980009_Permit Renewal Application 2019_20190410

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Animal Waste Management Systems
Request for Certification of Coverage
Facility Currently covered by an Expiring Sate Non -Discharge General Permit
On September 30. 2019, the North Carolina State Non -Discharge General Permits for Animal Waste Management Systems will
expire. As required by these permits, facilities that have been issued Certificates of Coverage to operate under these State
Non -Discharge General Permits must apply for renewal at ]cast 180 days prior to their expiration date. Therefore, all applications
must be received by the Division of Water Resources by no later than April3, 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 Permitree.
I . Farm Number: 98-0009 Certificate Of Coverage Number:
2. Facility Name: BNJ Fann
3. Landowner's Name (same as on the Waste Management Plan): Andrews Hunt Fauns LLC
4. Landownces Mailing Address: r I/fez G„JN A(11_ Pa -
City: Wilson State: NC
2SZ-23�-$353
Telephone Number: E-mail: rchuntidsftnc.com
5. Facility's Physical Address: (A25d WoodbridLe Rd
Citv: v/�t/s%ih1,�U� State: NC.
h. County where Facility is located Wilson
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 (OI(-): Robert C. Hunt
11. Lessee's Name. (if there is not a Lessee, write "None"):
12. Indicate animal. operation type and number:
Current Permit: Operations Type
Swine - Farrow to Wean
Operation Types:
Swine
Wean to Finish
Wean to Feeder
Farrow to Finish
Feeder to Finish
Farrow to Wean
Farrow to Feeder
Boar/Stud
gilts
Other
Cattle
Dairy Calf
Dairy IIeiter
Milk Cow
Dry Cow
Beef Stocker Calf
Beef Feeder
Beef Broad Cow
Other
Walter Versfeld Herbst
252-290- 1169 Ext,
MtirDh_y_Brgwn LLC
Phone No.: 252-235-8383
Allowable Count
2,049
AWS980009
2,7V4
Zip: 27895
L 17 ag3
Zip: 271
OIC #: 25249
Dry Poultry
Other Types
Non Laying Chickens
Hones - Horses
Laying Chickens
Horses - Other
Pullets
Sheep- Sheep
Turkeys
Sheep - Other
Turkey Pullet
Wet Poultry
Non baying Pullet
Layers

13. Waste Treatment and Storage Lagoons (Verify the following information is accurate and complete. Make all necessary
corrections and provide missing data.)
Structure
Name
Estimated
Date
Built
Liner Type
(Clay. Synthetic.
Unknown)
Capacity
(Cubic Feel)
Estimated
Surface Area
(Square Feet)
Design Freeboard
"Redline"
(inches)
LAGOON #1
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.IOC(d) to the address below.
The CAWMP must include the following components:
1. The most recent Waste Utilization Plan (WUP), si fined br 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
c. The Realistic Yield lixpectation (RYE) for every crop shown in the WUP
f. The maximuni PAN to be applied to every land application field
g. The waste application windows for every crop utilized in the WUP
h. The required NRCS Standard specifications
2. A site map/schematic
3. Emergency Action Plan
4. Insect Control Checklist with chosen best management practices noted
S. Odor Control Checklist with chosen best management practices noted
G. 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 )acility.
S. 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: 20191'ermitRenewal(q'.nedenr.gov

I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that,
if all required parts of this application are not completed and that if all required supporting information and attachments are not
included, this application package will he returned to me as incomplete.
Note: In accordance with NC General Statutes 143-215.6A and 143-215.613, 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: G? Title:
Signature: �G�� Date: 7_l9 - —
Name:
Signature:
Name:
Signature:
Title:
Date:
Title:
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]
F mail: 2019PermitRenewal(a,: ncdenr.gov
FORM: RENEWAL. -STATE GF.NF,RAI, 02/2019

IRRIGATION PULLS Date:2/11/2009
Customer(s)' ANDREWS HUNT FARMS LLC Field Office: WILSON SERVICE CENTER
District: WILSON SOIL &WATER CONSERVATION DISTRICT Agency: Wilson Soil and WaterAssisted By: Ricky Hayes
State and County: NC, WILSON
Legal Description: TRACT 178
Legend
BNJ_Farms------- bnjfa-Consplan
Irrigation Pulls
N
440 0 440 880 1,320 1,760
%oe Feet

Nutrient Management Plan For Animal Waste Utilization
03-25-2018
This plan has been prepared for:
BNJ Farms
R. C. Hunt
823 Cardinal Drive
Wilson, NC 27893
This plan has been developed by:
Ricky Hayes
Wilson Soil and Water Conservation District
1806 Goldsboro St
Wilson, NC 27893
252-2237-5147
164- 1414'.—
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.
X 6 ,�I
Signature (owner)
Signature (manager or producer)
-:? L 2-S- 2- 0/
Date
Date
This plan meets the minimum standards and specifications of the U.S. Department of
Agriculture - Natural Resources Conservation Service or the standard of practices
adopted by the Soil and Water Conservation Commission.
Y- q
Plan Approved By: ✓?/ 2 1 I
Technica Specialist Signature Date
799688 Database Version 3.1 Date Printed: 03-25-2019 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.
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.
799688 Database Version 3.1 Date Printed: 03-25-2019 Source Page 1 of 1

Narrative
Are field numbers on Tract 178 are actual Irrigation Pulls
This plan was revised to according to NRCS Policy and contains the newest application rates. This plan
represents changes in crops from previous year.
Tract 8651 added year 2014. These fields are applied with Honey Wagon
N was reduced by 25% on fields being grazed. On field 11, pull 19 PLAT rating was high due to high
P. Apply waste according to plan.
799688 Database Version 3.1 Date Printed: 03-25-2019 Narrative Page 1 of 1

AIT
ROY COOPER ;ui 1-
l;escr»or
nICHaeL S. REcAN• - APR 0 5 2019
LINUA CULPEPPER NORTH CAROLINA w8waawy
Aw, for 8a4ronmental Quality Regional l Cpzaia"gow Sedon
February 27, 2019
Andrews Hunt Farms LLC
BNJ Farm
PO Box 7038
Wilson, NC 27895
Subject: Application for Renewal of Coverage for Expiring State General Permit
Dcar Pcrmittec:
Your facility is currently approved lirr operation under one of the Animal Waste Operation State Non -Discharge General Permits.
which expire on September 30, 2019. Copies of the new animal waste operation State Non -Discharge General Permits are available
at httns:�Ide or by writing or calling:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Telephone number: [phone]
In order it) assure Your continued coverage under the State Non -Discharge General Permits. you must submit an atiolication for
permit coverage to the Division. Enclosed you will find a "Request for Certificate of Coverage Facility Currently Covered by an
Expiring± Statc Non -Discharge General Permit." The application form must be completed, signed and returned by April 3, 2019.
!'Isaac note LfiLat you must include one t 11 con► of the Certified Animal Waste Manggement Ply LGAWMP7 with the
completed and signed application form. A list of items included in the CAWMP can be found on page 2 of the renewal
application form.
Failure to request renewal of your coverage under a general permit within the time period specified may result in a civil penalty.
Operation of your facility without coverage under a valid general permit would constitute a violation of NCUS 143-215.1 and could
result in assessments of civil penalties of up to S25,000 per clay.
If you have any questions about the State Non -Discharge General Permits. the enclosed application. or any related matter please feel
free to contact the Animal Feeding Operations Branch staff at 919-707-9100.
Sincerely,
Jon Risgaard, Section Chief
Animal Feeding Operations and Groundwater Section
Friclosures
cc (w/o enclosures): Raleigh Regional Office, Water Quality Regional Operations Section
Wilson County Soil and Water Conservation District
AFOG Section Central Files - AWS980009
Murphy -Brown LLC
_a ofi as Department of Environmental Quality I DbAsion of Witter Resources
D_ 0 _ ;s, sbt+ejr St. 1 1636 M.a, Swvoe tenter I Raieo, Narth Cav*tna 27699-1636

The table shown below provides a summary of the crops or rotations included in this plan for each field. Realistic Yield e
are also provided for each crop, as well as the crop's P205 Removal Rate. The Leaching Index (LI) and the Phosphorous 1
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 may be recommended in accordance N
Carolina State University guidelines or recommendations. The quantity of P205 applied to each crop is shown in the folk
table if the field's PLAT rating is High or Very High.
Planned Crops Summary
Total
[Acres
Useable
Plat
-T-P205
Tract
Field
Acres
Rating
LI
Soil Series
Crop Sequence
Removal Applied
R�,E
(Ibs/acre)
abs/acre)
178
10-12
21.3
11.1
Low
16.0
Norfolk
Soybeans, Full Season
41 bu.
33
N/A
Grain
59 bu.
30
N/A
178
178
13-1+Wheat,
13-15
18.1
9.30
Low
16.0
Norfolk
Small Grain Overseed
1.0 Tons
15
N/A
Common Bermudagrass Pasture
4.S Tons
6
N/A
178
16,17,18,2
17.1c
13.50
Low
7.4
Altavista-CP
Small Grain Overseed
1.0 Tons
15
N/A
Common Bermudagrass Pasture
4.5 Tons
5
N/A
178
19
8.60
3.10
High
5.4
Tomotley
Small Grain Overseed
1.0 Tons
15
0
Common Bermudagrass Pasture
1 3.4 Ton
4
0
178
1-9
38AC
19.30
Low
16.0
Norfolk
Common Bermudagrass Pasture
4.8 Tons
6
N/A
178
21
8.50
3.40
Medium
7.4
Altavista-CP
Small Grain Overseed
1.0 Tons
15
N/A
Common Bermudagrass Pasture
4.5 Ton
5
N/A
178H1221__�
2.70
Low
16.0
Norfolk
Small Grain Overseed
1.0 Tons
15
N/A
Common Bermudagrass Pasture
4.8 Tons
6
N/A
8651
2
8.53
8.10
Low
16.0
Norfolk
Common Bermudagrass Pasture
1 4.9 Tons
6
N/A
8651
3
4.7
4.50
Low
16.0
Norfolk
Common Bermudagrass Pasture
4.8 Tons
6
N/A
8651
4
6.54
6.20
Low
16.0
Norfolk
Common Bermudagrass Pasture
4.9 Tons
6
N/A
8651
8
5.12
4.80
Low
16.0
Norfolk
Common Bermudagrass Pasture
4.8 Ton
6
N/A
PLAN TOTALS:
142.98
86.00
799688 Database Version 3.1 Date Printed 3/25/2019
NOTE: Symbol * means user entered data. PCs Page I of 2

Lf
I Potential Leachin:
< 2
Low potential to contribute to soluble
nutrient leaching below the root zone.
>= 2 &
Moderate potential to contribute to
<= 10
soluble nutrient leaching below the
root zone.
H igh potential to contribute to soluble
nutrient leaching below the root zone.
>10
PLAT Index
Rating
0 - 25
Low
25 - 50
Medium
51 - 100
High
> 100
Very High
Technical Guidance
one
utrient Management (590) should be planned.
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 -Till (778), and edge -of -field practices such as Filter Strips (393) and
Riparian Forest Buffers (391).
P Management Recommendation
No adjustment needed; N based applicati
No adjustment needed; N based applicati
Application limited to crop P removal
Starter P aDDlication nnly
799688 Database Version 3.1 Date Printed 3/25/2019
NOTE: Symbol * means user entered data. PCS Page 2 of 2

The Waste Utilization table shown below summarizes the waste utilization plan for this operation. This plan provides an estimate of the number of acres of
cropland needed to use the nutrients being produced. The plan requires consideration of the realistic yields of the crops to be grown, their nutrient requirements,
and proper timing of applications to maximize nutrient uptake.
This table provides an estimate of the amount of nitrogen required by the crop being grown and an estimate of the nitrogen amount being supplied by manure or
other by-products, commercial fertilizer and residual from previous crops. An estimate of the quantity of solid and liquid waste that will be applied on each field in
order to supply the indicated quantity of nitrogen from each source is also included. A balance of the total manure produced and the total manure applied is
included in the table to ensure that the plan adequately provides for the utilization of the manure generated by the operation.
Waste Utilization Table
Year 1
Nitrogen Comm
PA Fert.
Nutrient Nutrient
Req'd Applied
(]bs/A) (lbs/A)
Res.
(lbs/A,
Manure
PA
Nutrieno
pplied
(Ibs/A)
Liquid
Manure
pplied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid Man
Applied
(Field)
Tract
Field
Source
ID Soil Series
Total
Acres
Use.
Acres Crop
RYE
Applic.
Period
N
N
N
Applic.
Method
N
1000
gal/A
Tons
1000 gals
tons
178
10-12
S9
Norfolk
21.30
11.10 Soybeans, Full Season
41 bu.
4/1-9/15
0
0
0
Irrig. g
0.00
0.0
0.00
0.00
178
10-12
S9
Norfolk
21.30
11.10 Wheat, Grain
59 bu.
9/1-4/30
123
0
20
Irrig.
103
85.71
0.00
951.42
0.00
13-15
S9
Norfolk
18.10
9.30 Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
41.61
0.00
386.96
0.00
L17
13-15
S9
Norfolk
18.10
9.30 Common Bermudagrass Pasture
4.8 Tons
3/15-9/15
164
0
0
Irrig.
123
102.36
0.00
951.92
0.00
16,17,18,
S9
Altavista-CP
17.10
13.50 Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
41.61
0.00
499.30
0.00
178
16,17,18,
S9
Altavista-CP
17.10
13.50 Common Bermudagrass Pasture
4.5 Tons
3/15-9/15
154
0
0
Irrig.
116
96.53
0.00
1,158.38
0.00
178
19
S9
Tomotley
8.60
3.10 Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
0
0.00
0.00
0.00
0.00
178
19
N/A
Tomotley
8.60
3.10 Common Bermudagrass Pasture
3.4 Tons
3/15-9/15
110
0
0
N/A
0
0.001
0.00
0.00
0.00
178
1-9
S9
Norfolk
35.40
19.30 Common Bermudagrass Pasture
4.8 Tons
3/15-9/15
164
0
0
Broad.
123�41.61
2.36
0.00
1,975.49
0.00
178
21
S9
Altavista-CP
8.50
3.40 Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
0.00
141.47
0.00
178
21
S9
Altavista-CP
8.50
3.40 Common Bermudagrass Pasture
4.5 Tons
3/15-9/15
154
0
0
Irrig.
120
99.86
0.00
339.53
0.00
178
22
S9
Norfolk
6.00
2.70 Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
41.61
0.00
112.34
0.00
178
22
S9
Norfolk
6.00
2.70 Common Bermudagrass Pasture
4.8 Tons
3115-9115
164
0
0
Irrig.
123
102.36
0.00
276.36
0.00
F8651
2
S9
Norfolk
8.53
8.10 Common Bermudagrass Pasture
4.9 Tons
3/15-9/15
168
0
0
Irrig.
126
104.85
0.00
849.31
0.00
8651
3
S9
Norfolk
4.79
4.50 Common. Bermudagrass Pasture
4.8 Tons
3/15-9/15
164
0
0
Irrig.
123
102.36
0.00
460.61
0.00
8651
4
S9
Norfolk
6.54
6.20 Common Bermudagrass Pasture
4.9 Tons
3/15-9/15
168
0
0
Irrig.
126
104.85
0.00
650.09
0.00
799688
Database Version 3.1
Date Printed: 3/25/2019
WUT Page
1 of 2

Waste Utilization Table
Year l
Tract
Field
Source
ID
Soil Series
Total
Acres
Use.
Acres
Crop
RYE
Applic.
Period
Nitrogen
PA
Nutrient
Req'd
(lbs/A)Abs/A)
Cann
Fert.
Nutrient
Applied
Res.
(lbs/A:
Applic.
Method
Manure
PA
Nutrieml
ppGed
(lbs/A)
Liquid
Manure:
pphcd
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
SolidManur
Applied
(Field)
N
N
N
N
1000
gal/A
Tons
1000 gals
tons
8651
8
S9
Norfolk
5.12
4.80
Common Bermudagrass Pasture
4.8 Tons
3/15-9/15
164
0
0
Irrig.
123
102.36
0.00
491.31
0.00
Total Applied, 1000 gallons
9,244.48
Total Produced, 1000 gallons
6,562.95
Balance, 1000 gallons
-2,681.53
Total Applied, tons
0.00
Total Produced, tons
0.00
Balance, tons
0.00
Notes: 1. In the tract column, --- symbol means leased, otherwise, owned. 2. Symbol * means user entered data.
799688 Database Version 11 Date Printed: 3/25/2019 WUT Page 2 of 2

The Irrigation Application Factors for each field in this plan are shown in the following table. Infiltration rate varies
with soils. If applying waste nutrients through an irrigation system, you must apply at a rate that will not result in
runoff. This table provides the maximum application rate per hour that may be applied to each field selected to
receive wastewater. It also lists the maximum application amount that each field may receive in any one application
event.
Irrigation Application Factors
Tract
Field
Soil Series
Application Rate
(inches/hour)
Application Amount
(inches)
178
10-12
Norfolk
0.50
1.0
178
13-15
Norfolk
0.50
1.0
178
16,17,18,2
Altavista-CP
0.50
1.0
178
19
Tomotley
0.40
1.0
178
21
Altavista-CP
0.50
1.0
178
22
Norfolk
0.50
1.0
8651
2
Norfolk
0.50
1.0
8651
3
Norfolk
0.50
1.0
8651
4
Norfolk
0.50
1.0
8651
8
Norfolk
0.50
1.0
799688 Database Version 3.1 Date Printed 3/25/2019 IAF Page 1 of 1
RTn'rr- Q..,,,1-1 * -- -- —+—.l Al +�

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
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
I Field
178 10-12
Req'd Nutrients
123
0
0
0
0
0
0
0
Acres App.
Period
11.10 9/14/30
Supplied By:
CROP
Wheat, Grain
Starter
0
0
0
0
0
0
0
0
Commercial Fert.
0
0
0
0
0
0
0
0
Soil Series
Norfolk
Residual
20
0
0
0
0
0
0
0
RYE I Sample
Date
59 bu.
1 08-15-12
Manure
103
77
352
17
1
3
1
0
P Removal
Rating
30 lbs/ac.
Low
BALANCE
01
77
352
17
1
31
1
0
Tract
Field
178
10-12
Req'd Nutrients
0
0
0
0
0
0
0
0
Acres App.
Period
11.10
411-9/15
Supplied By:
CROP
Soybeans, Full Season
Starter
0
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
01
0
0
RYE Sample
Date
41 bu.
08-15-12
Manure
0
0
0
0
0
0
0
0
P Removal Rating
33 lbs/ac.
Low
BALANCE
0
0
0
0
0
0
0
0
Tract
Field
178
13-15
Req'd Nutrients
50
0
20
0
0
0
0
0
Acres I App.
Period
9.30
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
Norfolk
Residual
0
0
0
0
0
0
0
0
RYE I Sample
Date
1.0 Tons
06-26-15
Manure
50
37
171
8
01
2
0
0
P Removal
Rating
15 lbs/ac.
Low
BALANCE
0
37
151
8
0
2
0
0
Tract
Field
178
13-15
Req'd Nutrients
164
0
80
0
0
0
0
0
Acres App.
Period
9.30
3/15-9/15
Supplied By:
CROP
Common Bermudagrass
Pasture
Starter
0
0
0
0
0
0
0
0
Commercial Fert.
0
0
0
0
0
0
0
0
Soil Series
INorfolk
Residual
0
0
0
0
0
0
0
0
RYE I Sample
Date
4.8 Tons
06-26-15
Manure
123
92
420
21
11
41
1
0
P Removal
Rating
6 lbs/ac.
Low
BALANCE 1
-411
92
340
211
1
4
11
0
799688 Database Version 3.1 Date Printed: 3/25/2019 NMR Page 1 of 4

Nutrient Management Recommendations Test
YEAR
1
N
(Ibs/A)
P205
(lbs/A)
K20
(lbs/A)
Mg
(Ibs/A)
Mn
(lbs/A)
Zn
(Ibs/A)
Cu
(lbs/A)
Lime
(tons/A)
Tract
Field
178
16117,18,2
Req'd Nutrients
50
0
0
0
0
0
0
0
Acres App.
Period
13.50
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
Altavista-CP
Residual
0
0
0
0
0
0
0
0
RYE I Sample Date
1.0 Tons
1 07-01-15
Manure
50
37
171
8
0
2
0
0
P Removal
Rating
15 lbs/ac.
Low
BALANCE
0
37
171
81
0
21
0
0
Tract
Field
178
16,17,18,2
Req'd Nutrients
154
0
0
0
0
0
0
0
Acres App.
Period
13.50
3/15-9/15
Supplied By:
CROP
Common Bermudagrass
Pasture
Starter
0
0
0
0
0
0
0
0
Commercial Fert.
0
0
0
0
0
0
0
0
Soil Series
ztavista-CP
Residual
0
0
0
0
0
0
0
0
RYE Sample
Date
4.5 Tons
07-01-15
Manure
116
87
396
20
1
4
1
0
P Removal
I Rating
5 Ibs/ac.
Low
BALANCE
-38
87
396
20
1
4
1
0
Tract
Field
178
19
Req'd Nutrients
50
0
0
0
0
0
2
0
Acres App.
Period
3.10
10/1-3/31
jSupplied 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
Tomotley
Residual
0
0
0
01
0
01
0
0
RYE I Sample
Date
1.0 Tons
06-26-15
Manure
0
0
0
0
0
0
0
0
P Removal
Rating
15 lbs/ac.
High
BALANCE
-501
0
0
0
0
0
-2
0
Tract
Field
178
19
Req'd Nutrients
*110
0
0
0
0
0
0
0
Acres App.
Period
3.10
3/15-9/15
Supplied By:
CROP
Common Bermudagrass
Pasture
Starter
0
0
0
0
0
0
0
0
CotnmercialFert.
0
0
0
0
0
0
0
0
Soil Series
Tomotley
Residual
0
0
0
0
0
0
0
0
RYE I Sample
Date
3.4 Tons
06-26-15
Manure
0
0
0
0
0
0
0
0
P Removal
Rating
4 Ibs/ac.
High
BALANCE
-110
0
0
0
0
0
0
0
Tract
Field
178 1
1-9
Req'd Nutrients
164
0
0
0
0
0
0
2
Acres I App.
Period
19.30 1
3/15-9/15
Supplied By:
CROP
Common Bermudagrass
Pasture
Starter
0
0
0
0
0
0
0
0
Commercial Fert.
0
0
0
0
0
0
0
0
Soil Series
Norfolk
Residual
0
0
0
01
0
01
01
0
RYE Sample
Date
4.8 Tons
06-26-15
Manurel
123
92
420
21
1
4
1
P Removal
Rating
6 lbs/ac.
Low
BALANCE
-41
92
420
21
1
4
1
1-2
799688 Database Version 3.1 Date Printed: 3/25/2019 NMR Page 2 of 4

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
178
21
Req'd Nutrients
50
0
0
0
0
0
0
0
Acres
App. Period
3.40
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
Altavista-CP
Residual
0
0
0
0
0
0
0
0
RYE Sample
Date
1.0 Tons
06-26-15
Manure
50
37
171
8
0
2
0
0
PRemoval
Rating
15lbs/ac.
Medium
BALANCE
0
37
171
8
0
2
0
0
Tract Field
178
21
Req'd Nutrients
154
0
0
0
0
0
0
0
Acres App. Period
3.40
3/15-9/15
1 Supplied By:
CROP
Common Bermudagrass
Pasture
Starter
0
0
0
0
01
0
0
0
(CotmnercialFert.
0
0
0
0
0
0
0
0
Soil Series
Aliavista-t.•P
Residual
0
0
01
0
0
0
0
0
RYE I Sample Date
4.5 Tons
06-26-15
Manure
120
90
410
20
1
4
1
0
P Removal
Rating
5 lbs/ac.
Medium
BALANCE
-34
90
410
20
1
4
1
0
Tract Field
178
22
Req'd Nutrients
50
0
1 o
0
0
0
0
0
Acres App. Period
2.70
10/1-3/31
Supplied By:
CROP
Small Grain Overseed Starter
Commercial Fert.
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
Soil Series
Norfolk
Residual
0
0
0
0
0
0
0
0
RYE I Sample
Date
1.0 Tons
06-26-15
Manure
50
37
171
8
0
2
0
0
P Removal
Rating
15 lbs/ac.
Low
BALANCE
0
37
161
8
0
2
0
0
Tract
Field
178
22
Req'd Nutrients
164
0
60
0
0
0
0
0
Acres App.
Period
2.70
3/15-9/15
Supplied By:
CROP
Common Bermudagrass
Pasture
Starter
0
0
0
0
0
0
0
0
Commercial Fert.
0
0
0
0
0
0
0
0
Soil Series
Norfolk
Residual
01
0
0
0
0
0
0
0
RYE I Sample
Date
4.8 Tons
06-26-15
Manure
123
92
420
21
1
4
1
0
P Removal
Rating
6 Ibs/ac.
Low
BALANCE
-41
92
360
21
1
4
1
0
Tract
Field
8651
2
Req'd Nutrients
168
0
0
0
0
0
0
0
Acres App.
Period
8.10
3/15-9/15
Supplied By:
CROP
Common Bermudagrass
Pasture
Starter
0
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
4.9 Tons
08-15-12
Manure
126
94
430
21
1
4
1
0
P Removal
Rating 1
6 lbs/ac.
Low
BALANCE 1
42
94
430
21
1
4
1
0
799688 Database Version 3.1 Date Printed: 3/25/2019 NMR Page 3 of 4

Nutrient Management Recommendations Test
YEAR 1
N
P205
K20
Mg
Mn
A
Cu
Lime
(]bs/A)
(lbs/A)
(lbs/A)
(lbs/A)
(lbs/A)
(lbs/A)
(lbs/A)
(tons/A)
Tract Field 8651 3
Req'd Nutrients
164
0
110
0
0
0
Acres App. Period 4.50 3115-9115
(Supplied By:
0
0
CROP Common Bermudagrass
Starter
0
0
0
Pasture
0
0
0
0
p
,Commercial Fert.
0
0
0
0
0
0
Soil Series Norfolk
Residual
0
0
0
0
0
0
0
RYE I Sample Date 4.8 Tons 07-01-15
Manure
123
92
420
21
1
0
0
0
P Removal Rating 6 lbs/ac. Low
BALANCE
41
92
310
21
1
4
1
0
Tract Field 8651 4
1 Req'd Nutrients
168
0
50
0
0
4
0
1
0
Acres App. Period 6.20 3/15-9/15
iSupplied By:
p
0
CROP Common Bermudagrass
Starter
0
0
0
Pasture
0
0
0
0
p
Commercial Fert.
0
0
0
0
0
Soil Series Norfolk
Residual
0
0
0
0
RYE Sample Date 4.9 Tons 06-26-15
Manure
126
94
430
21
0
0
0
0
P Removal Rating 6 lbs/ac. Low
BALANCE
-42
94
380
21
1
4
1
0
Tract I Field 8651 8
i
1 Req'd Nutrients
164
0
60
0
1
0
q
0
1
0
Acres App. Period 4.80 3/15-9/15
iSupplied By:
0
1
CROP Common Bermudagrass
Starter
0
0
0
Pasture
0
0
0
0
0
..Commercial Fert.
0
0
0
0
0
0
Soil Series Norfolk
Residual
0
0
0
0
0
0
RYE Sample Date 4.8 Tons 06-26-15
Manure
123
92
420
21
0
0
0
0
P Removal Rating 61bs/ac. Low
BALANCE
-41
92
360
1
4
1
0
21
1
4
1
-1
NOTE: Symbol * means user entered data.
799688 Database Version 3.1 Date Printed: 3/25/2019
NMR Page 4 of 4

The Required Soil Test Values shown in the following table provide a summary of recommended actions that should be taken if soil tests indicate
excessive levels of copper or zinc. Fields that receive manure must have an annual soil analysis for these elements. High levels of zinc and copper
can adversely affect plant growth. Alternative crop sites must be used when the concentration of these metals approach excessive levels. Site life can
be estimated by dividing the amount of copper and zinc to be applied in lbs/acre by 0.036 and 0.071, respectively and multiplying the result by 0.85.
By adding this quantity to the current soil index for copper or zinc, we can predict life of the site for waste disposal.
In addition to copper and zinc indices, this table also provides a summary of lime recommendations for each crop based on the most recent soil sample.
Application of lime at recommended rates is necessary to maintain soil pH in the optimum range for crop production .
Tract
178
178
Field
10-12
10-12
Crop
Soybeans, Full Season
Wheat, Grain
pH
6.4
6.4
Lime Recom.
(tons/acre
0.0
0.0
Cu-I
88
88
Copper Recommendation
None
None
Zn-I
122
Zinc Recommendation
None
178
13-15
Small Grain Overseed
6.5
0.0
122
None
178
13-15
Common Bermudagrass Pasture
6.5
52
None
315
None
178
6,17,18, Small Grain Overseed
6.2
0.0
52
None
315
None
178
6,17,18, Common Bermudagrass Pasture
6.2
0.0
41
None
260
None
178
19
Small Grain Overseed
6.2
0.0
41
None
260
None
0.0
0
None
23048
Cease application (all crops). Maintain
178
19
Common Bermudagrass Pasture
6.2
pH at 6.0 or above.
0.0
0
None
23048
Cease application (all crops). Maintain
178
1-9
Common Bermudagrass Pasture
5 5
pH at 6.0 or above.
178
21
Small Grain Overseed
6.4
1.6
60
None
426
None
178
21
Common Bermudagrass Pasture
6 4
0.0
37
None
283
None
178J:EmE
Overseed
6.4
0.0
37
None
283
None
178ermudagrass
Pasture
6.4
0.0
36
None
253
None
8651ermudagrass
Pasture
6.4
0.0
36
None
253
None
8651ermudagrass
Pasture
6.4
0.3
88
None
122
None
None
8651ermudagrass Pasture
0.0 37 None140
6.4
Bermudagrass Pasture
5 9
0.0
39
None8651mmon
132
None
0.6
44
None
97
None
799688 Database Version 3.1 Date Printed: 03-25-2019
STV Page 1 of 1

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
Maximuin
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 Farrowing-Weanling Lagoon Sludge - Standard
Corn 120 bu
150
13.16
60.72
121.43
182.15
Hay 6 ton R.Y.E.
300
26.32
30.36
60.72
91.07
Soybean 40 bu
160
14.04
56.92
113.84
170.76
799688 Database Version 3.1 Date Printed: 03-25-2019 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 Storage Capacity
Source Name
I Swine Farrowin-Weanling Lagoon Liquid
Design Storage Ca )acit► DaF s
Start Date
10/31
90
Plan Year
Month
Available Storage Capacity (Days)
1
1
43
1
2
44
1
3
90
1
4
90
1
5
90
1.
6
90
1
7
90
1
8
59
1
9
42
1
10
24
1
11
10
1
12
-21
* Available Storage Capacity is calculated as of the end of each month.
799688 Database Version 3.1 Date Printed: 03-25-2019 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).
799688 Database Version 3.1 Date Printed: 3/25/2019 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.
799688 Database Version 3.1 Date Printed: 3/25/2019 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.
IS. 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.
799688 Database Version 3.1 Date Printed: 3/25/2019 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.
799688 Database Version 3.1 Date Printed: 3/25/2019 Specification Page 4

Crop Notes
The following crop note applies to field(s): 19
Small Grain: CP, Mineral Soil, low -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): 16,17,18,2, 21
Small Grain: CP, Mineral Soil, low -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): 13-15, 22
Small Grail: 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.
799688 Database Version 3.1 Date Printed: 03-25-2019 Crop Note Page 1 of 2

The following crop note applies to field(s): 10-12
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 followine crop note applies to field(s): 10-12
Soybeans -Full Season, Coastal Plain: Mineral soil, medium leachable
The suggested planting dates for soybeans in the Coastal Plains are from April 20-May 20. 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 by a soil test report can be
broadcast or banded at planting. Soybeans produce their own nitrogen and are normally grown without
additions of nitrogen. However, applications of 20-30 lbs/acre N are sometimes made at planting to
promote early growth and vigor. Tissue samples can be analyzed during the growing season to monitor
the overall nutrient status of the soybeans. Timely management of weeds and insects is essential for
profitable soybean production.
The following crop note applies to field(s): 19
Common Bcrmuclagrass: No Comment
The following crop note applies to field(s): 16,17,18,2, 21
Common Berinuclagrass: No Comment
The following crop note applies to field(s): 13-15, 1-9, 2, 22, 3, 4, 8
Common Bermudagrass: No Comment
R80EEIGD1WX2=WR
APR 0 5 2019
Flegional Operations Secllo
799688 Database Version 3.1 Date Printed: 03-25-2019 Crop Note Page 2 of 2

Insect Control Checklist for Animal Operations
Source Cause BMPs to Control Insects Site Specific Practices
Liquid Systems
Flush gutters Accumulation of solids ® Flush system is designed and operated sufficiently
to remove accumulated solids from gutters as
f designed
;I Remove bridging of accumulated solids at
Lagoons and pits • Crusted solids
Excessive vegetative • Decaying vegetation
growth
Maintain lagoons, settling basins and pits where
pest breeding is apparent to minimize the crusting
of solids to a depth of no more than 6 to 8 inches
over more than 30 percent of surface
Maintain vegetative control along banks of
lagoons and other impoundments to prevent
accumulation of decaying vegetative matter along
water's edge on impoundment's perimeter.
Feeders Feed spillage • O Design, operate, and maintain feed systems
(e.g., bunkers and troughs) to minimize the
accumulation of decaying wastage
O Clean up spillage on a routine basis (e.g., 7- to 10-
day interval during summer; 15- to 30-day interval
during winter)
AW -November 11. 1996, page I

Insect Control Checklist for Animal Operations
Source Cause
BMPs to Control Insects Site Specific Practices
Feed storage • Accumulations of feed
51 Reduce moisture accumulation within and around
residues
immediate perimeter of feed storage areas by
ensuring drainage is away from site and/or providing
adequate containment (e.g., co-�ered bin for
brewer's grain and similar high moisture grain
products)
19 Inspect for and remove or break up accumulated
olids in filter strips around feed storage as needed
Animal holding areas • Accumulations of animal
V Eliminate low areas that trap moisture along fences
wastes and feed wastage
and other locations where waste accumulates and
ffisturbance by animals is minimal
01 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)
Dry manure handling Accumulations of animal
la' Remove spillage on a routine basis (e.g.,
systems wastes
7- to 10-day interval during summer; 15- to 30-day
interval during winter) where manure is loaded for
land application or disposal
M/'Provide for adequate drainage around manure
�tockpiles
nspect for and remove or break up accumulated
wastes in filter strips around stockpiles and manure
handling areas as needed
For more information contact:
Cooperative Extension Service, Department of Entomology, Box 7613, North Carolina State University, Raleigh, NC 27695-7613.
AMIC - November 11, 1996, page 2

Swine Farm Waste Management Odor Control Checklist
Source Cause BMPs to Minimize Odor Site Specific Practices
'Settling basin surface • Partial microbial Extend drainpipe outlets underneath liquid level
decomposition ❑ Remove settled solids regularly
• Mixing while filling
• Agitation when emptying
Manure, slurry, or • Agitation when spreading ❑ Soil injection of slurry/sludges
sludge spreader . Volatile gas emissions 7"Wash residual manure from spreader after use
outlets ❑ Proven biological additives or oxidants
Uncovered manure,
Volatile gas emissions while
❑
Soil injection of slurry/sludges
slurry, or sludge on
drying
RrSoil incorporation within 48 hours
field surfaces
❑
Spread in thin uniform layers for rapid drying
❑
Proven biological additives or oxidants
Dead animals •
Carcass decomposition
❑
Proper disposition of carcasses
Dead animal disposal
Carcass decomposition
❑
Complete covering of carcasses in burial pits
pits
❑
Proper location/construction of disposal pits
Incinerators • Incomplete combustion ❑ Secondary stack burners
Standing water • Improper drainage 91 Grade and landscape such that water drains away
around facilities . Microbial decomposition of from facilities
organic matter
Manure tracked onto . Poorly maintained access ❑ Farm access road maintenance
public roads from roads
farm access
AMOC - November 11, 1996, page 3
APR 0 5 2019
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RegionalUPV,Jduut1* ►n+A

Swine Farm Waste Management Odor Control Checklist
Source Cause _ BMPs to Minimize Odor Site Specific Practices _
Pit recharge points Agitation of recycled lagoon E5etxtend recharge lines to near bottom of pits with
liquid while pits are filling anti -siphon vents
Lift stations
• Agitation during sump tank
0 Sump tank covers
filling and drawdown
1.
Outside drain
• Agitation during wastewater
Box covers
collection or junction
conveyance
,
boxes
End of drainpipes
• Agitation during wastewater
V Extend discharge point of pipes underneath
at lagoon
conveyance
lagoon liquid level
Lagoon surfaces
• Volatile gas emissions
Proper lagoon liquid capacity
• Biological mixing
QSCorrect lagoon startup procedures
• Agitation
lV Minimum surface area -to -volume ratio
Cg/Minimum agitation when pumping
O Mechanical aeration
O Proven biological additives
Irrigation sprinkler
• High pressure agitation
Irrigate on dry days with little or no wind
nozzles
. Wind drift
LEI Minimum recommended operating pressure
iK Pump intake near lagoon liquid surface
Pump from second -stage lagoon
Storage tank or
• Partial microbial
M,�Bottom or midlevel loading
basin surface
decomposition
Cl Tank covers
• Mixing while filling
Basin surface mats of solids
• Agitation when emptying
O Proven biological additives or oxidants
AMOC - November 11, 1996, page 2

Swine Farm Waste Management Odor Control Checklist
Source Cause BMPs to Minimize Odor Site Specific Practices
Farmstead • Swine production R1 Vegetative or wooded buffers
10 Recommended best management practices
®' Good judgment and common sense
Animal body • Dirty manure -covered ® Dry floors
surfaces animals
Floor surfaces
Wet manure covered floors
Slotted floors
V Waterers located over slotted floors
R" Feeders at high end of solid floors
W Scrape manure buildup from floors
N' Underfloor ventilation for drying
Manure collection
• Urine
119 Frequent manure removal by flush, pit recharge,
pits
• Partial microbial
or scrape
2�Underfloor
decomposition
ventilation
Ventilation exhaust
• Volatile gases
©' Fan maintenance
fans
• Dust
©'Efficient air movement
Indoor surfaces
• Dust
AKWashdown between groups of animals
O Feed additives
LZY _Feeder covers
Q( Feed delivery downspout extenders to feeder
covers
Flush tanks • Agitation of recycled lagoon O Flush tank covers
liquid while tanks are filling 194xtend fill lines to near bottom of tanks with
;anti-sirhon vents _
Flush alleys • Agitation during wastewater 9 Underfloor flush with underfloor ventilation
conveyance
AMOC - November 11, 1996, page 1

`w O N RCS
Untied States Qapartraamtof Agriculture
Natural Resources Conservation Smice
NUTRIENT MANAGEMENT PLAN
SUPPLEMENTAL INFORMATION
N.C. Practice Job Sheet: NC-590
Prepared for: 2 ` j lT rt
By: IC? -� f
Farm: Tract(s): Date:3J 1�r/ l
WHAT IS NUTRIENT MANAGEMENT?
Nutrient Management is applying nutrients
from all sources with the right placement, in
the right amount, at the right time, and from
the right source to minimize nutrient losses to
surface and groundwater. This practice is
accomplished through development and
implementation of a Nutrient Manacement
Plan, which can be part of a broader
Conservation Plan or CNMP that addresses
multiple resource concerns.
PURPOSE OF NUTRIENT MANAGEMENT
A nutrient management plan is intended to
accomplish one or more of the following
objectives:
To budget, supply, and conserve nutrients for
plant production.
• To minimize agricultural nonpoint source
pollution of surface and groundwater
resources.
• To properly utilize manure or organic by-
products as a plant nutrient source.
To protect air quality by reducing odors,
nitrogen emissions (ammonia, oxides of
nitrogen), and the formation of atmospheric
particulates.
To maintain or improve the physical, chemical,
and biological condition of soil.
CONTENTS OF THE NUTRIENT
MANAGEMENT PLAN
The following components are included in
nutrient management plan specifications
typical of more 'traditional'
fertilizer and manure application methods.
When precision ag/variable rate application
technology is utilized, see the next section of
this Job Sheet for additional guidance on plan
requirements.
• aerial site photograph(s)/imagery or site
map(s), and a soil survey map of the site,
• Sufficient soils information —such as dominant
soil map until for each planned field —needed
to apply nutrients at RYE and Soil Test Report
determined rates as appropriate; and to not
exceed rates determined by nutrient risk
assessment planning criteria.
• location of designated sensitive areas and the
associated nutrient application restrictions and
setbacks,
• results of approved risk assessment tools for
any necessary evaluations for nitrogen,
phosphorus, and erosion losses.
• current and/or planned plant production
sequence or rotation,
• soil, water, compost, manure, organic by-
product, and plant tissue sample analyses
applicable to the plan. Where non-NCDA soil
testing labs are used, nutrient
recommendations must be made using NCDA-
similar guidelines and methodologies. Note:
high levels of soil copper and zinc may be toxic
to production crops. Land application of these
nutrients must be accordance with
NCSU/NCDA crop toxicity guidelines.
• Realistic yield goals for the crops planned for
nutrient application,
NC-590 Job Sheet May 2015 page 1

• Planned nitrogen application rates based on
NC Realistic Yield Expectations (RYES) or
sufficiently documented yield records,
• The Nitrogen Leaching Index for planned
fields,
• Planned P & K application rates based on soil
test results (see next section where P & K
applied through variable rate technology).
• listing and quantification of all nutrient sources
and form, including starter fertilizer
applications and legume -based cover crop
mixes.
• in accordance with the nitrogen and
phosphorus risk assessment tool(s), specify
the recommended nutrient application source,
timing, amount (except for precision/variable
rate applications specify method used to
determine rate), and placement of plant
nutrients for each field or management unit,
and
• guidance for implementation, operation and
maintenance, and recordkeeping as specified
by the CNMP or applicable NC DWQ or
NDPES permit.
Where precision/variable rate nutrient
application applications are planned and
made, some required planning components of
the preceding section may be provided by the
overall conservation plan. In addition, the
following components are required in nutrient
management planning.
• The geo-referenced field boundary and data
collected that was processed and analyzed as
a GIS layer or layers to generate nutrient or
soil amendment recommendations.
• Planned nitrogen application rates based on
NC RYEs or sufficiently documented yield
records
• The Nitrogen Leaching Index for planned
fields.
• The nutrient recommendation guidance and
recommendation equations used to convert the
GIS base data layer or layers to a nutrient
source material recommendation GIS layer or
layers.
• Soil testing documentation that crop
Phosphorus (P205) and Potassium (K20)
nutrient or soil amendment application will be
made per soil test results similar to NCDA
guidelines. Where P & K will not be applied
via variable rate application technology, but by
basic GPS guidance, recommended P & K
NC-590 Job Sheet May 2015
rates must be provided as specifications prior
to application.
• Note —where Diammonium phosphate (1846-
0) is the primary variable rate P fertilizer
source applied on legume crops, additional N
will likely be needed to achieve RYES.
The plan was developed based on the current
NRCS 590 standard and Federal, state, or
local regulations or policies. Changes in laws
or regulations may require a plan modification.
This Job Sheet is a required supplement to
the Nutrient Management Plan.
NC Permitted Animal Operations: For NC_
DENR-DWR or NPDES permitted animal
operations, the waste utilization portion of the
Certified Animal Waste Management Plan -
(CAWMP) must meet requirements specified by
the Permit. The NC 1217 Interagency Group
provides guidance on the required minimum
elements of a CAWMP. This guidance is found in
Sec 1.1 of the latest 1217 Guidance Document,
located at:
http://www.nca�r.^ov/SWC/tech/::uidancedocumen
ts. html.
Nitrogen Leaching Index Values
Nitrogen Leaching Index values_ obtained through
use of current Soil Hydrolo-gic Group (SHG)-based
LI index maps in Sec II of the NC FOTG or RUSLE
2 field -specific soil loss calculations. are included
in the Nutrient Management Plan. SHGs per soil
map unit are available through selection of the Soil
Data Explorer and Soil Properties and Qualities
(then select "Soil Qualities and Features") tabs
once an Area of Interest has been defined in
NRCS Web Soil Survey.
If the Nitrogen Leachina Index > 10 for planned
fields, appropriate conservation practices must be
included in a conservation plan to prevent nitrogen
from leaving the field via surface or subsurface
runoff.
Below are conservation crop management
techniques and practices recommended for
mitigation of nitrate losses (practices also
documented in conservation plan):
page 2

i
NUTRIENT MANAGEMENT PLAN
DEVELOPMENT
The nutrient management plan has been
developed to meet nutrient application rate criteria
for all sources of nitrogen, phosphorus, potassium
as specified by NRCS 590 Nutrient Management
standard criteria.
In addition to NCDA Agronomic Division soil test
recommendations, or soil test recommendations
made through similar guidelines, the plan is based
on NC INMC approved values for realistic yield
goals, nitrogen factors, phosphorus removal rates,
default nutrient values for animal waste, plant
availability coefficients for N, P, and K, and animal
waste generation volumes where applicable.
Approved values are found at:
hitp://nutrients. soil. ncsu. ed a/index. htm
Where manure is applied, farm records may also
be used through a procedure provided in SB 1217
Interagency Group guidance, available at:
htf,://www.nca; r. !ov/SW-C/tech%1217committee.ht
ml
For NC permitted animal operations, planning
requirements for Plan "Amendments" (minor
modifications) and "Revisions" (Major
Modifications) are clarified by SIB 1217 Interagency
Group Guidance.
ADDITIONAL PHOSPHORUS -RELATED
PLAN INFORMATION (Applicable when
increases in Soil Test P are expected on
the planned area)
In NC,.a field -specific Phosphorus Loss
Assessment Tool (PLAT) evaluation is completed
in accordance with 590 Nutrient Management
standard General Criteria requirements, and
phosphorus must be applied in accordance with
590 standard Manure Phosphorus Application
Rates.
In addition to the basic plan components, plan
information on PLAT categorical ratings, P
drawdown strategies, and conservation practices
to reduce P loss risk is required when increases in
Soil Test P are expected on the planned area.
Typically, this could occur when manure is
consistently applied at Nitrogen -based rates. High
levels of phosphorus in the surface soil layer have
been linked to increasing risk of P loss through
surface runoff and leaching.
❑ Increases in Soil Test P are expected
on the planned area (not typical if P
application made per soil test results).
PLAT Categorical Ratincls Information
When soil test phosphorus continues to increase
on a long term basis, PLAT may produce results
that require P-based manure application planning
and planning for no additional manure P.
Conditions that will require P-based or no-P
planning will be based on site specific resource
conditions, which will facilitate data input into
PLAT. PLAT categorical ratings that will require
enhanced P application planning are:
HIGH: P-based manure application is required
(limited to P uptake in harvested crop biomass)
VERY HIGH: No additional manure P or starter P
application to be specified in nutrient management
plan.
Phosphorus Drawdown Strateci_v
Information:
Implementation of a phosphorus 'drawdown'
strategy may be a consequence of PLAT results,
or may be requested in order to lower soil test
phosphorus levels.
Should a reduction in soil test P be desired or
necessary, the only currently proven method of
substantial P 'drawdown' is to not apply manure -
based P and to plant.and harvest crops that utilize
P currently present in the soil surface.
Crop specific estimated annual P removal amounts
are available on the NCSU Nutrient Management
in NC website:
http://nutrients.soil.ncsu.edu/vields/index.php
Conservation Practices and Management
Techniques to Reduce P Loss Potential:
Conservation practices, especially those that
prevent soil particle detachment and trap sediment
at field edges are effective in preventing
phosphorus movement from the planned site.
Manure application techniques can also be applied
to reduce P loss risk. These practices must be
included in the conservation plan where
determined PLAT risk = HIGH for planned fields.
Consult the conservation plan developed in
conjunction with the nutrient management plan for
information on practices recommended to reduce
phosphorus AND nitrogen loss risks. Application
management techniques to reduce nutrient loss
risk may be prescribed below:
NC-590 Job Sheet May 2015 page 3

Lonq Term Strateav for Reduction of Soil P
Levels:
As noted in the P drawdown strategy section, the
only currently proven method for reducing high
levels of soil P is not applying P, paired with
producing crops on the planned site that use
existing soil P. Where soil P and PLAT
evaluations indicate an increasing risk to water
quality, substantially reducing soil P levels through
crop uptake can take many years of
implementation. When P is not applied, and
existing soil P is used by crops, eventually, soil will
become P deficient. Consult CES or NCDA
Regional Agronomy specialists for additional
information soil test P reduction timelines.
Manure P, produced in excess of crop
re uirements:
Consult the nutrient management plan for a
quantification of manure generated by the animal
feeding operation that may exceed crop P
requirements.
"Manure Hauler" Information
All manure waste applied on land owned by or
controlled by the Animal Feeding Operation (AFO)
owner or operator must be included in the nutrient
management plan. The volume difference in total
manure waste generated by the AFO and waste
applied to land not owned or controlled by the
producer must be accounted for in a nutrient
management plan.
General information on manure waste generated
by an AFO to be applied to land not owned or
controlled by the AFO owner or operator may be
recorded as specified in the NC CNMP
Certification Sheet and Documentation Checklist or
other supplemental documentation to the nutrient
management plan. NRCS CNMP technical criteria
require documentation of manure exports off the
farm (this can be done below). The AFO
owner/operator should provide the third party
applicator with a current waste analysis in order to
facilitate agronomic crop application of the facility's
generated waste. Should land not owned or
controlled'by the AFO owner or operator be
included in a nutrient management plan, the
complete plan must meet 590 criteria.
Type and Quantity of Animal Feeding Operation
(AFO) manure generated by the facility:
Quantity of AFO manure generated to be exported
off the farm for third party application:
RECORDKEEPING
Waste reports from the NCDA & CS Agronomic
Division, or equivalent, are acceptable sources of
information for determining applied manure nutrient
amounts for recordkeeping or crop budgeting
purposes.
Records, must be maintained for at least 5 years, or
for time and manner required by Permit for animal
operations to document plan implementation and
maintenance. As applicable, records include:
• soil, plant tissue, water, manure, and
organic by-product analyses resulting in
recommendations for nutrient application,
• quantities, analyses and sources of
nutrients applied,
• dates, and method(s) of nutrient
applications, source of nutrients, and rates
of application,
• weather conditions and soil moisture at the
time of application; lapsed time to manure
incorporation; rainfall or irrigation event,
• crops planted, planting and harvest dates,
yields, nutrient analyses of harvested
biomass, and crop residues removed,
• dates of plan review, name of reviewer,
and recommended changes resulting from
the review, and
• all enhanced efficiency fertilizer products
used.
Additional records for precision/variable rate
sites must include:
• maps identifying the variable application
source, timing, amount, and placement of
all plant nutrients applied, and
• GPS-based yield maps for crops where
yields can be digitally collected.
• Documentation per field nitrogen
application rates do not exceed RYE -
based recommended rates
• Documentation that applied phosphorus
and potassium recommendations do not
exceed recommended rates specified by
soil tests.
• For non -variable rate application of P & K,
provide applied map with field boundaries
indicating source, timing, method, and rate
of all applications.
• Where 'chlorophyll reader' technology is
utilized, application records that nitrogen
rates match RYE -based N rates as closely
as possible.
NC-590 Job Sheet May 2015 page 4

OPERATION AND MAINTENANCE
The producer is responsible for safe operation and
maintenance of this practice, including all
equipment. Review the plan periodically to
determine if adjustments or modifications to the
plan are needed. In NC, animal operations
permitting provisions may specify more frequent
review periods. Adhere to the following operation
and maintenance provisions:
• Protect fertilizer and organic by-product
storage facilities from weather and accidental
leakage or spillage. .
• Properly calibrate application equipment to
ensure uniform distribution of material at
planned rates.
• Workers should be protected from and avoid
unnecessary contact with inorganic fertilizers
and organic by-products. Extra caution must
be taken when handling ammonia sources of
nutrients, or when dealing with organic wastes
stored in unventilated enclosures.
• The disposal of material generated by the
cleaning of nutrient application equipment
should be accomplished properly. Excess
material should be collected and stored or field
applied in an appropriate manner. Excess
material should not be applied on areas of high
potential risk for runoff or leaching.
• Disposal or recycling of nutrient containers
should be done according to state and local
guidelines or regulations.
NC-590 Job Sheet May 2015 page 5

I?
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.
aa 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).
a Any method which, in the professional opinion of the State Veterinarian, would make possible
the salvage of part of a dead animal's value without endangering human or animal health.
(Written approval by the State Veterinarian must be attached).
I Mass Mortality Plan
U Mass mortality plans are required for farms covered by an NPDES permit. These plans are
also recommended for all animal operations. This plan outlines farm -specific mortality man-
agement methods to be used for mass mortality. The NCDA&CS Veterinary Division sup-
ports a variety of emergency mortality disposal options; contact the Division for guidance.
• A catastrophic mortality disposal plan is part of the facility's CAWMP and is activated
when numbers of dead animals exceed normal mortality rates as specified by the State
Veterinarian.
• Burial must be done in accordance with NC General Statutes and NCDA&CS Veterinary
Division regulations and guidance.
• Mass burial sites are subject to additional permit conditions (refer to facility's animal
waste management system permit).
• In the event of imminent threat of a disease emergency, the State Veterinarian may enact
additional temporary procedures or measures for disposal according to G.S. 106-399.4.
Signature of Farm Owner/Manager
Zs -
Date
Signat re of Technical Specialist Date

EMERGENCY ACTION PLAN
PHONE NUMBERS
DWQ — [phone]
EMERGENCY MANAGEMENT SYSTEM — (252)-399-2830
SWCD & NRCS — [phone] EXT 3
NC COOPERATIVE EXTENSION — [phone]
This plan will be implemented in the event that wastes from ►'our operation are
leaking overflowing, or runninlz off site. You should not wait until wastes reach
surface waters or leave your propertv to consider that you have a problem. You
should make ever, effort to ensure that this does not happen. Thisplan should be
posted in an accessible location for all em lo■ ees at the facilit%,. The following are
some action items you should take.
Waste Related Incidents
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 breeches -possible situations are:
i. Pump wastes to fields at an acceptable rate.
ii. Stop all flows to the lagoon immediately.
iii. Add soil to berm to increase elevation of dam.
iv. Call a pumping contractor.
V. Make sure no surface water is entering lagoon.
vi. Install pipes from lagoons to houses or pumps during lagoon
construction or under the supervision of an engineer to prevent
water movement along pipes.
b. Runoff from effluent application field -actions include:
i. Immediately stop waste application.
ii. Create a temporary diversion to contain waste.
iii. Incorporate waste to reduce runoff.
iv. Evaluate and eliminate the reason(s) that caused the runoff.
V. Evaluate the application. rates for the fields where runoff
occurred.
c. Leakage from waste pipes, malfunction of reel systems, center pivots or
sprinklers, and over application due to system malfunction:
i. Stop recycle pump.
ii. Stop irrigation pump.
iii. Close valves to eliminate further discharge.
iv. Repair all leaks prior to restarting pumps.
d. Leakage from flush systems, houses, solid separators- possible corrective
actions include:

i. Stop recycle pump.
ii. Stop irrigation pump.
iii. Avoid siphoning by installing pipes correctly during construction,
by correct pipe heights.
iv. Repair all leaks prior to waste handling or irrigation system
activation.
e. Leakage from base or sidewalls of lagoons. Often this is seepage as
opposed to flowing leaks -possible corrective actions include:
i. Dig a small sump or ditch away from the embankment to catch
all seepage, put in a submersible pump, and pump back to the
lagoon.
ii. If holes are caused burrowing animals, trap or remove animals
and fill holes and compact with a clay type soil.
iii. Have a professional evaluate the condition of.the sidewalls and
lagoon bottom as soon as possible.
?. 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? If yes, how many
gallons?
f. Could a future rain event cause the spill to reach surface waters? If so, are
there options to prevent it such as soil incorporation or putting a temporary
berm around the spill area. Are there water control structures in place that
could hold the spilled effluent. until it can be safely recovered?
g. Are potable water wells in danger either on or off the property?
3. Contact the appropriate agencies.
a. In the event of a spill, call your -DWQ (Division of Water Quality)
regional office. Phone [phone]. Your phone call should include:
your name, the facility number, your phone number and the details from 2
above, the farms exact location of the facility, the location or direction of
movement of the spill, and weather and wind conditions. The corrective
measures that have been under taken, and the seriousness of the situation.
b. If the .spill leaves the property or enters surface waters, call your local
EMS phone number, [phone] and local NRCS office for
advice/technical assistance at [phone], extension 3.
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 problems to minimize off -
site damage.
a. Contractors name: Prescott Hill Construction
b. Contractors address: NC 58 Wilson. NC 27893
c. Contractors phone: [phone]
6. Contact the technical specialist who certified the lagoon (MRCS, Consulting
engineer, etc.)
a. Name: Joy Sherrod. Area NRCS Engineer.
b. Phone: [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
Beer: problems from happening again.
Catastroi)hic Death Losses
In the event of catastrophic death losses of farm animals call one the following to activate
the County Animal Response Team (C.A.R.T) plan.
1. County Cooperative Extension Director/County C.A.R.T. Coordinator at
[phone].
2. County Emergency Coordinator [phone]
3. -2803 County Manager (252)399

i
kppendix 1. Lpgoo Sludge Survey Form Revised August 2008
�.. Farrn Permit or DWQ Identificaton Number 98-09
/ ' !iron Iden4icatio 1
son(s) Taking M asuremenis Ricky Hayes, Josh Pate
]. Date of Measurement 5/8/2018
Methods/Devices U§ed for Measurement of:
a. Distance from the I goon liquid surface to the top of the sludge layer.
PVC Pipe
b. Distancb from the lagoon liquid surface to the bottom (soil) of the lagoon.
PVC Pipe
c. Thickness of the
ge layer if making a direct measurement with "core sampler".
PVC Pipe
Lagoon Sulben
ce Are (using di i ensions at inside top of bank): 3.6 (acres)
(Draw a skh of th lagoon o a separate sheet, list dimensions, and calculate surface area. The lagoon
may have built differen than designed, so measurements should be made.)
i
3. Estimate number ofpsampling points:
a. Less th n 1.33 acres: Use 8 points
b. If more than 1.33 c. 3.6 acres x 6 = 22 , with maximum of 24.
(us�ng ske h and dimensions, develop a uniform grid that has the same number of intersections as the
estimated T umber of sampling points needed. Number the intersection points on the lagoon grid so that data
recs rded a each can bT easily matched.)
id. Conduct sludge survey and re�ord data on "Sludge Survey Data Sheet" (Appendix 2). Also,, at the
! n of the pump intake, takle measurements of distance from liquid surface to top of sludge
l id record it on the Data Sheet (last row); this must be at least 2.6 ft. when irrigating.
I. At the time of �he su ey, also measure the distance from the Maximum Liquid Level to the Present Liquid
Level (measure at tt e lagoon gauge pole):
J. Determine the dista ice from th? top of bank to the Maximum Liquid Level
(use lagoon nnana ment plan or other lagoon records)
K. Determine the dist nce from the Maximum Liquid to the Minimum Liquid level:
(use lagoon management plan pr other lagoon records)
I
L. Calculate the distar ce from thel present liquid surface level to the Minimum Liquid Level
(Item K Minus Item I, assuming the present liquid level is below the Maximum, Liquid Level)
M. Record from the SI dge SUrVE
lagoon bottom (avt rage for all
N. Record from the Sludge Surve
of the sludg layer (average fc
0. Record from the Sludge Surve
P. Calculate the thickness of the
i
C In O is greater than Iten
It . I. O is eq al to Or less tha
Data Sheet the distance from the present liquid surface level to the
ie measurement points)
Data Sheet the distance from the present liquid surface level to the top
all the measurement points):
Data Sheet the average thickness of the sludge layer:
g Liquid Treatment Zone (Item N minus Item L):
P, proceed to the Worksheet for Sludge Volume and Treatment Volum
item P, you do not have to determine volumes.
Completed by: Ricky Hayes, Josh Pate Date
Print Name /Signature
0.4
1.9
2.0
1.6
8.1
3.7
4.5
2.1
5/8/2018

1
%ppendix 2. Sludge Survey Data Sheet*
Identification BNJ 1
,ompleted by: Ricky Have; Josh Pate
Print Name
Revised August 2008
i
I
Signature
Date:
(A)
--
(B)
(C)
(C)_(B)
Grid Point
Dista
ice from liquid surface
Distance from liquid surface I
Thickness
of sludge layer
No.
to top of sludge
to lagoon bottom (soil)
Ft.
& in.
Ft. (tenths)
Ft.
& in.
Ft. (tenths)
Ft.
& in.
Ft. (tenths)
1
3
6
3.5
7
0
�7.0
3
6
3.5
2
7
0
7.0
8
0
8.0
1
0
1.0
3
5
6
5.5
7
6
7.5
2
0�
2.0
4
3
0
3.0
8
0
8.0
5
0
5.0
5
3
6
3.5
9
6
9.5
6
0
6.0
6
2
0
2.0
9
"v
9.0
7
0
7.0
7
5
0
5.0
8
0
8.0
3
0
3.0
g
6
0
6.0
8
0
8.0
2
0
2.0
9
6
6
6.5
8
0
8.0
1
6
1.5
10
6
6
6.5
8
6
8.5
1
6
1.5
1'1
1
6
1.5
8
0
8.0
6
6
6.5
1
6
1.5
8
0
8.0
6
6
6.5
2
0
2.0
9
0
9.0
7
0
7.0
14
2
0
2.0
8
0
8.0
6
0
6.0
15
2
0
2.0
8
0
8.0
6
0
6.0
16
3
0
3.0
8
0
8.0
5
0
5.0
17
3
0
3.0
9
0
9.0
6
0
6.0
18
3
0
3.0
8
0
8.0
5
0
5.0
19
4
6
4.5
9
0
9.0
5
0
5.0
20
3
0
3.0
8
6
8.5
5
0
5.0
21
. 3
6
3.5
7
6,
7.5
4
0
4.0
22
3
6
3.5
7
6
7.5
4
0
4.0
23
0
01
0.0
0
0�
0.0
0
' 0
0.0
24
0
0
0.0
0
0:
0.0
0
0
0.0
Points
22
22
22.0
22
22
22.0
22
22
22.0
Average of
3.6818182
0
8.1818182
k
X
4.477272727
points
At pump
intake
*A rid P
'Su
3.0
X X X
an corresponding sludge layer thicknesses must be shown on a sketch attached t� this
Da Sheet.

.pperdix 3. Workshe t for slud Revise August 2008. a volume and treatment volume ,d g
he average thickness of the slud a layer and the thickness of the existing liquid (sludge -free) treatment zone ire determined
nth:
e information on the Lagoon Sludge Survey Form (Items 0 and P, respectively). In this gxample, the average sludge
hickness is 2.5 f et and the existing liquid treatment zone is 3.5 feet. If the lagoon has ai designed sludge storage volume,
notes at end of the worksheet. The dimensions of the lagoon as measured and the side slope are needeld
ror calculations pf sludge volume end of total treatment volume. If the lagoon is a standard geometric shape, t I e sludge
+olume and the reatment volume In the lagoon can be estimated by using standard equations. For approximate volumes
)f rectangular laDoons ,,%ith constant side slope, calculate length and width at the midpoint of the layer, and multiply by layer
hickness to cal ulate layer volum�, as shown in the example. For irregular shapes, convert the total surface a� ea to a square
Dr rectangular s ape. For exact volumes for lagoons with constant side slope, the "Prismoidal equations" may be used.
i
Exami pie Your Lagoon
1. Averag sludge Layer Thickness (T) 2.6 ft. 4.5 ft.
I
2, epth of the lagoo from top of bank to bottom soil surface (D) 1 it ft. 10.1 ft.
I
3. lope Horizontali vertical side slope (S) 3 I 2.7
I
4. Length at the top of inside bank (L) 457 ft. i 438.0 ft. Average
I
5. Width at top inside slope (W) 229 ft. 357.0 ft. Average
6.
Length at midpoint of sludge layer Lm = L-2S(D-(T/2))
39$.5
ft.
I
393.0
7.
I
Width at midpoint f sludge layer Wm W-2S(D-(T!2))
17Q.5
ft.
312.0
ft.
8. Volum of sludge 4
Vs) VS=Lm Wm T
1691860
ft3
�
551,772
ft3
9.
Volum
in gallonsVs9
V'7.5 gal./ft3,
1,273,950
gal.
4,138,290
gal.
10. Thick
ess of exi$�ting
liquid tmt. zone (Y)
3,5
ft
2.1
ft
11 Thickness of total
treatment zone (Z) Z= T+Y
I
6
ft
6.6
ft
12. Leng�h at midpoi
t of total tmt. zone LZ= L-2(S)(D-(Z/2)
409 T
09
ft.
401.3
ft.
_.
13 Width at midpoink
of total tmt. Zone WZ = VV-2(S)(D-(Z/2)
-181
ft.
320.3
ft.
14 Volun ie of total Jeatment
zone (Vz) Vz = LZ WZ Z
444,174
ft'
848,245
3
ft
11J. Ratio ( R ) of slu l ge layer volume to total Treatment Volume
0.65
R = V Nz 0138
If the ratio R excee�s 0.50, than a sludge Plan of Action may be required. Check with DWQ for information
on filing the Plan of Action.
Note: If I he lagoon has a designed sludge storage volume (DSSV), subtract thativolume from b-Ah the volume
of sludge (Vs) (Item I8) and from the volume of total treatment zone (Vz) (Item 14), and take the F<Aio.
Then, R r (Vs-DSS� / (Vz - DSSV)
F ample!: If DSSV =� 85,000 ft, then R = (169,860 - 85,000) / (447,174 - 85,000)1= 84,860 / 362,174 = 0.24.
1F. Des gn sludge storage volume (DSSV)
85,000 0
1 Ratio (R) of sludge layer volume to treatment volume adjusted
0.24 0.65
for designed sludge storage volume
1

ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
LINDA CULPEPPER
Director
Andrews Hunt Farms LLC
BNJ Farm
4802 Pinnacle Dr
Wilson NC 27896
Dear Andrews Hunt Farms LLC,
NORTH CAROLINA
Environmental Quality
May 13, 2019
MAY 2 4 2019
Waterquality
R9gkw10p 80CUW
Subject: Additional Information Request
Application No. AWS980009
BNJ Farm
Wilson County
The Animal Feeding Operation Program of the Division of Water Resources (Division) has completed a
preliminary review of your renewal permit application package. Additional information is required
before we may continue our review. Please address and submit the following item(s) within 30 (thirty)
days of receipt of this letter:
�LJ Lagoon/storage pond capacity documentation (design, calculations, etc.) Also provide any site
evaluations, wetland determinations, or hazard classifications that may be applicable to your
facility.
Operation and Maintenance Plan
Please reference the subject application number when providing the requested information. All revised
and/or additional documentation shall be signed, dated and sent to my attention at the address below. The
Information can also be submitted electronically at ramesh.ravellammcderingov
Please feel free to contact me at 919-707-3702. if you have any questions regarding this letter,
Sincerely,
Animal Feeding Operations Program
cc: Raleigh Regional Office, Water Quality Regional Operations Section
AFOGS Section Files — AWS980009
North Carolina Department of Environmental Quality I Division of Water Resources
_ 1 — 512 North Salisbury Street 1 1636 Mail Service Center I Raleigh, North Carolina 27699-1636
Q�ft-ft\ /'� 919.707.9000

t a
AV e144V -1 4�'ej 7 A 20*J 4,
R.,e. llmvr
,6.v r f4a.. l9ws gy o 0a
2-
lop,
C:p ca I Ir 13,51E .9-1, Q
73, 7- 7 4:, 4 - � - 61 7, 21, -t 9 L, i
23,'
3 �'Jc
�,
-4— 5 / /ZZ
C/ el,

5N. Volume of waste produced
Volume = 783000.0 55LW ? 0.41 gailordlo. 55Liday k 40.0 days
in the pumping cycle i 7.40 gallons per cu. ft.
Volume = 9421;.2 cubic feet
58. ~Volume of stash water
This is the amount of fresh eater used for washing floors or
volume of fresh stater used for a flush system. Flush systems
that recirculate the lagoon eater are accounted for in 5A.
Volume = 0.0 gallons/day 90 days in cycle f 7.43 gallons
per cu. ft.
Volume = 0.0 cubic feet
M Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount,
RzFnfall January to ;taro^ 11.9 inches
Evaper. 4.5 inches
Excess rainfall idifferencel = .3 inches
Volume = 7.3 in a D4 i 12 inches per foot
`4313
Volume = E7:0 cubic feet
5O. Volume of 25 year - 24 hoar storm
`%olune = 6.8 Inches . e2 inches per foot * LA
'volume = �U�-2 ,3-cubic feet
��CEIVF�/11�Cc?J'(�jO�Fj
TOTAL REHIRED TEP?ORARV :VOLUME
5A. 04211.2 cubic feat 942019
5sr. ` $0 cubic feet
rar
5C. �tj cubic feet Quality
5O. .? cubic feet
iratift 1
Zlo1061.2_ 9b(a8.R
TOTAI 25RS4.� cubic feet = ;564.6 cu. yds.

MININU!! 1 ND APE=; _n- 1TOLID APPLICATION
Frog Technical Guide, Section IV, Practice Standard 633, acres
per animal unit Capacity .
Grain Grazed Pasture Harland
Cereal Corn Fescue Tifton 44 Bermuda
Panne
Panne
Control
Feeder :o Finisn .023
.015 .1i2
.0085
.0072 .0055
Far.ow ;o Feeder .065
.043 .032
.023
.020 .016
:o Fini:h 260
.180 .130
.096
.0$1 .066
H1 t it l it ± ri !: = C' fa
an an ad un ac..`a : aa1 ni acres a , _ needed
Ber udgrass 1500.0 t1.0 24.0
Cc.rn 1500.0 9.0 64.5
nn
3. "PPLIrATION P. IPRTPATTSM
.oils Craps
7s"I:Ca}:un Pitt' inches per hour
Amou11 incfirs
NOTE: ii}FORMATION ON APPLICATION PASTES AND AMOUNTS ;:GP VAPIwu5
SOILS .AND CROUPS CM OBE FOUND 1N THE SPRINYLEP IPPIGATiGN GUIDE -
iI n r+. n� rr N r r: FLUENT SL1f ULD BE �, P ram^ `T
.CrdI!r.I :;. - - EC::rJ:! :I-; . EF ,
ti PATE THAT T +E=E I ABSOLUTELY ;rD
DESIGNED By//"'kJ pjr,__i,DC_APPROVED BY: � �' llial�f
DATE: y=-�-9/ DATE:

SPECIFICATIONS_FOR'CONSTRUCTION_8F_WASTE_TREAT��ENT_LAGOON
Mort AHA_Log nP�_#2
Clgaril2gj All trees and brush shall be removed from Me
imPoundment area before construction is started. The foundalioi--,
of the la000n shall be cleared of all trees. stumos. roots.
brush, sod, organic soil, and debris. All stumps and all roots
exceeding 1 inch in diameter shall be removed to a minimum depth
of 1 foot. Satisfactory disposition will be made o[ all debris.
After clearing is completed the foundation area shall be loosened
thoroughly and rougnly leveled, with suitable equipment, before
placement of any embankment material.
CMQff_TEpUqhI A cutoff trench shall be excavated to a minimum
depth of 36 inches on the embankment. The exact depth shall be
determined on site by SCS. The trench width will be a minimum oi
6 feet, but will dePend on the equipment being used. The cutoff
trench shall be backfilled with SC.CH material. The trench shal]
be backfilled in 9 inch layers and compacted with sheepsfoot
roller with a minimum of 4 passes per unit width of fill lift. If
sheepsfoot ro/ler is not used, the trench shall be backfilled in
4 inch layers and compaction shall be equivalent to or better -
than the routing of the hauling and spreading equipment over the
fill in such a manner that every point on the surface of each
layer of fill will be traversed by not less than one tread track
of the loaded equipment traveling in a direction parallel to the
main axis of the fill. All standing water shall be removed from
the trench before backfilling is started.
QggMQQnI Topsoil shall be stocked piled separately for later
use. The bottom of the lagoon shall be excavated as shown on the
plans. Where pervious material (SP, quartz veins, etc) is exposed
during excavation, it shall be undercut and backfilled with a
compacted layer of highly plastic (CL -CH) material. approximately six (6) inches in thickness. Scarify and compact
the buttom and, where practicable, the side slopes of the lagoon
to decrease the permeability of the soil in the lagoon. Where BP
is exposed in the cut side slope, line and compact with CH - MH
maUerial in a 6 inch layer.
The materia1 placed in the embankment
snail be free of sod, roots, stones over six (6) inches in
diameter, and other objectionable materials. SC, CH, SM-SC
materials shall be used in the embankment. A limited amount of
pervious material found shall be used on the outside slope.
Construction of the embankment shall be made in layers not to
exceed 4 inches in thickness. Compaction shall be equivalent to
or better than Me routing of the hauling and spreaoing equipment

over the fill in such a manner that every ooint on the surface
each layer of fill will be traversed by not less than one tread
track of the loaded equipment traveling in a direction parallel
to,the main axis of the fill. If pans are not used, construction
of the embankment shall be made in layers not to exceed 9 Wches
in thickness and compacted with a sheepsfoot roller with a
minimum of 4 oasses per unit width of fill lift. At any time the
embankment surface becomes "slickened" such that the succeeding
layer wi]l not bond to the previous layer, scarify the previous
layer sufficiertly to assure bonding of the surfaces before
continuing with the fill operation. Construction of the fill
shall be undertaken only at such times that the moisture content
of the fill material will permit a reasonable degree of
compaction. Construction of the embankment shall allow an
adoitional 10% fur settlement. Stock piled topsoil shall be
spread over top of embankment and outside side slopes for the
establishment of vegetation.
Pollution Control Du[inq Construction: StriPpinq of embankment
and borrow areas shall be done as they are needed in normal
sequence of construction. Use temporary mulch protection on all
disturbed areas that are subject to erosion and will not have
substantial additional work performed for 30 days .
yogptotie[2l_ Vegetation shall be established on the slopes,
embankment top and all other disturbed areas, except the area
that will be inundated, as specified in the plans as soon as
possible after construction. Necessary steps shall be taken to
ensure that a good stand of vegetation is established in a
reasonable amount of time.
A permanent stake (CCA salt treated 4" x 4"
oost or 1 inch diameter PVC pipe with tee) marked to indicate
pumping level elevations, shall be placed in the inside slope at
one end of the lagoon.

ieUV&S o J y-.20-9j
U.•S. DEPARTMENT OF AGRICULTURE ro
Soil Conservation Service
EARTHWORK COMPUTATION SHEET
EARTH EMBANKMENT
Name �l
Address
Embankment: Top Width
D
NC-ENG-12
Rev. 6/82
Side Slopes
FILL
SUM OF
DOUBLE
STATION
HEIGHT
END AREA
END AREAS
DISTANCE
VOLUME
( Feet)
(Sq. Ft.)
(Sq. Ft.)
( Feet)
(Cu. Ft. )
26
2
r'
tP
r
�'1 d
1.
Double
Volume of
Fill t 2 = _
Cu. Ft.
2.
Volume
of embankment fill (line 1 -t
27) _
Cu. Yds.
-3.
Allowance for settlement
(5 or 10%
_
of line 2) =f
Cu.
Yds.
4.
Total cubic yards
(line 2 + line 3)
_ -7 7 r,2-
Cu. Yds.
Computed by
Date
9

o
OPERATION-AND_MAINTENANCE_PLAN_FOR_SWINE-WASTE-MANAGEMENT_SYSTEM
Producer - AHA Farms County: Wilsun
The purpose of this plan is to provide guidelines for carrying out the
routine operation and maintenance work needed to keep this swine waste
management system functioning as planned. Routine maintenance is considered
to be normal good care of the system. Good maintenance adds to beauty,
usefulness, and permanence.
A. Waste Treatment Lagoon
The lagoon should be filled at least half full with water
before manure loading begins in order to nurture bacteria
establishment. The routine maintenance of the lagoon involves
the following:
1. Maintenance of a vegetative cover on the embankment top '
and side slopes: Bermudagrass and fescue is being established on
these areas. Beginning in 1992 and each year thereafter,
the embankment should be fertilized with 800 pounds of
10-10-10 per acre to maintain a vigorous stand.
2. Control of brush and trees on the embankment. This may be
done by mowing, spraying, or chopping, or a combination of
all three. This will need to be done at least once each
year and possibly twice in years favorable to heavy growth
of vegetation.
Maintenance inspections of the lagoon should be made during
the initial filling of the lagoon and at least annually. Items
to be checked should include, as a minimum, the following:
1. Waste Inlet Pipes,
a. condition of pipes
(1) separation of joints
12) cracks or breaks
2. Pool Area
a. undesirable vegetative growth
b. floating or lodged debris

S. Embankment
a. settlement, cracking or "jug" holes
b. side slope stability - slumps or bulges
c. erosion and rooent damages
B. Management and land application of waste nutrients
Your animal waste management facility has been designed for a given storage
capacity. When the waste reaches the designed level, it must be land
applied at a specified rate to prevent pollution of surface and/or ground
water. The plant nutrients in the animal waste should be used to reduce the
amount of cnmmercial fertilizer required for the crops on the fields where
the waste is to be applied. This waste utilization plan uses nitrogen as
the limiting nutrient. Waste should be analyzed before each application
cycle and annual soil tests are encouraged so that all plant nutrients can
be balanced for realistic yields of the crop to be grown. .
Several factors are important in implementingyour waste utilization plan
in order to maximize the fertilizer value of the waste and to ensure that
it is applied in an environmentally safe manner. Always apply waste based
on the needs of the crop to be grown and nutrient content of the waste. Do
not apply more nitrogen' than the crop can utilize. Soil types are important
as they have different infiltration rates and leaching potential. Waste
shall not be applied to land eroding at greater than 5 tons per acre per -
year. Do not apply waste on saturated soils or on land when the surface is
frozen. Either of these conditions may result in runoff to surface waters.
Wind conditions should also be considered to avoid drift and downwind odor
problems. To maximize the value of nutrients for crop production and to
reduce the potential for pollution, the waste should be applied to a
growing crop or not more than 30 days prior to planting. Injecting the
waste or disking will conserve nutrients and reduce odor problems,
Maximum application rates should consider the intake capability of the
particulat soils that the waste is applied on. For application on Norfolk
and Altavista soils, the maximum application rate is .5 inches per hour
with cover and .4 inches per hnu- bare. On TomotIey, the rates are .4
inches per hour with cover and .35 inches per hour bare. Application on
Coastal Bermudagrass and Fescue is 1.3 inches. On corn the application is
2.35 inches. A soils map showing areas for waste application is attached.
You shuuld plan time and have appropriate equipment to apply the waste in a
time!, manner. Your facility is designed for 90 days of storage. Therefore,
it will need to be pumped every 3 months. Pumping should begin before
liquid reached elevation *@-feet and stop at elevation -6i�~�� feet.
iu_ kvw.-Tr
b*^7o

TM Lures neMed to app y animal ^' !e i . � on
cnntpnt fOr this We cf 0"it/. Acreage reqrireoents may be m'ry or iess
basnd an thc waste analysis repart /` ^r wasto management faciPty.
This amount �an be fully utilized ty any c a comMnaUi` n' the fullowing.
The acreage required for disposal of waste is based n ` T+c�ni'-: Guide,
Section IV P.S. 153.
This 7sgoo' is n:zed to Et " . �O '.~ *nrlh of manwe production. ThLs,
the lagoon wjll have to be pumpad 4 times per year. There are 1MIn lbs N
, 'K*ble por year. 10WO / 4 = 2677.5 its availably N p'c: W` every 90
days. C;'op production most 0e such that F677.5 lbs oF Ni�r,`gen car be
utMzed every 90 days.
Produce.Cw:s eor than 260 s� /0.
Call !An Sail uw WaWr Cncserv&Yon wstrict Office a'jer yo^ receive tMe
waKo analys.. ''. 1tai the am.'u L p~r ''re to apul .
F epareJ by _ _ _____ ~��
wame �itle Date
Colvcurred hy: ___. �~__________________ _~�_/�~�'___

SCS-ENG-538 U. S. DEPARTMENT OF AGRICULTURE
Rev. 5-70 SOIL CONSERVATION SERVICE
SOIL INVESTIGATION TO DETERMINE SUITABILITY OF PROPOSED POND SITE
FARMER'S N DISTRICTrj 5 0
DATE d 7 a COUNTY
S. C. S. PHOTO SHEET NO. WORK UNIT,�aG
WATERStiED AREA MEASUREMENTS
CROPLAND ACRES PASTURE ACRES
WOODLAND ACRES TOTAL ACRES POND CLASS WORK UNIT CONSERVATI0_.,IST
SKETCH' OF PROPOSED POND SHOWING WHERE BORINGS WERE MADE (Approx. scale 1" = feet)
Locate reference point m center line of dam and identify on sketch.
3
Z.
JI
I
I I
Y i (
+
IL.
I
i I I
I I ! I
i i i I I I
i i I I i I I I
SHOW, BORING NUMBER AND PROFILE
DEPTHI Afake and Gst dam -site and spillway borings (irst- then ponded area and borrow pit borings -separate with oerttcdt red line.
I rContinued on back where necessary) Show wa!er table elevations nn dam -site borings.
SCALE
2 I: 3 4 5 6 ''I 8 y i 10 11 12 ';I i3-AT 15 16 17 18W23
5
-
14
11I
_ 7
it
'r J ►f �+ C off 78'f C
'0a,, tfro 91.
ME P 11 ji I ft 9G s
f
BORINGS MADE BY e SIGNATURE & TITLE fly

+ U. S. DEPARTMENT OF AGRICULTURE NC-ENG-12
Soil Conservation Service Rev. 6/82
EARTHWORK COMPUTATION SHEET
EARTH EMBANKMENT
Name A A4 -Z
Address
�,rCQ%cc iorz arcki4�0 -
Embankment: r Top Width — Side Slopes 2
FILLf
SUM OF
DOUBLE
STATION
HEM T
END AREA
END AREAS
DISTANCE
VOLUME
eet �_
(Sq. Ft.)
(Sq. Ft.)
( Feet)
(Cu. Ft. )
r =
930
T .
398 a
-
4- a
�s-iarD�
SS6
l00
-� S,S.fDD
—
rS
I
1. Double
Volume of Fill
- 2
s Cu.t
2. Volume of
embankment
fill (line 1 -
27) _ �%i_7
Cu. Yds.
3. Allowance
for settlement
(5 or 10%
of line 2) _
Cu.
Yds.
4_ Total cubic
yards
(line 2 + line 3)
=
Cu. Yds.
Computed by
Date
leeolscp

U. S. Department of Agriculture NC-ENG-34
Soil Conservation Service September 1980
File Code: 210
HAZARD CLASSIFICATION DATA SHEET FOR DAMS
Landowner //i4 County w!�-s
Community or Group No. — T_ Conservation Plan No.
Estimated Depth of Water to Top of Dam � Ft, Length of Flood Pool ¢�6-Ft.
Date of Field Hazard Investigation.__ 4-5-- /
Evaluation by reach of flood plain downstream to the point of estimated minor effect
from sudden dam failure.
Reach: Length: Width: Slope:
----- . Ft. Ft. x
2
3 .
,- i st. E ev. st ��vation
Kind of :Improvements: of Breach
Land Use Improvements Above :Floodwater Above
Flood Plain: Flood Plain
-- Ft. Ft.
Describe potential for loss of life and damage to existing or probable future downstream
improvements from a sudden breach
do�n.s7 --
Hazard Classification of Dam M b, c) (see NEM-Part 520.21) ,4
Dam Classification (I, II III, IV, V)_ _
r-
gy—_"1 j r�C
name(title)
Concurred By Lam'' C'�
ti tl
�r�ame -eT-
NOTE: 1. Instructions on reverse side.
2. Attach additional sheets as needed.
Date �- I/-r i
Date ; - S-

f
Apendix 1. Lagoon Sludge Survey Form Revised August 2008
Q
A. Farm Permit or DWQ Identification Number 98-09 FA
B. Lagoon Identification 1
C. Person(s) Taking Measurements Ricky Hayes, Josh Pate
D. Date of Measurement
E. Methods/Devices Used for Measurement of:
4/30/2019
a. Distance from the lagoon liquid surface to the top of the sludge layer.
PVC Pipe
b. Distance from the lagoon liquid surface to the bottom (soil) of the lagoon.
PVC Pipe
c. Thickness of the sludge layer if making a direct measurement with "core sampler".
PVC Pioe
F. Lagoon Surface Area (using dimensions at inside top of bank): 3.6 (acres)
(Draw a sketch of the lagoon on a separate sheet, list dimensions, and calculate surface area. The lagoon
may have been built different than designed, so measurements should be made.)
G. Estimate number of sampling points:
a. Less than 1.33 acres: Use 8 points
b. If more than 1.33 ac. 3.6 acres x 6 = 22 , with maximum of 24.
(Using sketch and dimensions, develop a uniform grid that has the same number of intersections as the
estimated number of sampling points needed. Number the intersection points on the lagoon grid so that data
recorded at each can be easily matched.)
H. Conduct sludge survey and record data on "Sludge Survey Data Sheet" (Appendix 2). Also, at the
location of the pump intake, take measurements of distance from liquid surface to top of sludge
layer and record it on the Data Sheet (last row); this must be at least 2.5 ft. when irrigating.
I. At the time of the survey, also measure the distance from the Maximum Liquid Level to the Present Liquid
Level (measure at the lagoon gauge pole):
J. Determine the distance from the top of bank to the Maximum Liquid Level
(use lagoon management plan or other lagoon records)
K. Determine the distance from the Maximum Liquid to the Minimum Liquid level:
(use lagoon management plan or other lagoon records)
L. Calculate the distance from the present liquid surface level to the Minimum Liquid Level
(Item K Minus Item I, assuming the present liquid level is below the Maximum Liquid Level)
M. Record from the Sludge Survey Data Sheet the distance from the present liquid surface level to the
lagoon bottom (average for all the measurement points)
N. Record from the Sludge Survey Data Sheet the distance from the present liquid surface level to the top
of the sludge layer (average for all the measurement points):
O. Record from the Sludge Survey Data Sheet the average thickness of the sludge layer:
P. Calculate the thickness of the existing Liquid Treatment Zone (Item N minus Item L):
Q. If Item O is greater than Item P, proceed to the Worksheet for Sludge Volume and Treatment Volume.
If Item O is equal to or less than Item P, you do not have to determine volumes.
�17 /
AW,
2.0
1.0
1.0
8.1
3.9
4.3
2_q
Completed by: Ricky Hayes, Josh Pate r �- /, 7,Z-t— Date: 4/30/2019
Print Name /Signature

Appendix 2. Sludge Survey Data Sheet* Revised August 2008
Lagoon Identification_ BNJ 1
Completed by: Ricky Haye: Josh Pate Date: 4/30/2019
Print Name
Signature
(A)
( B )
( C )
( C ) - ( B )
Grid Point
Distance from liquid
surface
Distance
from liquid
surface
Thickness of sludge layer
No.
to top of sludge
to lagoon bottom
(soil)
Ft.
& in.
Ft. (tenths)
Ft.
& in.
Ft. (tenths)
Ft.
& in.
Ft. (tenths)
1
3
6
3.5
7
0
7.0
3
6
3.5
2
7
0
7.0
8
0
8.0
1
0
1.0 '
3
4
0
4.0
7
6
7.5
3
5
3.4
4
4
0
4.0
8
0
8.0
4
0
4.0
5
3
6
3.5
9
6
9.5
6
0
6.0
6
3
0
3.0
9
0
9.0
6
0
6.0
7
3
0
3.0
8
0
8.0
5
0
5.0
8
2
0
2.0
8
0
8.0
6
0
6.0
9
3
0
3.0
8
0
8.0
5
0
5.0
10
6
0
6.0
8
6
8.5
2
0
2.0
11
4
0
4.0
8
0
8.0
4
0
4.0
12
3
6
3.5
8
0
8.0
4
6
4.5
13
3
0
3.0
9
0
9.0
6
0
6.0
14
2
0
2.0
8
0
8.0
6
0
6.0
15
3
0
3.0
8
0
8.0
5
0
5.0
16
3
0
3.0
8
0
8.0
5
0
5.0
17
3
0
3.0
9
0
9.0
6
0
6.0
18
3
0
3.0
8
0
8.0
5
0
5.0
19
4
6
4.5
9
0
9.0
5
01
5.0
20
4
0
4.0
8
6
8.5
4
0
4.0
21
7
0
7.0
7
6
7.5
1
0
1.0
22
7
0
7.0
7
6
7.5
1
0
1.0
23
0
0
0.0
0
0
0.0
0
0
0.0
24
0
0
0.0
0
0
0.0
0
0
0.0
Points
22
22
22.0
22
22
22.0
22
22
i
22.0
Average of
3.9090909
0
8.1818182
X
X
4.291666667
points
i
i
At pump
4.0
X
X
X
X
X
X
intake
*All Grid Points and corresponding sludge layer thicknesses must be shown on a sketch attached to this
Sludge Survey Data Sheet.

Appendix 3. Worksheet for sludge volume and treatment volume Revised August 2008
The average thickness of the sludge layer and the thickness of the existing liquid (sludge -free) treatment zone are determined
from the information on the Lagoon Sludge Survey Form ( Items O and P, respectively). In this example, the average sludge
layer thickness is 2.5 feet and the existing liquid treatment zone is 3.5 feet. If the lagoon has a designed sludge storage volume,
see notes at end of the worksheet. The dimensions of the lagoon as measured and the side slope are needed
for calculations of sludge volume and of total treatment volume. If the lagoon is a standard geometric shape, the sludge
volume and the treatment volume in the lagoon can be estimated by using standard equations. For approximate volumes
of rectangular lagoons with constant side slope, calculate length and width at the midpoint of the layer, and multiply by layer
thickness to calculate layer volume, as -shown in the example. For irregular shapes, convert the total surface area to a square
or rectangular shape. For exact volumes for lagoons with constant side slope, the "Prismoidal Equations" may be used.
Example Your Lagoon
1 Average sludge Layer Thickness (T) 2.5 ft. 4.3 ft.
2. Depth of the lagoon from top of bank to bottom soil surface (D) 11 ft. 11.1 ft.
3. Slope = Horizontal/ vertical side slope (S) 3 2.7
4. Length at the top of inside bank (L) 457 ft. 438.0 ft. Average
5. Width at top inside slope (W) 229 ft. 357.0 ft. Average
6. Length at midpoint of sludge layer Lm= L-2S(D-(T/2)) 398.5 ft. 393.0
7. Width at midpoint of sludge layer Wm W-2S(D-(T/2)) 170.5 ft.
312.0 ft.
8. Volume of sludge (Vs) Vs=Lm Wm T 169,860 ft3
527,249 ft3
9. Volume in gallons: Vs9=V"7.5 gal./ft3. 1,273,950 gal.
3,954,366 gal.
10. Thickness of existing liquid tmt. zone (Y) 3.5 ft
2.9 ft
11. Thickness of total treatment zone (Z) Z= T+Y 6 ft
7.2 ft
12. Length at midpoint of total tmt. zone LZ= L-2(S)(D-(Z/2) 409 ft.
397.5 ft.
13. Width at midpoint of total tmt. Zone WZ = W-2(S)(D-(Z/2) 181 ft.
316.5 ft.
14. Volume of total treatment zone (Vz) Vz = LZ WZ Z 444,174 ft3
905,823 ft3
15. Ratio ( R ) of sludge layer volume to total Treatment Volume
R = VsNz 0.38
0.58
If the ratio R exceeds 0.50, than a sludge Plan of Action may be required. Check with DWQ for information
on filing the Plan of Action.
Note: If the lagoon has a designed sludge storage volume (DSSV), subtract that volume from both the
volume
of sludge (Vs) (Item 8) and from the volume of total treatment zone (Vz) (Item 14), and take the ratio.
Then, R = (Vs-DSSV) / (Vz - DSSV)
Example: If DSSV = 85,000 ft3, then R = (169,860 - 85,000) / (447,174 - 85,000) = 84,860 / 362,174 =
0.24.
16. Design sludge storage volume (DSSV) 85,000
0
17. Ratio (R) of sludge layer volume to treatment volume adjusted
for designed sludge storage volume 0.24
0.58

Computation Sheet
NRCS—ENG-523A Rev. 6-2002
U.S. Department of Agriculture
Natural Resources Conservation Service
State Project
ON S
By Date Checked by
I—T P 4- f- +A
Subject
Sheet — of
Date Job No.
, -4130I 0 17 1
A.A