons
06-14-19
Manure
190
104
260
23
1
4
1
0
P Removal Rating
49 lbs/ac.
Low
BALANCE
0
104
230
23
1
4
1
0
Tract Field
6618
3A
Req'd Nutrients
200
0
20
0
0
0
0
J
0
Acres App. Period
2.98
3/1-9/30
Supplied By:
CROP
Hybrid Berrnudagrass
Hay
Starter
*10
0
0
0
0
0
0
0
Commercial Fert.
0
0
0
0
0
0
0
0
Soil Series
Lakeland
Residual
0
0
0
0
0
0
0
0
RYE I Sample Date
4.0 Tons
06-14-19
Manure
190
104
260
23
1
4
1
0
P Removal Rating
49 lbs/ac.
Low
BALANCE
0
104
240
23
1
4
1
0
Tract Field
6618
3B
Req'd Nutrients
200
0
20
0
0
0
0
0
Acres App. Period
3.28
3/1-9/30
Supplied By:
CROP
Hybrid Bennudagrass
Hay
Starter
*10
0
0
0
0
0
0
0
Commercial Fert.
0
0
0
0
0
0
0
0
Soil Series
Lakeland
Residual
0
0
0
0
0
0
0
0
RYE Sample Date
4.0 Tons
06-14-19
Manure
190
104
260
23
I
4
1
0
P Removal Rating
49 lbs/ac.
Low
•
BALANCE
0
104
240
23
1
4
1
0
Tract Field
6618
4A
Req'd Nutrients
239
150
250
0
0
0
r
0
0
Acres App. Period
1.62
3/1-9/30
Supplied By:
CROP
Hybrid Bennudagrass
Hay
Starter
0
0
0
0
0
0
0
0
Commercial Fert.
0
0
0
0
0
0
0
0
Soil Series
Pactolus
Residual
0
0
0
0
0
0
0
0
RYE Sample Date
5.0 Tons
06-26-19
Manure
0
0
0
0
0
0
0
0
P Removal Rating
62 lbs/ac.
Unknown
BALANCE
-239
-150
-250
0
0
0
0
0
Tract Field
6618
4B
Req'd Nutrients
239
0
160
0
•
0
0
w
0
0
Acres App. Period
2.12
3/1-9/30
Supplied By:
CROP
Hybrid Bennudagrass
Hay
Starter
0
0
0
0
0
0
0
0
Commercial Fert.
0
0
0
0
0
0
0
0
Soil Series
Pactolus
Residual
0
0
0
0
0
0
0
0
RYE Sample Date
5.0 Tons
06-14-19
Manure
0
0
0
0
0
0
0
0
P Removal Rating
62 lbs/ac.
Unknown
BALANCE
-239
0
-160
0
0
0
0
0
362927 Database Version 3.1 Date Printed: 8/9/2019
NMRPage 7 of 9

Nutrient Management Recommendations Test
YEAR
1
N
(lbs/A)
P2O5
(lbs/A)
K2O
(Ibs/A)
Mg
(lbs/A)
Mn
(lbs/A)
Zn
(lbs/A)
Cu
(lbs/A)
Lime
(tons/A)
Tract T Field
6618
5
Req'd Nutrients
131
0
30
0
0
0
0
0
Acres App. Period
13.30
2/15-6/30
Supplied By:
CROP
Corn, Grain
Starter
*10
0
0
0
0
0
0
0
Commercial Fert.
0
0
0
0
0
0
0
0
Soil Series
Norfolk
Residual
0
0
0
0
0
0
0
0
RYE Sample Date
115 bu.
06-14-19
Manure
121
66
166
15
1
3
I
0
P Removal Rating
51 lbs/ac.
Low
BALANCE
0
66
136
15
1
3
1
0
Tract Field
6618
r
5
Req'd Nutrients
125
0
30
0
0
0
0
i
0
Acres App. Period
13.30
9/1-4/30
Supplied By:
CROP
Wheat, Grain
Starter
*10
0
0
0
0
0
0
0
Commercial Fert.
0
0
0
0
0
0
0
0
Soil Series
Norfolk
Residual
0
0
0
0
0
0
0
0
RYE Sample Date
60 bu.
06-14-19
Manure
115
63
157
14
1
3
1
0
P Removal Rating
30 lbs/ac.
Low
BALANCE
0
63
127
14
1
3
1
0
L
NOTE: Symbol * means user entered data.
362927 Database Version 3.1 Date Printed: 8/9/2019 NMR Page 8 of 9

Nutrient Management Recommendations Test
YEAR
2
N
(lbs/A)
P2O5
(lbs/A)
K2O
(lbs/A)
Mg
(lbs/A)
Mn
(lbs/A)
Zn
(lbs/A)
Cu
(lbs/A)
Lime
(tons/A)
Tract Field
6618
5
Req'd Nutrients
137
0
30
0
0
0
0
0
Acres App. Period
13.30
4/1-9/15
Supplied By:
CROP
Soybeans, Manured,
Double Crop
Starter
*l0
0
0
0
0
0
0
0
Commercial Fert.
0
0
0
0
0
0
0
0
Soil Series
Norfolk
Residual
0
0
0
0
0
0
0
0
RYE Sample Date
35 bu.
06-14-19
Manure
127
69
174
16
1
3
1
0
P Removal Rating
28 lbs/ac.
Low
BALANCE
0
69
144
16
1
3
1
0
NOTE: Symbol * means user entered data.
362927 Database Version 3.1 Date Printed: 8/9/2019 NMR Page 9 of 9

U Usa, a) 00 g
g "O
C3
CA g . C
O N y
0) 0 .) bA 0
a) N N _
c d
C�••
y �,
6.
cal
a)
p a) .2 a)
•
N › O •'C i' 'O 8
_ a) Lam,
'rd." ed
O -- 0' M O E
O
z O •— N O,
p icY 0 ..fl a- ' O
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Date Printed: 08-09-2019
Database Version 3.1
CYN
CA

The following Lagoon Sludge Nitrogen Utilization table provides an estimate of the number of acres needed for
sludge utilization for the indicated accumulation period. These estimates are based on average nitrogen
concentrations for each source, the number of animals in the facility and the plant available nitrogen application
rates shown in the second column.
Lagoon sludge contains nutrients and organic matter remaining after treatment and application of the effluent. At
clean out, this material must be utilized for crop production and applied at agronomic rates. In most cases, the
priority nutrient is nitrogen but other nutrients including phosphorous, copper and zinc can also be limiting. Since
nutrient levels are generally very high, application of sludge must be carefully applied.
Sites must first be evaluated for their suitability for sludge application. Ideally, effluent spray fields should not be
used for sludge application. If this is not possible, care should be taken not to load effluent application fields with
high amounts of copper and zinc so that additional effluent cannot be applied. On sites vulnerable to surface water
moving to streams and lakes, phosphorous is a concern. Soils containing very high phosphorous levels may also
be a concern.
Lagoon Sludge Nitrogen Utilization Table
Crop
Maximum
PA-N Rate
lb/ac
Maximum Sludge
Application Rate
1000 gal/ac
Minimum Acres
5 Years Accumulation
Minimum Acres
10 Years Accumulation
Minimum Acres
15 Years Accumulation
Swine Feeder -Finish Lagoon Sludge - Standard
Corn 120 bu
150
13.16
56.41
112.83
169.24
Hay 6 ton R.Y.E.
300
26.32
28.21
56.41
84.62
Soybean 40 bu
160
14.04
52.89
105.78
158.66
362927 Database Version 3.1 Date Printed: 08-09-2019 Sludge Page 1 of 1

The Available Waste Storage Capacity table provides an estimate of the number of days of storage
capacity available at the end of each month of the plan. Available storage capacity is calculated as the
design storage capacity in days minus the number of days of net storage volume accumulated. The start
date is a value entered by the user and is defined as the date prior to applying nutrients to the first crop in
the plan at which storage volume in the lagoon or holding pond is equal to zero.
Available storage capacity should be greater than or equal to zero and less than or equal to the design
storage capacity of the facility. If the available storage capacity is greater than the design storage
capacity, this indicates that the plan calls for the application of nutrients that have not yet accumulated.
If available storage capacity is negative, the estimated volume of accumulated waste exceeds the design
storage volume of the structure. Either of these situations indicates that the planned application interval
in the waste utilization plan is inconsistent with the structure's temporary storage capacity.
Available Waste Storat e Capacity
t
Source Name
Swine Feeder -Finish Lagoon Liquid
Design Storage Capacity (Days)
Start Date
9/1
180
Plan Year
Month
Available Storage Capacity (Days) *
1
1
79
1
2
51
1
3
48
1
4
95
1
5
112
1
6
130
1
7
147
1
8
164
1
9
134
1
10
155
1
11
177
1
12
146
2
1
115
2
2
87
2
3
56
2
4
104
2
5
151
2
6
169
2
7
180
2
8
180
2
9
150
2
10
144
2
11
139
2
12
108
* Available Storage Capacity is calculated as of the end of each month.
362927 Database Version 3.1 Date Printed: 08-09-2019 Capacity Page 1 of 1

Required Specifications For Animal Waste Management
1. Animal waste shall not reach surface waters of the state by runoff, drift,
manmade conveyances, direct application, or direct discharge during
operation or land application. Any discharge of waste that reaches surface
water is prohibited.
2. There must be documentation in the design folder that the producer
either owns or has an agreement for use of adequate land on which to
properly apply the waste. If the producer does not own adequate land to
properly dispose of the waste, he/she shall provide evidence of an
agreement with a landowner, who is within a reasonable proximity,
allowing him/her the use of the land for waste application. It is the
responsibility of the owner of the waste production facility to secure an
update of the Nutrient Management Plan when there is a change in the
operation, increase in the number of animals, method of application,
receiving crop type, or available land.
3. Animal waste shall be applied to meet, but not exceed, the nitrogen needs
for realistic crop yields based upon soil type, available moisture, historical
data, climatic conditions, and level of management, unless there are
regulations that restrict the rate of applications for other nutrients.
4. Animal waste shall be applied to land eroding less than 5 tons per acre
per year. Waste may be applied to land eroding at more than 5 tons per
acre per year but less than 10 tons per acre per year provided grass filter
strips are installed where runoff leaves the field (see USDA, NRCS Field
Office Technical Guide Standard 393 - Filter Strips).
5. Odors can be reduced by injecting the waste or by disking after waste
application. Waste should not be applied when there is danger of drift
from the land application field.
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).
362927 Database Version 3.1 Date Printed: 8/9/2019 Specification Page 1

7. Liquid waste shall be applied at rates not to exceed the soil infiltration
rate such that runoff does not occur offsite or to surface waters and in a
method which does not cause drift from the site during application. No
ponding should occur in order to control odor and flies.
8. Animal waste shall not be applied to saturated soils, during rainfall
events, or when the soil surface is frozen.
9. Animal waste shall be applied on actively growing crops in such a manner
that the crop is not covered with waste to a depth that would inhibit
growth. The potential for salt 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.
362927 Database Version 3.1 Date Printed: 8/9/2019 Specification Page 2

r RECENO
APR 26 202Z
NC DEQ/DWR
Central Office
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.
362927 Database Version 3.1 Date Printed: 8/9/2019 Specification Page 3

22. Waste shall be tested within 60 days of utilization and soil shall be tested
at least annually at crop sites where waste products are applied. Nitrogen
shall be the rate -determining nutrient, unless other restrictions require
waste to be applied based on other nutrients, resulting in a lower
application rate than a nitrogen based rate. Zinc and copper levels in the
soils shall be monitored and alternative crop sites shall be used when
these metals approach excessive levels. pH shall be adjusted and
maintained for optimum crop production. Soil and waste analysis
records shall be kept for a minimum of five years. Poultry dry waste
application records shall be maintained for a minimum of three years.
Waste application records for all other waste shall be maintained for five
(5) years.
23. Dead animals will be disposed of in a manner that meets North Carolina
regulations.
362927 Database Version 3.1 Date Printed: 8/9/2019 Specification Page 4

Crop Notes
The following crop note applies to field(s): 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): 4A, 4B
Bernudagrass Coastal Plain, Mineral Soil, Moderately Well Drained.
Adaptation: Well -adapted.
In the Coastal Plain, hybrid bernudagrass sprigs can be planted Mar. 1 to Mar. 31. Cover sprigs 1" to 3"
deep (1.5" optimal). Sprigs should be planted quickly after digging and not allowed to dry in sun and
wind. For Coastal and Tifton 78 plant at least 10 bu/ac in 3' rows, spaced 2' to 3' in the row. Generally a
rate of 30 bu/ac is satisfactory to produce full groundcover in one or two years under good growing
conditions. Tifton 44 spreads slowly, so use at least 40 bu/ac in 1.5' to 2' rows spaced 1' to 1.5' in row.
For broadcast/disked-in sprigs use about 60 bu/ac. Soil test for the amounts of lime, phosphorus,
potassium and micronutrients to apply preplant and for annual maintenance. Apply 60 to 100 lb/ac N in
the establishment year in split applications in April and July. For established stands apply 180 to 240
lb/ac N annually in split applications, usually in April and following the first and second hay cuts.
Reduce N rates by 25% for grazing. Refer to NCSU Technical Bulletin 305 Production and Utilization
of Pastures and Forages in North Carolina for more information or consult your regional agronomist or
extension agent for assistance.
362927 Database Version 3.1 Date Printed: 08-09-2019 Crop Note Page 1 of 5

The following crop note applies to field(s): 1A, 1B, 1C, 1D
Bermudagrass Coastal Plain, Mineral Soil, Moderately Well Drained.
Adaptation: Well -adapted.
In the Coastal Plain, hybrid bermudagrass sprigs can be planted Mar. 1 to Mar. 31. Cover sprigs 1" to 3"
deep (1.5" optimal). Sprigs should be planted quickly after digging and not allowed to dry in sun and
wind. For Coastal and Tifton 78 plant at least 10 bulac in 3' rows, spaced 2' to 3' in the row. Generally a
rate of 30 bu/ac is satisfactory to produce full groundcover in one or two years under good growing
conditions. Tifton 44 spreads slowly, so use at least 40 bu/ac in 1.5' to 2' rows spaced 1' to 1.5' in row.
For broadcast/disked-in sprigs use about 60 bu/ac. Soil test for the amounts of lime, phosphorus,
potassium and micronutrients to apply preplant and for annual maintenance. Apply 60 to 100 lb/ac N in
the establishment year in split applications in April and July. For established stands apply 180 to 240
lb/ac N annually in split applications, usually in April and following the first and second hay cuts.
Reduce N rates by 25% for grazing. Refer to NCSU Technical Bulletin 305 Production and Utilization
of Pastures and Forages in North Carolina for more information or consult your regional agronomist or
extension agent for assistance.
The following crop note applies to field(s): 1A, 1B, 1C, 1D, 2, 3A, 3B
Bennudagrass Coastal Plain, Mineral Soil, Well Drained to Excessively Drained
Adaptation: Well -adapted.
In the Coastal Plain, hybrid bermudagrass sprigs can be planted Mar. 1 to Mar. 31. Cover sprigs 1" to 3"
deep (1.5" optimal). Sprigs should be planted quickly after digging and not allowed to dry in sun and
wind. For Coastal and Tifton 78 plant at least 10 bu/ac in 3' rows, spaced 2' to 3' in the row. Generally a
rate of 30 bu/ac is satisfactory to produce full groundcover in one or two years under good growing
conditions. Tifton 44 spreads slowly, so use at least 40 bu/ac in 1.5' to 2' rows spaced 1' to 1.5' in row.
For broadcast/disked-in sprigs use about 60 bu/ac. Soil test for the amounts of lime, phosphorus,
potassium and micronutrients to apply preplant and for annual maintenance. Sulfur will be needed on
deep sands with high leaching. 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. For better soils the N rate can be increased to 300
lb/ac. 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.
362927 Database Version 3.1 Date Printed: 08-09-2019 Crop Note Page 2 of 5

The following crop note applies to field(s): 4A, 4B
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): 1A, 1B, 1C, 1D
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.
362927 Database Version 3.1 Date Printed: 08-09-2019 Crop Note Page 3 of 5

The following crop note applies to field(s): 1A, 1B, 1C, 1D, 2, 3A, 3B
Small Grain: Coastal Plain, Mineral Soil, highly 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 recommended by a soil test report can also be applied at this
time. The recommended rate of potash should be split with 1/2 applied at planting and the other 1/2
applied when the N is topdressed in the Spring. The remaining N should be applied during the months of
February -March. The total N needed is dependent on the soil type. Apply sulfur at the rate of 5 lbs/acre at
planting and another 20 lbs/acre with the topdress N. Plant samples can be analyzed during the growing
season to monitor the nutrient status of the oats, barley and rye. Timely management of diseases, insects
and weeds are essential for profitable oat, barley and rye production.
The following crop note applies to field(s): 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 arca 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.
362927 Database Version 3.1 Date Printed: 08-09-2019 Crop Note Page 4 of 5

The following crop note applies to field(s): 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" 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.
362927 Database Version 3.1 Date Printed: 08-09-2019 Crop Note Page 5 of 5

RECEIVED
APR 2 6.2022
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Swine Farm Waste Management Odor Control Checklist
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Insect Control Checklist for Animal Operations
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Insect Control Checklist for Animal Operations
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AMIC - November 11, 1996, page 2

EMERGENCY ACTION PLAN
PHONE NUMBERS
DWQ f1io `i33-33ao
EMERGENCY MANAGEMENT SYSTEM q (p (o 1 $ — T $
SWCD 11.0 414-- (9 -e4ir3
NRCS dito y $` - IN.11 c- —T
This plan will be implemented in the event that wastes from your operation are leaking,
overflowing, or running off site. You should not wait until wastes reach surface waters or leave
your property to consider that you have a problem. You should make every effort to ensure that
this does not happen. This plan should be posted in an accessible location for all employees at the
facility. The following are some action items you should take.
1. Stop the release of wastes. Depending on the situation, this may or may not be possible.
Suggested responses to some possible problems are listed below.
A. Lagoon overflow -possible solutions are:
a. Add soil to berm to increase elevation of dam.
b. Pump wastes to fields at an acceptable rate.
c. Stop all 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.
1 December 18, 1996

D: Leakage from flush systems, houses, solid separators -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 - - . 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 - -
c. Instruct EMS to contact local Health Department.
d. Contact CES, phone number - - , local SWCD office phone number - - , and
local NRCS office for advice/technical assistance phone number - -
2 December 18, 1996

4: If none of the above works call 911 or the Sheriffs Department and explain your problem to
them and ask that person to contact the proper agencies for you.
5: Contact the contractor of your choice to begin repair of problem to minimize off -site damage.
a. Contractors Name: L-- Co."-s1--uci-r(.4-`---
b. Contractors Address:
c. Contractors Phone:
6: Contact the technical specialist who certified the lagoon (MRCS, Consulting Engineer, etc.)
a. Name: Ce-Ce.l-. O r . -) i Pi. -- _
b. Phone:
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.
3 December 18, 1996

RECEIVED
APR 2 6 2022
NC DEQ/DWR
Central Office
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
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an
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n
Version —November 26, 2018
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
ditionyI torary procedures or measures for disposal according to G.S. 106-399.4.
J-06
Date
Signature of Technical Specialist Date

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 Iagoon for any reason except a 25-year, 24-hour storm is a violation of
state law and subject to penalty action,
The routine maintenance of a lagoon involves the following:
Maintenance of a vegetative cover for the dam.
Fescue or common bermudagrass are the most common vegetative
covers. The vegetation should be fertilized each year, if needed, to
maintain a vigorous stand. The amount of fertilizer applied should be
based on a soils test, but in the event that it is not practical to obtain
a soils test each year, the lagoon embankment and surrounding areas
should be fertilized with 800 pounds per acre of 10-10-10, or
equivalent.
Brush and trees on the embankment must be controlled. This may be
done by mowing, spraying, grazing, chopping, or a combination of
these practices. This should be done at least once a year and
possibly twice in years that weather conditions are favorable for
heavy vegetative growth.
NOTE: If vegetation is controlled by spraying, the herbicide must not be allowed to enter
the lagoon water. Such chemicals could harm the bacteria in the lagoon that are treating
the waste.
Maintenance inspections of the entire lagoon should be made during the initial filling of
the lagoon and at least monthly and after major rainfall and storm events. Items to be
checked should include, as a minimum, the following:
Waste Inlet Pipes, Recycling Pipes, and Overflow Pipes ---look for:
1. separation of joints
2. cracks or breaks
3. accumulation of salts or minerals
4, overall condition of pipes

• Lagoon surface ---look for:
1. undesirable vegetative growth
2. floating or lodged debris
Embankment---Iook 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 agoons. 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:
- l . recycling pumps
2. irrigation pumps
Check for leaks, loose fittings, and overall pump operation. An unusually loud or grinding
noise, or a large amount of vibration, may indicate that the pump is in need or repair or
replacement.
NOTE: Pumping systems should be inspected and operated frequently enough so that you
are not completely "surprised" by equipment failure. You should perform your pumping
system maintenance at a time when your lagoon is at its low level. This will allow some
safety time should major repairs be required. Having a nearly full lagoon is not the time
to think about switching, repairing , or borrowing pumps. Probably, if your lagoon is full,
your neighbor's lagoon is full also. You should consider maintaining an inventory of spare
parts or pumps.
Surface water diversion features are designed to carry all surface
drainage waters (such as rainfall runoff, roof drainage, gutter outlets,
and parking lot runoff) away from your lagoon and other waste
treatment or storage structures. The only water that should be
corning from your lagoon is that which comes from your flushing
(washing) system pipes and the rainfall that hits the lagoon directly.
You should inspect your diversion system for the following:
1. adequate vegetation
2, diversion capacity
3. ridge berm height

Identified problems should be corrected promptly. It is advisable to inspect your system
during or immediately following a heavy rain. If technical assistance is needed to
determine proper solutions, consult with appropriate experts.
You should record the level of the lagoon just prior to when rain is predicted, and then
record the level again 4 to 6 hours after the rain (assumes there is no pumping). This will
give you an idea of how much your lagoon level will rise with a certain rainfall amount
(you must also be recording your rainfall for this to work). Knowing this should help in
planning irrigation applications and storage. If your lagoon rises excessively, you may
have an inflow problem from a surface water diversion or there may be seepage into the
lagoon from the surrounding land.
Lagoon Operation
Startup:
1. Immediately after construction establish a complete sod cover on bare soil
surfaces to avoid erosion.
2. Fill new lagoon design treatment volume at least half full of water before
waste loading begins, taking care not to erode lining or bank slopes.
3. Drainpipes into the lagoon should have a flexible pipe extender on the
end of the pipe to discharge near the bottom of the lagoon during initial
filling or another means of slowing the incoming water to avoid erosion of
the lining.
4. When possible, begin loading new lagoons in the spring to maximize
bacterial establishment (due to warmer weather).
5. It is recommended that a new lagoon be seeded with sludge from a healthy
working swine lagoon in the amount of 0.25 percent of the full lagoon
liquid volume. This seeding should occour at least two weeks prior to the
addition of wastewater.
6. Maintain a periodic check on the lagoon liquid pH. If the pH falls below
7.0, add agricultural lime at the rate of I 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 1 foot to the lowest
point of the dam or embankment.
Do not pump the lagoon liquid level lower that the permanent storage
level unless you are removing sludge.
Locate float pump intakes approximately 18 inches underneath the liquid
surface and as far away from the drainpipe inlets as possible.
Prevent additions of bedding materials, long-stemmed forage or vegetation,
molded feed, plastic syringes, or other foreign materials into the lagoon.
. Frequently remove solids from catch basins at end of confinement houses or
wherever they are installed.
Maintain strict vegetation, rodent, and varmint control near lagoon edges.
Do not allow trees or large bushes to grow on lagoon dam or embankment.
. Remove sludge from the lagoon either when the sludge storage capacity is
full or before it fills 50 percent of the permanent storage volume.
. If animal production is to be terminated, the owner is responsible for
obtaining and implementing a closure plan to eliminate the possibility of a
pollutant discharge.
Sludge Removal:
Rate of lagoon sludge buildup can be reduced by:

•
proper lagoon sizing,
mechanical solids separation of flushed waste,
gravity settling of flushed waste solids in an appropriately designed basin, or
minimizing feed wastage and spillage.
Lagoon sludge that is removed annually rather than stored long term will:
▪ have more nutrients,
▪ have more odor, and
• require more land to properly use the nutrients.
Removal techniques:
Hire a custom applicator.
• Mix the sludge and lagoon liquid with a chopper -agitator impeller
pump through large -bore sprinkler irrigation system onto nearby cropland;
and soil incorporate.
• Dewater the upper part of lagoon by irrigation onto nearby cropland or
forageland; mix remaining sludge; pump into liquid sludge applicator; haul
and spread onto cropland or forageland; and soil incorporate.
Dewater the upper part of lagoon by irrigation onto nearby cropland or
forageland; dredge sludge from lagoon with dragline or sludge barge; berm
an area beside lagoon to receive the sludge so that liquids can drain back
into lagoon; allow sludge to dewater; haul and spread with manure spreader
onto cropland or forageland; and soil incorporate.
Regardless of the method, you must have the sludge material analyzed for waste
constituents just as you would your lagoon water. The sludge will contain different
nutrient and metal values from the liquid. The application of the sludge to fields will be
limited by these nutrients as well as any previous waste applications to that field and crop
requirement. Waste application rates will be discussed in detail in Chapter 3.
When removing sludge, you must also pay attention to the liner to prevent damage. Close
attention by the pumper or drag -line operator will ensure that the lagoon liner remains
intact. If you see soil material or the synthetic liner material being disturbed, you should
stop the activity immediately and not resume until you are sure that the sludge can be
removed without liner injury. If the liner is damaged it must be repaired as soon as
possible.
Sludge removed from the lagoon has a much higher phosphorus and heavy metal content
than liquid. Because of this it should probably be applied to land with low phosphorus
and metal levels, as indicated by a soil test, and incorporated to reduce the chance of
erosion. Note that if the sludge is applied to fields with very high soil -test phosphores, it
should be applied only at rates equal to the crop removal of phosphorus. As with other
wastes, always have your lagoon sludge analyzed for its nutrient value.
The application of sludge will increase the amount of odor at the waste application site.
Extra precaution should be used to observe the wind direction and other conditions which
could increase the concern of neighbors.

Possible Causes of Lagoon Failure
Lagoon failures result in the unplanned discharge of wastewater from the structure. Types
of failures include leakage through the bottom or sides, overtopping, and breach of the
dam. Assuming proper design and construction, the owner has the responsibility for
ensuring structure safety. Items which may lead to lagoon failures include:
Modification of the lagoon structure ---an example is the placement of a pipe
in the dam without proper design and construction. (Consult an expert in
lagoon design before placing any pipes in dams.)
Lagoon liquid levels ---high levels are a safety risk,
. Failure to inspect and maintain the darn.
• 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:WINGATE COLLIER County: CUMBERLAND
Date: 11-04-92
Distance to nearest residence (other than owner): 1900.0 feet
1. STEADY STATE LIVE WEIGHT
750 sows (farrow to finish) x 1417 lbs. - 1062750 lbs
O sows (farrow to feeder) x 522 lbs. = 0 lbs
O head (finishing only) x 135 lbs. = 0 lbs
0 sows (farrow to wean) x 433 lbs. = 0 lbs
O head (wean to. feeder) x 30 lbs. = 0 lbs
TOTAL STEADY STATE LIVE WEIGHT (SSLW) = 1062750 lbs
MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 1062750 lbs. SSLW x Treatment Volume(CF)/lb. SSLW
Treatment Volume(CF)/lb. SSLW= 1 CF/lb. SSLW
Volume = 1062750 cubic feet
STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feet
4. TOTAL DESIGN VOLUME
Inside top length 1016.3 feet ; Inside top width 228.0 feet
Top of dike at elevation 102.0 feet
Freeboard 1.0 feet ;,Side slopes 3.0 : 1 (Inside lagoon)
Total design lagoon liquid level at elevation 101.0 feet
Bottom of lagoon elevation 91.0 feet
Seasonal high water table elevation feet
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 1010.3 222.0 10.0
AREA OF TOP
LENGTH * WIDTH =
1010.3 222.0
AREA OF BOTTOM
LENGTH * WIDTH =
950.3 162.0
AREA OF MIDSECTION
LENGTH * WIDTH * 4
980.3 192.0
224286.6 (AREA OF TOP)
153948.6 (AREA OF BOTTOM)
752870.4 (AREA OF MIDSECTION * 4)
CU. FT. = [AREA. TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
224286.6 752870.4 153948.6 1.7
VOLUME OF LAGOON AT TOTAL DESIGN LIQUID LEVEL = 1885176 CU. PT.

5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length .K Width
1016,3 228.0 231716.4 square feet
Buildings (roof and lot water)
Length * Width =
0,0 0,0 0.0 Square feet
TOTAL DA 231716.4 square feet
Design temporary storage period to be 180 days.
5A. Volume of waste produced
Approximate daily production of manure in CF/LB SSLW 0.00136
Volume = 1062750 Lbs. SSLW * CF of Waste/Lb./Day 180 days
Volume = 259530 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
180 days excess rainfall
= 7.0 inches
Volume = 7.0 in * DA. / 12 inches per foot
Volume = 135167.9 cubic feet

5D. Volume of 25 year - 24 hour storm
Volume = 6.8 inches / 12 inches per foot
Volume = 131306.0 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 259530 cubic feet
5B. 0 cubic feet
5C. 135168 cubic feet.
5D. 131306 cubic feet
TOTAL 526004 cubic feet
6. SUMMARY
M1
DA
Total required volume 1588754 cubic feet
Total design volume avail. 1885176 cubic feet
Min. req. treatment volume plus sludge accumulation 1062750 cubic fe
At elev. 97.1 feet ; Volume is 1065976 cubic feet (end pumping)
Total design volume less 25yr-24hr storm is 1753870 cubic feet
At elev. 100.4 feet ; Volume is 1751932 cubic feet (start pumping)
Seasonal high water table elevation feet
7. DESIGNED BY: APPROVED BY:
DATE: DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN

� 2~4
��
�^ ,��,j rcc- c-/m e-
PROJECT NAME: Collier
TYPE OF WORK: Volume
RUN DATE: 10-16-1992
RUN BY: John Ray
CHECKED BY:
STATION 0+91
AREA- 0.00 SQ.FT. ECCENTRICITY= 0.00 FT.
0+91
POINT # ELEVATION DISTANCE
1 388.00 621.00
2 790.00 714.00"
3 877.00 602.00
4 785.00 514.00
5 581.00 511.00
6 600.00 290.00.
7 469.00 273,00
8 408.00 311.00`
9 408.00 414.00
10 51.00 384.00
11 43.00 421.00`
12 388.00 621.00
AREA- %156698.00 SQ.FT. ECCENTRICITY= 507.40 FT.
POINT # ELEVATION DISTANCE
1 381.00 632.00
2 797.00 732.00
~ 898.00 600.00`
4 791.00 498.00
5 598.00 496.00
6 616.00 277.00
7 470.00 258.00
8 393.00 302.00
q 393.00 398"00
10 34.00 366.00`
11 39.00 431.00
12 381.00 632.00'
AREA= %189283.00 SQ.FT. ECCENTRICITY= 504.90 FT.

PROJECT NAME: Go! 1i
(
'TYPE OF WORK: Vo|um*
RUN DATE: 10-16-1992
RUN 8Yj 'ohn Ray
CHECKED BY:
STATION 1+01 'VAX W.
POINT 0 ELEVATION DISTANCE
1 373.00 649.O0
2 801.00 752.001
3 918.00 599.00`
4 800.00 484.00`
5 615.00 482.00�'
6 633.00 265.00~
7 468.00 243.00
8 379.00 293.00
9 378.00 381.00`
10 19.00 352.00`
11 25.00 438.00v
12 373.00 649.00,
AREA= %226154.00 SQ.FT. ECCENTRICITY- 504.70 FT.
STATION 1+02 joy u~" ^0//<Z /mz-m
POINT # ELEVATION DISTANCE
1 371.00 651.00
2 803.00 755.00
3 922.00 598.00
4 801.00 480.00
5 620.00 477.00
6 636.00 263.00
T 467.00 239.00`
8 375.00 292.00'
9 374.00 377.001
'
10 14.00 346.00/
11 21.00 437.00
12 371.00 651.00^
AREA= %234113.00 SOFT. ECCENTRICITY- 503.40 FT.

urm
PROJECT NAME: Collier
TYPE OF WORK: Volume
RUN DATE: 10-16-1992
RUN BY: John Ray
CHECKED BY:
STATION AREA ECCENT. DISTANCE VOLUME CUM. VOLS.
0+91 0.00 0.00 0.00
0+91 %156698.00 507.40
0+96 %189283.00'504.90
1+01 %226154.00 504.70
TOTAL VOLUME IS 70501.67 CUBIC YARDS
0.00 0.00
5.00 32035.28
5.00 38466.39
0.00
32035.28
T0501.�67
767 S-0 *7 ,��� 2 7 3