820297_Permit Renewal Application 2019_20190410

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Animal Waste Management Systems
Request for Certification of Coverage
Facility Currently covered by an Expiring Sate Non -Discharge General Permit
On September 30, 2019, the North Carolina State Non -Discharge General Permits for Animal Waste Management Systems will
expire. As required by these permits, facilities that have been issued Certificates of Coverage to operate under these State
Non -Discharge General Permits must apply for renewal at least 180 days prior to their expiration date. Therefore, all applications
must be received by the Division of Water Resources by no later than April 3, 2019.
Please do not leave any question unanswered Please verify all information and make any necessary corrections below.
Application must be signed and dated by the Permittee.
l . Farm Number: 82-0297
2. Facility Name: Robert Jackson Farm
3. Landowner's Name (same as on the Waste Management Plan):
4. Landowner's Mailing Address: 1494 Feed Mill Rd
City: Roseboro State:
Telephone Number: 910-564-4612 Ext. E-mail:
Certificate Of Coverage Number: AWS8202
NC
Zip: 28382-7146
5.
Facility's Physical Address: 1612 Feed Mill xd
City: Roseboro State:
NC
Zip: 28382
6.
County where Facility is located: Sampson
7.
Farm Manager's Name (if different from Landowner):
g.
Farm Manager's telephone number (include area code):
9.
Integrator's Name (if there is not an Integrator, write "None"):
Murnln -Brown LLC
10.
Operator Name (OIC): B&bnTi7==
G`�r� ��{ifili�
Phone No.: 910­5-d6t� OIC #: -t§ 49#—
_
s G xyy
"None
f1V -79zz
11.
Lessee's Name (if there is not a Lessee, write
12.
Indicate animal operation type and number:
Current Permit: Operations Type
Allowable Count
Swine - Feeder to Finish
2,448
Operation Types:
Swine Cattle
Dry Poultry
Other Types
Wean to Finish Dairy Calf
Non Laying Chickens
Horses - Horses
Wean to Feeder Dairy Heifer
Laying Chickens
Horses - Other
Farrow to Finish Milk Cow
Pullets
Sheep - Sheep
Feeder to Finish Dry Cow
Turkeys
Sheep - Other
Farrow to Wean Beef Stocker Calf
Turkey Pullet
Farrow to Feeder Beef Feeder
Boar/Stud Beef Broad Cow
Wet Poulta•e
Gilts Other
Non Laying Pullet
Other
Layers

I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that,
if all required parts of this application are not completed and that if all required supporting information and attachments are not
included, this application package will be returned to me as incomplete.
Note: In accordance with NC General Statutes 143-215.6A and 143-215.613, 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 princi al executive officer of the corporation): J
Name: Title: Xfr 21�I
Signature: Date:
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]
E-mail: [e-mail]
FORM: RENEWAL -STATE GENERAL 02/2019

13. Watsie Treatment and Storage Lagoons (Verify the following information is accurate and complete. Make all necessary
corrections and provide missing data.)
Structure
Name
Estimated Liner Type Estimated
Date (Clay, Synthetic, Capacity Surface Area
Built Unknown) (Cubic Feet) (Square Feet)
3
Design Freeboard
"Redline"
(Inches)
t 9.00
Mail one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed application
as required by NC General Statutes 143-215.1OC(d) to the address below.
The CAWMP must include the following components:
L T e most recen Waste Utilization Plan (WUP), signed b■ the owner and a certifiDO techni al sL)ecialist, containing:
.. The method by which waste is applied to the disposal fields (e.g. irrigation, injection etc.)
A map of every field used for land application (for example: irrigation map)
t-o( The soil series present on every land application field
yid The crops grown on every land application field
The Realistic Yield Expectation (RYE) for every crop shown in the WUP
c, f The maximum PAN to be applied to every land application field
L,-g The waste application windows for every crop utilized in the WUP
;itt. The required NRCS Standard specifications
L/ A site map/schematic
i /3. Emergency Action Plan
✓. Insect Control Checklist with chosen best management practices noted
✓/ Odor Control Checklist with chosen best management practices noted
6. Mortality Control Checklist with selected method noted - Use the enclosed updated Mortality Control Checklist
7. Lagoon/storage pond capacity documentation (design, calculations, etc.) Please be sure the above table is accurate and
complete. Also provide any site evaluations, wetland determinations, or hazard classifications that may be applicable to
Your facility.
8. Operation and Maintenance Plan
if your CAWMP includes any components not shown on this list, please include the additional components with your submittal.
,(e.g. composting, digesters, waste transfers, etc.)
As a second option to mailing paper copies of the application package, you can scan and email one signed copy of the
application and all the CAWMP items above to: [e-mail]

ROY COOPER
czar
MICHAEL S. REGAN
Star€ary
L NDA CULPEPPEit
Mrwot
Robert Jackson
Robert Jackson Farm
1494 Feed Mill Rd
Roseboro, NC 28382-7146
�srn
NORTH CAROLINA
EnvlronmentaXQaalfry
Subject: Application for Renewal of Coverage for Expiring State General Permit
Dear Permittee:
February 27, 2019
Your facility is currently approved for' operation under one of the Animal Waste Operation State Non -Discharge General Permits,
which expire on September, 30, 2019. Copies of the new animal waste operation State Non -Discharge General Permits are available
at https:Hde .nc vov/about/divisions/water-resources/water-quality-regional operations/afo or by writing or calling:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Telephone number: [phone]
In order to assure � our continued coverage under the Stat Non -Discharge General Permit ',ou must submit an apillication for
ermit coverage to the Division. Enclosed N ou will find a "Request for Certifi ate of Coverage Facility Currently Covered bA an
Expiriny State Non -Di charLe General Permit." The application form must be com fete siened and returned b,, Auril 3, 2019.
Please note that you must include one 1 co v of the Certified Animal Waste Mana ement Plan CAWIVIP with the
completed and sipped a lication 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 NCGS 143-215.1 and could
result in assessments of civil penalties of up to $25,000 per day.
If you have any questions about the State Non -Discharge General Permits, the enclosed application, or any related matter please feel
free to contact the Anima hig'Operations Branch staff at 919-707-9100.
Sincerely,
t�pr Jon Risgaard, Section Chief
�iBQtB���1'G,M' Animal Feeding Operations and Groundwater Section
Enclosures
cc (w/o enclosures): Fay etteville Regional Office, Water Quality Regional Operations Section
Sampson County Soil and Water Conservation District
AFOG Section Central Files - AWS820297
Murphy -Brown LLC
4ti Ata€tI Cara rra pega4r•a^tof E:rVror*^erts r,_a 'ty I fY" s a• of v."rte, Rescurces
BU W Sa ;b-LI St. I V536 K's I Pis = e , Mvt� :a-c ^s 274;S9-1e36
d,��_ 919.737Z:33

Nutrient Management Plan For Animal Waste Utilization
This plan has been prepared for:
Robert Jackson Farm
Robert F. Jackson
/1?,4 " 1-9-Feed Mill Rd.
Roseboro, NC 28382
910-564-4612
05-27-2008
This plan has been developed by:
Gavin Thompson
NRCS/Sampson SWCD
84 County Complex Rd.
Clinton, NC 28328
910-592- 7963
'�4 .
'Developer Signature
Type of Plan: Nutrient Management with Manure Only
Owner/Manager/Producer Agreement
I (we) understand and agree to the specifications and the operation and maintenance procedures
established in this nutrient management plan which includes an animal waste utilization plan for
the farm named above. I have read and understand the Required Specifications concerning animal
waste management that are included with this plan.
Signature (owner)
Date
Signature (manager or producer)
Date
This plan meets the minimum standards and specifications of the U.S. Department of Agriculture -
Natural Resources Conservation Service or the standard of practices adopted by the Soil and Water
Conservation Commission.
Plan Approved By: S
ethnical Specialist Signature Date
APR 4 4 2919
i---------
499116 � ase ersion 3.1 Date Printed: 05-27-2008
Cover Page 1

Nutrients applied in accordance with this plan will be supplied from the following
source(s):
Commercial Fertilizer is not included in this plan.
S7
Swine Feeder -Finish Lagoon Liquid waste generated 2,269,296 gals/year by a 2,448
animal Swine Finishing Lagoon Liquid operation. This production facility has waste
storage capacities of approximately 180 days.
Estimated Pounds of Plant Available Nitrogen Generated per Year
Broadcast
5227
Incorporated
8976
Injected
9885
Irrigated
5681
Max. Avail.
PAN (lbs) *
Actual PAN
Applied (lbs)
PAN Surplus/
Deficit (lbs)
Actual Volume
Applied (Gallons)
Volume Surplus/
Deficit (Gallons)
Year 1
5,681
9216
-3,535
3,681,248
-1,411,952
-------- --------------- - -- --- e-an------------------------------------------------------------------------------------------------------------------------
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.
499116 Database Version 3.1 Date Printed: 05-27-2008 Source Page Page 1 of 1

Narrative
Revised plan to change crop on pulls 6-9 to millet/rye.
-------------------------------------------------------------------------------------------------- ----------------------------------------- -------
499116 Database Version 3.1 Date Printed: 05-27-2008 Narrative Page Page 1 of 1

The table shown below provides a summary of the crops or rotations included in this plan for each field. Realistic Yield estimates are
also provided for each crop, as well as the crop's P205 Removal Rate. The Leaching Index (LI) and the Phosphorous Loss 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 harvested plant
biomass for the crop rotation or multiple years in the crop sequence. Fields with a Very High PLAT Rating should receive no
additional applications of manure. Regardless of the PLAT rating, starter fertilizers may be recommended in accordance with North
Carolina State University guidelines or recommendations. The quantity of P205 applied to each crop is shown in the following table if
the field's PLAT rating is High or Very High.
Planned Crops Summary
Tract
Field
Total
Acres
Useable
Acres
Plat
Rating
LI
Soil Series
Crop Sequence
RYE
P205
Removal
(Ibs/acre)
Applied
(Ibs/acre)
12774
P1
2.80
2.80
Unknown
N/A
Norfolk
Small Grain Overseed
1.0 Ton
15
N/A
Hybrid Bermudagrass Pasture
6.5 Tons
8
N/A
12774
P2
5.5
5.5
Unknown
N/A
Norfolk
Small Grain Overseed
1.0 Tons
15
N/A
Hybrid Bermudagrass Pasturc
6.5 Tons
8
N/A
12774
P3
5.0
5.00
Unknown
N/A
Norfolk
Small Grain Overseed
1.0 Tons
15
N/A
Hybrid Bermudagrass Pasture
6.5 Tons
8
N/A
12774
P5
2.30
2.30
Unknown
N/A
Norfolk
Small Grain Overseed
1.0 Tons
15
N/A
Hybrid Bermudagrass Pasture
6.5 Tons
8
N/A
12774
P6
3.60
3.60
Unknown
N/A
Norfolk
Small Grain Overseed
1.0 Tons
15
N/A
Pearl Millett, Pasture
5.5 Tons
7
N/A
12774
P7
6.50
6.50
Unknown
N/A
Norfolk
Small Grain Overseed
1.0 Tons
15
N/A
Pearl Millett, Pasture
5.5 Tons
7
N/A
12774
P8
5.80
5.80
Unknown
N/A
Norfolk
Small Grain Overseed
1.0 Tons
15
N/A
Pearl Millett, Pasture
5.5 Tons
7
N/A
12774
P9 1
3.30
3.30
Unknown
N/A
Norfolk
Small Grain Overseed
1.0 Tons
15
N/A
Pearl Millett, Pasture
5.5 Tons
7
N/A
PLAN TOTALS: 34.80 34.80
499116 Database Version 3.1 Date Printed 5/27/2008
PCS Page Page I of 2
NOTE: Symbol * means user entered data.

LI Potential Leaching
Technical Guidance
2 Low potential to contribute to soluble
None
nutrient leaching below the root zone.
>= 2 & Moderate potential to contribute to soluble
Nutrient Management (590) should be planned.
<= 10 nutrient leaching below the root zone.
High potential to contribute to soluble
nutrient leaching below the root zone.
Nutrient Management (590) should be planned. Other conservation practices that improve the soils
available water holding capacity and improve
> 10
nutrient use efficiency should be considered. Examples
are Cover Crops (340) to scavenge nutrients, Sod -Based Rotations (328), Long No
-Term -Till (778),
and edge -of -field practices such as Filter Strips (393) and Riparian Forest Buffers (391).
PLAT Index Rating
P Management Recommendation
0 - 25 Low
No adjustment needed; N based application
25 - 50 Medium
No adjustment needed; N based application
51 - 100 High
Application limited to crop P removal
> 100 1 Very High
Starter P application only
499116 Database Version 3.1 Date Printed 5/27/2008
PCS Page Page 2 of 2
NOTE: Symbol * means user entered data.

The Waste Utilization table shown below summarizes the waste utilization plan for this operation. This plan provides an estimate of the number of acres of cropland needed to use
the nutrients being produced. The plan requires consideration of the realistic yields of the crops to be grown, their nutrient requirements, and proper timing of applications to
maximize nutrient uptake.
This table provides an estimate of the amount of nitrogen required by the crop being grown and an estimate of the nitrogen amount being supplied by manure or other by-products,
commercial fertilizer and residual from previous crops. An estimate of the quantity of solid and liquid waste that will be applied on each field in order to supply the indicated quantity
of nitrogen from each source is also included. A balance of the total manure produced and the total manure applied is included in the table to ensure that the plan adequately provides
for the utilization of the manure generated by the operation.
Waste Utilization Table
Year 1
APPItc.
Nitrogen'l
PA
Nutrient
Req'd
(lbs/A)
Comm.
Pert.
Nutrient
Applied
(lbs/A)
Res.
(lbs/A)
Applic.
Manure
PA
NutrientA
pplied
(lbs/A)
Liquid
ManureA
pplied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
1000
Source
Total
Use.
Crop
RYE
Period
N
N
N
Method
N
gal/A
Tons
1000 gals
tons
Tract
Field
ID
Soil Series
Acres
Acres
12774
PI
S7
orfolk
2.80
2.80 Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
19.97
0.00
55.92
0.00
12774
PI
S7
orfolk
2.80
2.80 Hybrid Bermudagrass Pasture
6.5 Tons
3/1-9/30
222
0
0
Irrig.
222
88.68
0.00
249.29
0.00
12774
P2
S7
Norfolk
5.50
5.50 Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
19.97
0.00
109.85
0.00
12774
P2
S7
tiorfolk
5.50
5.50 Hybrid Bermudagrass Pasture
6.5 Tons
3/1-9/30
222
0
0
Irrig.
222
89.68
0.00
487.72
0.00
12774
P3
S7
orfolk
5.00
5.00 Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
brig.
50
19.97
0.00
99.86
0.00
12774
P3
S7
Norfolk
5.00
5.00 Hybrid Bermudagrass Pasture
6.5 Tons
3/1-9/30
222
0
0
Irrig.
222
88.68
0.00
443.38
0.00
12774
P5
S7
Norfolk
2.30
2.30 Small Grain Overseed
1.0 Tons
10/1-3/31
50
0 1
0
Irrig.
50
19.97
0.001
45.94
0.00
12774
1 P5
S7
Norfolk
2.30
2.30 Hybrid Bermudagrass Pasture
6.5 Tons
3/1-9/30
222
0
0
brig.
222
88.68
0.00
203.96
0.00.
12774
P6
S7
Norfolk
3.60
3.60 Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
brig.
50
19.97
0.00
71.90
0.00
12774
P6
S7
INorfolk
3.60
3.60 Pearl Millett, Pasture
5.5 Tons
411-9/15
209
0
0
Irrig.
209
83.48
0.00
300.54
0.00
12774
P7
S7
orfolk
6.50
6.50 Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
19.97
0.00
129.82
0.00
12774
P7
S7
Norfolk
6.50
6.50 Pearl Millett, Pasture
5.5 Tons
4/1-9/15
209
0
0
Irrig.
209
83.48
0.00
542.64
0.00
12774
P8
S7
Norfolk
5.80
5.80 Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
19.97
0.00
115.84
0.00
12774
P8
S7
Norfolk
5.80
5.80 Pearl Millett, Pasture
5.5 Tons
411-9/15
209
0
0
Irrig.
209
83.48
0.00
494.20
0.00
12774
P9
S7
Norfolk
3.30
3.30 Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
brig.
50
19.97
0.00
65.91
0.00
12774
P9
S7
Norfolk
3.30
3.30 Pearl Millett Pasture
5.5 Tons
4/1-9/l5
209
0
0
brig.
209
83.48
0.00
275.49
0.00
499116
Database Version 3.1
Date Printed: 5/27/2008
WUT
Page Page 1 of
2

Notes: 1. In the tract column, — symbol means leased, otherwise, owned. 2. Symbol * means user entered data.
499116 Database Version 3.1 Date Printed: 5/27/2008 WUT Page 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)
12774
P1
Norfolk
0.50
1.0
12774
P2
Norfolk
0.50
1.0
12774
P3
Norfolk
0.50
1.0
12774
P5
Norfolk
0.50
1.0
12774
P6
Norfolk
0.50
1.0
12774
P7
Norfolk
0.50
1.0
12774
P8
Norfolk
0.50
1.0
12774
j P9
N orfolk
0.50
1.0
499116 Database Version 3.1 Date Printed 5/27/2008 IAF Page Page 1 of 1
NOTE: Symbol * means user entered data.

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 I 0
Tract I Field 12774 Pl
Acres I App. Period 2.80 10/1-3/31
CROP Small Grain Overseed
Soil Series Norfolk
RYE Sample Date 1.0 Tons
05-12-07
PRemoval
lRating 15lbs/ac.
Llnk.nown
Tract
Field 12774
P2
Acres App.
Period 5.50
10/1-3/31
CROP I Small Grain Overseed
Soil Series Norfolk
RYE Sample
Date 1.0 Tons
05-12-07
PRemoval
Rating 15lbs/ac.
Unknown
Tract
Field 12774
P3
Acres
App. Period 5.00
1011-3/31
CROP Small Grain Overseed
Soil Series Norfolk
RYE Sample Date 1.0 Tons
05-12-07
PRemoval Rating 15lbs/ac.
Unknown
Tract Field 12774
P5
Acres iApp, Period 2.30
10/1-3/31
CROP I Small Grain
Overseed
Soil Series Norfolk
RYE Sample Date 1.0 Tons OS-12-07
P Removal I Rating 15 Ibs/ac. jUnknown
Req'd Nutrients
Supplied By:
Starter
N
(lbs/A)
50
0
P205
(lbs/A)
0
0
K20
(lbs/A)
801
0
Mg
(lbs/A)
0
0
Mn
(lbs/A)
0
0
Zn
(lbs/A)
0
0
Cu
(lbs/A)
0
0
Lime
(tons/A)
0
0
Commercial Fert.
0
0
0
01
0
0
0
0
Residual
0
0
0
0
0
0
0
0
Manure
50
27
68
6
0
1
01
0
BALANCE
0
27
-12
6
0
1
0
0
Req'd Nutrients
50
0
80
0
0
0
0
0
Supplied By:
Starter
0
0
0
0
0
0
0
0
Commercial Fert.
0
0
0
0
0
0
0
0
Residual
0
0
0
0
0
01
0
0
Manure
50
27
68
6
0
1
0
01
BALANCE
0
27
-12
6
0
1
0
0
Req d Nutrients
50
0
80
0
0
0
0
0
Supplied By:
Starter
0
0
0
0
0
0
0
0
Commercial Fert.
0
0
0
0
0
0
0
0
Residual
0
0
0
0
0
0
0
0
Manure
50
27
68
6
0
1
0
0
BALANCE
01
27
-12
6
0
1
0
0
Req'd Nutrients
50
0
80
0
0
0
0
0
Supplied By:
Starter
0
0
0
0
0
0
0
0
Commercial Fert,
01
0
0
0
0
0
0
C
Residual
01
0
0
0
0
0
0
C
Manure
501
27
68
6
0
1
0
0
BALANCE
01
27
-12
61
0
1
0
C
499116 Database Version 3.1 Date Printed: 5/27/2008 NUR Page Page 1 of 4

Nutrient Management Recommendations Test
YEAR I 0
Tract I Field 12774 P6
Acres App. Period 3.60 10/1-3/31
CROP Small Grain Overseed
Soil Series Nortblk
RYE
Sample Date 1.0 Tons
05-12-07
P Removal
Rating 15 Ibs/ao.
Unknown
Tract Field 12774
P7
Acres
App. Period 6.50
10/1-3/31
CROP Small Grain Overseed
Soil Series Norfolk
RYE I
Sample Date 1.0 Tons
05-12-07
P Removal I Rating 15 lbs/ac.
Unknown
Tract Field 12774
P8
Acres
App. Period 5.80
10/1-3131
CROP ISmall Grain Overseed
Soil Series
Norfolk
RYE
Sample Date
1.0 Tons
05-12-07
P Removal
I Rating
15 lbs/ac.
Unknown
Tract Field
12774
P9
Acres
App. Period
3.30
10/1-3/31
CROP Small Grain Overseed
Soil Series Norfolk
RYE Sample Date 1.0 Tons 05-12-07
P Removal IRating 15 lbs/ac, jUnknown
NOTE: Symbol * means user entered data.
N
P205
K20
Mg
Mn
Zn
Cu
Lime
(lbs/A)
I
(lbs/A)
(lbs/A)
(lbs/A)
(lbs/A)
(lbs/A)
(lbs/A)
(tons/A)
Req'd Nutrients
50
0
80
0
0
0
0
0
Supplied By:
Starter
0
0
0
0
0
0
0
0
Commercial Fert.
0
0
0
01
0
0
0
0
Residual
0
0
0
0
0
0
0
0
Manure
50
27
68
6
0
1
0
0
BALANCE
0
27
-12
6
0
1
0
0
Req'd Nutrients
50
0
80
0
0
0
0
0
Supplied By:
Starter,
0
0
0
0
0
0
0
0
Commercial Fert.
0
0
0
0
0
0
0
0
Residual
0
0
0
0
0
0
0
0
Manure
50
27
68
6
0
1
0
0
BALANCE
0
27
-12
6
0
1
0
0
Req'dNutrients
50
0
80
0
0
0
0
0
Supplied By
Starter
0
0
0
0
0
0
0
0
Commercial Fert.
0
0
0
0
0
0
0
0
Residual
01
0
0
0
0
01
0
0
Manure
50
27
68
6
0
11
0
0
BALANCE
0
27
-12
6
0
1
0
0
Req'd Nutrients
50
0
80
0
0
0
0
0
Supplied By:
Starter
01
0
0
0
0
0
0
0
Commercial Fert.
01
0
0
0
0
01
0
0
Residual
0
0
0
0
0
0
0
0
Manure
50
27
68
6
0
1
0
0
BALANCE
0
27
-121
1
1 0
C
499116 Database Version 3.1 Date Printed: 5/27/2008 NMR Page Page 2 of 4

Nutrient Management Recommendations Test
YEAR
j
N
(lbs/A)
P205
(lbs/A)
K20
(lbs/A)
Mg
(lbs/A)
Mn
(lbs/A)
Zn
(lbs/A)
Cu
(lbs/A)
Lime
(tons/A)
Field
12774
Pl
Req'dNutrients
222
0
160
0
0
0
0
0.
M
Period
2.80 1
3/1-9/30
Supplied By:
CROP
Hybrid Bermudagrass
Pasture
Starter
01
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
0
01
0
RYE Sample
Date
6.5 Tons
05-12-07
Manure
222
121
304
27
1
5
1
0
P Removal
Rating
8 Ibs/ac.
Unknown
BALANCE
0
121
144
27
1
5
1
0
Tract
Field
12774
P2
Req'd Nutrients
222
0
160
0
0
0
0
0
Acres I
App. Period
5.50
3/1-9130
Supplied By:
CROP
Hybrid 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
6.5 Tons
05-12-07
Manure
222 1
121
304
27
1
5
1
0
P Removal
Rating
8 Ibs/ac.
Unknown
BALANCE
0
121
144
27
1
5
1
0
Tract i Field
12774
P3
Req'd Nutrients
222
0
160
0
0
0
0
0
Acres
App. Period
5.00
3/1-9/30
Supplied By:
CROP
Hybrid Bermudagrass
Pasture
Starter
0
0
0
0
0
0
0
0
Commercial Fert.
- D
0
0
0
0
01
0
0
Soil Series
Norfolk
Residual
0
0
0
0
0
0
0
0
RYE I Sample
Date
6.5 Tons
05-12-07
Manure
222
121
304
27
1
5
1
0
P Removal
Rating
8 Ibs/ac.,
Unknown
BALANCE
0
121
144
27
1
5
1
0
Tract
Field
12774
P5
Req'd Nutrients
222
0
160
0
0
0
0
0
Acres
App. Period
2.30
3/1-9/30
Supplied By:
CROP
Hybrid Bermudagrass
Pasture
Starter
0
0
0
0
0
0
0
0
Commercial Fert.
0
0
0
0
0
01
0
0
Soil Series
Norfolk
Residual
01
0
0
0
0
0
0
0
RYE Sample
Date
6,5 Tons
05-12-07
Manure
222
1211
304
271
1
5
1
0
P Removal
Rating
8 Ibs/ac.
Unknown
BALANCE
0
121
144
27
1
5
1
0
Tract
Field
12774
P6
Req'd Nutrients
209
0
120
0
0
0
0
0
Acres App. Period
3.60
4/1-9/15
Supplied By:
CROP
Pearl Millett, 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
j 5.5 Tons
05-12-07
Manure
209
114
286
26
11
51
1
0
P Removal
IRating
1 7 lbs/ac.
jUnknown
BALANCE
0
114
166
261
11
51
11
0
499116 Database Version 3.1 Date Printed: 5/27/2008 NMR Page Page 3 of 4

Nutrient Management
Recommendations
Test
YEAR
1
N
(lbs/A)
P205
(lbs/A)
K20
(lbs/A)
Mg
(lbs/A)
Mn
(lbs/A)
Zn
(Ibs/A)
Cu
(lbs/A)
Lime
(tons/A)
eld
12774 P7
Req'd Nutrients
209
0
120
0
0
0
0
0
eriod
[9E
CROP
6.50 411-9l15
Pearl Millett, Pasture
Supplied By:
Starter
Commercial Fert.
0
0
0
0
0
0
0
0
0
0
0
01
0
0
0
0
Soil Series
Norfolk
Residual
01
0
01
0
0
0
0
0
RYE Sample Date
P Removal Rating
5.5 Tons 05-12-07
7 lbs/ac. Unknown
Manure
BALANCE
209
0
114
114
286
166
26
26
1
1
5
5
1
1
0
0
Tract Field
12774 P8
Req'd Nutrients
209
0
120
0
0
0
0
0
Acres I App. Period
CROP
5.80 4/1-9/15
Pearl Millett, Pasture
Supplied By:
Starter
Commercial Fert.
0
0
0
0
0
0
0
0
0
0
0
0
0
D
0
0
Soil Series
RYE Sample Date
P Removal Rating
Norfolk
5.5 Tons 05-12-07
7 Ibs/ac. Unknown
Residual
Manure
BALANCE
0
209
0
0
114
114
0
286
166
01
26
26
0
1
1
0
5
5
0
1
1
0
0
0
Tract Field
12774 P9
Req'd Nutrients
209
0
120
0
0
0
0
0
Acres I App. Period
3.30 4/1-9/15
Pearl Millett, Pasture
Supplied By:
Starter
Commercial Fert.
0
0
01
0
0
0
0
0
0
0
0
0
0
0
0
0
CROP
N orfolk
5.5 Tons 05-12-07
7 Ibs/ac. Unknown
Residual
Manure
BALANCE
0
209
0
0
114
114
0
286
166
0
26
26
0
1
1
0
5
5
0
1
1
0
0
0
Soil Series
RYE Sample Date
P Removal Rating
NOTE: Symbol
* means user entered data.
499116 Database Version 3.1 Date Printed; 5/27l2008
NMR Page 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 time 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 .
Required Soil Test Values
Lime Recom.
Tract
Field
Crop
pH
(tonstacre)
Cu-1
Copper Recommendation
Zn-I
Zinc Recommendation
12774
P1
P1
P2
Small Grain Overseed
Hybrid Bermudagrass Pasture
Small Grain Overseed
6.1
6.1
6.1 1
0.0
0.0
0.0
240
240
240
None
None
None
204
204
204
None
None
None
12774
12774
12774
P2
Hybrid Bermudagrass Pasture
6.1
0.0
240
None
204
None
12774
P3
Small Grain Overseed
6.1
0.0
240
None
204
None
12774
P3
Hybrid Bermudagrass Pasture
6.1
0.0
240
None
204
None
12774
P5
P5
P6
Small Grain Overseed
Hybrid Bermudagrass Pasture
Small Grain Overseed
6.1
6.1
6.1
0.0
0.0
0.0
240
240
240
None
None
None
204
204
204
None
None
None
12774
12774
12774
P6
Pearl Millett, Pasture
6.1
0.0
240
None
204
None
12774
P7
P7
Small Grain Overseed
Pearl Millett, Pasture
6.1
6.1
0.0
0.0
240
F 240
None
None
204
204
None
None
12774
12774
P8
Small Grain Overseed
6.1
0.0
240
None
204
None
12774
P8
Pearl Millett, Pasture
6.1
0.0
240
None
204
None
12774
P9
Small Grain Overseed
6.1
0.0
240
None
204
one
12774
P9
Pearl Millen, Pasture
6.1
0.0
240
None
2.
None
----------------------------------------------------------------------------------------------------------------
499116 Database Version 3.1 Date Printed: 05-27-2008 STV Page 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).
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.
----------------------------------------------------------
--- I------------------------------------------------------------------------------------ --
499116 Database Version 3.1 Date Printed: 5/27/2008 Specification Paae 1

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.
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.
- - ------------------------------------------------------
499116 Database Version 3.1 Date Printed: 5/27/2008 Specification Page

17. A protective cover of appropriate vegetation will be established on all disturbed
areas (lagoon embankments, berms, pipe runs, etc.). Areas shall be fenced, as
necessary, to protect the vegetation. Vegetation such as trees, shrubs, and other
woody species, etc., are limited to areas where considered appropriate. Lagoon
areas should be kept mowed and accessible. Berms and structures should be
inspected regularly for evidence of erosion, leakage, or discharge.
18. If animal production at the facility is to be suspended or terminated, the owner is
responsible for obtaining and implementing a "closure plan" which will eliminate
the possibility of an illegal discharge, pollution, and erosion.
19. Waste handling structures, piping, pumps, reels, etc., should be inspected on a
regular basis to prevent breakdowns, leaks, and spills. A regular maintenance
checklist should be kept on site.
20. Animal waste can be used in a rotation that includes vegetables and other crops
for direct human consumption. However, if animal waste is used on crops for
direct human consumption, it should only be applied pre -plant with no further
applications of animal waste during the crop season.
21. Highly visible markers shall be installed to mark the top and bottom elevations of
the temporary storage (pumping volume) of all waste treatment lagoons.
Pumping shall be managed to maintain the liquid level between the markers. A
marker will be required to mark the maximum storage volume for waste storage
ponds.
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.
---------------------- -------------------------------- ----------------------------------------------------
499116 Database Version 3.1 Date Printed: 5/27/2008 Specification Page 3

Crop Notes
The following crop note applies to field(s): P1, P2, P3, P5, P6, P7, P8, P9
Small Grain: CP, Mineral Soil, medium leachable
In the Coastal Plain, oats and barley should be planted from October 15-October 30; and rye from
October 15-November 20. For barley, plant 22 seed/drill row foot and increase the seeding rate by 5% for
each week seeding is delayed beyond the optimum time. See the seeding rates table for applicable
seeding rate modifications in the current NCSU "Small Grain Production Guide". Also, increase the
initial seeding rate by at least 10% when planting no -till. Oats should be planted at 2 bushels/acre and
rye at 1-1 1/2 bushels/acre. Plant all these small grains at 1-1 1/2" deep. Adequate depth control is
essential. Review the NCSU Official Variety "green book" and information from private companies to
select a high yielding variety with the characteristics needed for your area and conditions. Apply no more
than 30 lbs/acre N at planting. Phosphorus and potash recommended by a soil test can also be applied at
this time. The remaining N should be applied during the months of February -March.
The following crop note applies to field(s): P 1, P2, P3, P5
Berinudagrass: CP, Mineral Soil, Moderately Well Drained.
Adaptation: Well -adapted.
In the Coastal Plain, hybrid bermudagrass sprigs can be planted Mar. 1 to Mar. 31. Cover sprigs 1" to 3"
deep (1.5" optimal). Sprigs should be planted quickly after digging and not allowed to dry in sun and
wind. For Coastal and Tifton 78 plant at least 10 bu/ac in 3' rows, spaced 2' to 3' in the row. Generally a
rate of 30 bu/ac is satisfactory to produce full groundcover in one or two years under good growing
conditions. Tifton 44 spreads slowly, so use at least 40 bu/ac in 1.5' to 2' rows spaced 1' to 1.5' in row.
For broadcast/disked-in sprigs use about 60 bu/ac. Soil test for the amounts of lime, phosphorus,
potassium and micronutrients to apply preplant and for annual maintenance. Apply 60 to 100 lb/ac N in
the establishment year in split applications in April and July. For established stands apply 180 to 240
lb/ac N annually in split applications, usually in April and following the first and second hay cuts.
Reduce N rates by 25% for grazing. Refer to NCSU Technical Bulletin 305 Production and Utilization
of Pastures and Forages in North Carolina for more information or consult your regional agronomist or
extension agent for assistance.
The following crop note applies to field(s): P6, P7, P8, P9
Pearl Millett: No Comment
-------------------------------------------------------------------------------------------------------------------------------------------
499116 Database Version 3.1 Date Printed: 05-27-2008 Crop Note Page Page 1 of 1

u
. .... .....

This plan will be implemented in the event that animal manure or lagoon effluent from your
operation is leaking, overflowing, or running off the site:
Step (1) Stop the release or flow of manure/effluent.
Step (2) Assess the extent of the spill and note any obvious damages.
Step (3) Contact appropriate personnel and agencies.
Murphy Family Farms: 800-311-9458 or 910-289-6439 (See Land & Nutrient Management
phone list attached)
Department of Environmental Management (DEM) Regional Office:
DEM after hours emergency:_ 919-733-3942
Local Emergency Management System:
Local Natural Resource Conservation Service:
Local Cooperative Extension Service: -- /,W
Local Soil and Water Conservation District: p ,S 7 -3
Local dirt-moving/heavy equipment companies:
Name Phone #
2. 1 �
3.
Local contract pumping/uiigation equipment companies:
Name
1.
2.
3.
Phone #
Step (4) Implement procedures -as advised by MFF, DEM, and technical assistance
agencies to rectify the damage, repair the system, and reassess the nutrient
management plan to prevent future problems.
Note 1: See MFF Environmental Emergency Procedures Flowchart attached
Note 2: See pages 89-91 of the Certification Training Manual for more details

Land & Nutrient Management Certification Manual
ENVIRONMENTAL[occurs
which
g has pc
i
EMERGENCY
PROCEDURES Contact MFF
Serviceperson
Lagoon level has
Lagoon dike has suddently dropped
breached/broken out without irrigating.
an a temporary dt Yes an you identi
be built to stop the Construct y No
discharge? temporary the discharge
dike. outlet?
No Yes
Take action Attempt to
an the
Take measures an You stopth es to sto contain
lent becontained o Yes necessary to dicharg? discharge. effluent on
property contain spill. property.
wuiac[ personnel m:
• Land & Nutrient Mngt
Heavy Equipment
Servicpeison
` Pyramid Manager
No
Call LNM &
Heavy Equipment,
personnel, service
person and
production
manager.
Monitor situation
until help arrives.
Irrigation/flush systems
malfunctioned creating
a significant leak.
you capable f no
pins source o
Yes
Obtain
'an repairs b es
materials
made by farm
and make
personnel?
necessary
repairs.
-L No
Contact LNM
personnel and
Pyramid
Manager.
Inmcert.doc: 03/291% 64 ©MURPHY FAMILY FARMS

Land & Nutrient Management Certi7catlan Manual
LNM personnel assess
options and call DEM.
Khelicopter need Yes Contact LNM to
o assess contaimnen dispatch helicopter
\ options? (available within 30
\ minutes).
LNM and Heavy
equipment personnel
identify equipment needs
and dispatch it to the site.
LNM personnel procures
Heavy Equipment and
maintenance staff as
needed to aid in response
to emergency.
LNM team will coordinate
response efforts. Meet with
DEM personnel and
document actions taken.
Immcemdoc: 03/29/96 65 ©MURPHY FAMILY FARMS

N
' APR 0 4 2019
Swine Farm Waste Management Odor Control Checklist
Sunrcc Cause IiMI's to Minimize ndnr bite St�ccific I'l acliccs�
Farmstead swine production M--'Vegetative or wooded puffers;
C"tecommended best management practices;
f-Good judgment and common sense
Animal body surfaces • Dirty manure -covered animals M--Dry floors -^ _
flour sul faces • Wei 111wure-covered floors GYSlotled floors;
P.,'Watcrers located over slotted floors;
0,-T-eeders at high end of solid floors;
F,�scrape manure buildup from floors;
(7 Underfloor ventilation for drying
h1anure collection pits • Urine; f=•l--l`requent manure removal by 1111511, pit recharge, --- -
• I'mlial microbial decomposition or scrape;
Cl Underfloor ventilation
Ve11111�1111111 c\hallst 111115 • Volatile gases; 0-1':111 I11aintenallce;
Dust Efr—fiflicicnt air nlovenrent
Indoor surfaces
Flush taoks
Hush alleys
Pit lecha%e points
I'VI stations
oulsille drain collection
of junction poxes
• Dust
• Agitation of recycled lagoon
liquid while tanks are tilling
• Agltallon (luring %vastew:ller
conveyance
• Agitation of recycled lagoon
liquid while pits are filling
• Agitation during sump lank
filling and drawdown
• Agitation during wastewater
conveyance
P-lWashdown between groups of animals;
Cl Feed additives;
rl Feeder covers;
R—Tccd delivery downspout exicndels to I -cede,
covers
Cl Flush tank covers;
Exlcod fill lines to near bottom ol'tanks will►
anti -siphon vents
O underfloor flush with underfloor ventilation
f�1 !'sxlend recharge lines la near bununl ul' pits
With anti -siphon vents
L7 Sump tank covers
- Box covers

Source Cause
End of drainpipes at • Agitation During wastewater MIS to Minimize odor
lagoon El extend discharge point of pipes underucalll ~— Srt1° SI'ecific Practices
conveyance
Lagoon surfaces lagoon liquid level
Volatile gas emissions; ~ ^ biological nlixitlg; �,1.. 'roper lagoon liquid capacity;
Agitation
•
C�2o60 lagoon startup procedures; •
E4' inimum surface area -to -volume ratio;
R�Miuimam agitation when.pumping;
O Mechanical aeration;
irrigation sprinkler n�vcn biological additives
Ili>,11 nfCSS11rC anil:,finn•
110ZZICS
Slur:u..• te...l• .. i ..
surlacc
• Wind (11-ift v ,
• Pallia) Microbial decamp
• Mixing while lilling;
• Agitation when emptying
ScUling basin surface . Partial Microbial d,xomposition;
• Mixing while lilling;
• Agitation when emptying
Manure, slurry or slull6e Agitation When spreading;
outlets
• Volatile gas emissions
Uncovered manure, Volatile g
m or sludge as emissions while
slu
Y be un lirld drying
suN-Ices
Dead anima is
Dead allim;d disposal
pits
Ineiner,lurs
%.urcass (jeconglosilion
Carcass deconq)osilion
• Incomplete coulbusliun
1-7 Irrigate on dry days with little or no wind;
tinin►um recommended operating pressure;
0--Purup intake near lagoon liquid surface;
O Pump from second-slage lagoon
Cl Bottom or Iuidlcvel load:
ng;
n Tallk covers;
Cl basin surface mats of solids;
wiI'roven biological additives or oxidants
^CI Extend drainpipe 01111ets underneath liquid
level;
Cl Remove settled solids regularly
CI Soil injection ofslurry/sludges;
L7 Wash residual manure from spreader after use;
Cl Proven biological additives or oxid;lnls
O Soil injection of slurry/sludges
11 Soil incorporation within 48 11rs.;
17 Spread in Thin uniform layers lur rapid drying;
Cl Proven biological additives nr,...:-,.---•_
Proper Disposition of c;Irc;lss'e
L7 Complele covering of carcasses in burial pits;
Cl Proper loealion/eonsinlctioll of disposal pill
Cl Scccmdan-y stack; burners
' - November 11. 1996, Page: 4

Source Cause
Standing w.�ler around • lmproper drainage;
lacili►ie�
• Microbial decontposiliotl of
_ organic matter
hlanure tracked onto • Poorly ntainlained access roads
public roads fiont farm
access
/3MPs to Mittinlize nrlrrr
rade. and landscape such II►at water drains Site Specific Practices
away frotn facilities
access road maintenance
Additional Information
Swine hianure Managen►cnt ; 0200 Itule/13Mp Packet
Swine Production I.arn► Potential Odor Sources and Remedies ; 1?I3AG Fact Sheet
Swine 1'10dtrclion Facility Manure Management; Pit Recliarge - Lagoon Trealment ; ERAG 129-88
Swine I'roductiun Facility Manure Management: Underfloor Fillb -Lagoon Treatment ; GgAfi 129-88
Lagoon Design and Management lOr Liveslock Manure Treatment and Storage ; Fl3AE 103-83
Calibration of Manure and Wastewater Application l:quipntent ; C13Ali pact Sheet
Controlling Odors from Swine Buildings; 11111-33
liuvinu►rnental Assurance Program ; NI'I'C Manual
Options li►r Managing; Odor; a report from the Swine Odor Task Force
t•luis:u►ce Concerns in Animal Manure Managenent: Odors and Flies ; PROM, 1995 Conference Proceedings
n
Available From :
NCSU, Courtly lixtcnsion Center
NCSU - ►3Ali
NCSI1 - HAI:
NCSiJ - IIAI?
NCSU - IIAF
NCS1J - BA1:
NCS(I - Swine f3xlCrtsion
NC Polk- I'rodueers Assuc
NCSI1 Agri Coln nitn,ical ions
Florida Cooperalivc latension
Aht()(' - Miv.—a—, i i v-- .. -

Insect Control Checklist for Animal Operations
. uu-rcc Cause IIMPs Ill Control lnsecls - i - i-- ---..-`- --- - —
— Site SpSperecific Practices
Pracliccs
Liquid Systems -- —
Flusl, (inners Accumulation of solids flush system is designed and operated --
sufficiently to remove accumulated solids from
utters as designed.
(-� Remove bridging of accumulated solids w
discharge
Lagocros and fits • Crusted Solids Maintain lagoons, settling basins and pits where
pest breeding is apparent to minimize the
crusting of solids to a depth of no more than 6 -
8 inches over more than 30% of surface.
-E);Cessive vegetalive 6 Decaying vegelation Maintain vegetative control along banks of
t;ruwtll lagoons and other impoundments to prevent
accumulation of decaying vegetative matter
along waler's edge on impoundment's perimeter.
Dry Systems
Iced Spillage Design, operate and maintain feed systems
bunkers and lroughs) to minimize the
accumulation of decaying wastage.
G-4""Clean up spillage on a routine basis (e.g., 7 - 10
day interval during s„nu,►er; 15-30 day interval
during winter).
Fecd Storage Accumulations of feecl residues U"Ret moisture accunudaliort within and
around immediate perimeter of Iced storage
areas by insuring drainage away liom site
and/or providing adegnale containment (e.g.,
covered bin for brewer's grain and similar high
�I toislure grain products).
lnspecl fior and remove or break up acculuul;,tell
solids in filler strips around feed storage as
needed.
AhIlt' - Mwemhrr I I 104M u,..... ,

_Source - - - Cruse IIMN to Control hisecis - - _—
Anilnal l luing llAreas . Accumulations of animalt� Eliminate low areas that trap moisture along
wastes Site Specific Practices
and feed wastage fences and other locations where waste
accumulates and disturbance by animals is
inimal.
0 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).
Ivry t,lanure I landling Accumulations of animal wastes
Systems
0 Remove spillage on a routine basis (e.g., 7 - 10
day interval during summer; 15-30 day interval
during winter) where manure is loaded for land
application or disposal.
O Provide for adequate drainage around manure
stockpiles.
O Inspect for and remove or break up accumulated
wastes in filter strips around stockpiles and
- --- ----- -- manure handling areas as needed.
For more inlunnation contacl file Cooperative Extension Service, Department of Entomology, Box 7613, Norlh Carolina Slate [Jniversily, --_- - -- -- --_- _ --
Raleigh, NC, 27695-7613.
AMIC' - November 11, 1996, Page 2

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.
a Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B .0200.
ID/El Rendering at a rendering plant licensed under G.S. 106-168.7
0 Complete incineration according to 02 NCAC 52C .0102.
a A composting system approved and permitted by the NC Department of Agriculture & Con-
sumer Services Veterinary Division (attach copy of permit). If compost is distributed off -farm,
additional requirements must be met and a permit is required from NC DEQ.
a In the case of dead poultry only, placing in a disposal pit of a size and design approved by the
NC Department of Agriculture & Consumer Services (G.S. 106-549.70).
Any method which, in the professional opinion of the State Veterinarian, would make possible
the salvage of part of a dead animal's value without endangering human or animal health.
(Written approval by the State Veterinarian must be attached).
Mass Mortality Plan
Mass mortality plans are required for farms covered by an NPDES permit. These plans are
also recommended for all animal operations. This plan outlines farm -specific mortality man-
agement methods to be used for mass mortality. The NCDA&CS Veterinary Division sup-
ports a variety of emergency mortality disposal options; contact the Division for guidance.
• A catastrophic mortality disposal plan is part of the facility's CAWMP and is activated
when numbers of dead animals exceed normal mortality rates as specified by the State
Veterinarian.
• Burial must be done in accordance with NC General Statutes and NCDA&CS Veterinary
Division regulations and guidance.
• Mass burial sites are subject to additional permit conditions (refer to facility's animal
waste management system permit).
• In the event of imminent threat of a disease emergency, the State Veterinarian may enact
additional temporary procedures or measures for disposal according to G.S. 106-399.4.
Signature of Far Owner/Ma ger Date
Signature of Technical Specialist Date

a
FARM NAME:
ROBERT JACKSON FARM DATE:
0.9/09/98
# OF ANIMALS
DONE BY:
CHB
FINISHER
2448
NURSERY
0
SOWS
0
% OF
STORAGE VOL
REQUIRED
ACTUAL
REQUIRED
DEPTH
TREATMENT =
330480
330480
100.00%
6.66
STORM =
33410
33410
100.00%
0.71
TEMPORARY =
111888
1124081
100.46%
2.54
TOTAL USEABLE VOL =
475778
476298
100.11 %
9.91
DAYS OF TEMPORARY STORAGE:
DEPTH OF SLUDGE:
E
0
NOTE: THE ACTUAL VOLUMES DISPLAYED ON THIS SHEET ARE CALCULATED
USING THE AREAS OF THE CONTOURS CREATED ON ONE FOOT INTERVALS.
THE TOTAL VOLUME CALCULATED USING DCA = 476496
M00801151160

Operator:Robert Jackson County: Sampson
Date:
1/23/96
Distance to nearest residence (other than owner):
1000
feet
1_ AVERAGE LIVE WEIGHT (ALW)
0 sows (farrow to finish) x 1417
lbs. =
0
lbs
0 sows (farrow to feeder) x 522
lbs. =
0
lbs
2448 head (finishing only) x 135
lbs. =
330480
lbs
0 sows (farrow to wean) x 433
lbs. =
0
lbs
0 head (wean to feeder) x 30
lbs. =
0
lbs
Describe other
0
lbs
Total Average Live
-Weight =
330480
lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 330480 lbs. ALW x Treatment
Volume(CF)/lb.
ALW
Treatment Volume(CF)/lb. ALW =
1 CF/lb. ALW
Volume = 330480 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0 cubic feet
4. TOTAL DESIGNED VOLUME
Inside top length (feet)---------------------
201.0
Inside top width (feet)----------------------
201.0
Top of dike elevation (feet)-----------------
50.0
Bottom of lagoon elevation (feet)-------------
37.5
Freeboard (feet)-----------------------------
1.0
Side slopes (inside lagoon)-------------------
1.0 : 1
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH
WIDTH DEPTH
1.0 1.0 i.0 1.0 199.0
199.0 11.5
AREA OF TOP
LENGTH * WIDTH =
199.0 199.0
AREA OF BOTTOM
LENGTH * WIDTH =
176.0 176.0
39601 (AREA OF TOP)
30976 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
187.5 187.5 140625 (AREA OF MIDSECTION * 4)
CU. FT. = [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
39601.0 140625.0 30976.0 1.9
Total Designed Volume Available=404803.83 CU.
M00801151247

5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
201.0 201.0 40401.0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 40401.0 square feet
Design temporary storage period to be 60 days.
5A. Volume of waste produced
Feces & urine production in gal./day per 135 lb. ALW 1.37
Volume = 330480 lbs. ALW/135 lbs ALW * 1.37 gal/day 60 days
Volume = 201225.6 gals. or 26901.8 cubic feet
5B. Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system or excess water. Flush system
that recirculate the lagoon water are accounted for in 5A.
Volume = 0.0 gallons/day * 60 days storage/7.48 gallo
per C
Volume = 0.0 cubic feet
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amour
60 days excess rainfall = 7.0 inches
Volume = 7.0 inches * DA / 12 inches per foot
Volume = 23567.3 cubic feet
5D. Volume of 25 year - 24 hour storm
Volume = 7.0 inches / 12 inches per foot * DA
Volume = 23567.3 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 26902 cubic feet
5B. 0 cubic feet
5C. 23567 cubic feet
5D. 23567 cubic feet
TOTAL 74036 cubic feet
MpQ801161248

G. SUMMARY
Temporary storage period====================>
60
Rainfall in excess of evaporation==========-_>
7.0
25 year - 24 hour rainfall==================>
7.0
Freeboard===================================>
1.0
Side
1.0
Inside top
201.0
Inside top width============================>
201.0
Top of dike elevation=======================>
50.0
Bottom of lagoon elevation==================>
37.5
Total required volume=======================>
404516
Actual design volume========================>404803.83
Seasonal high watertable elevation (SHWT)===>
46.3
Stop pumping
0.0
Must be > or = to the SHWT elev.==========>
46.3
Must be > or = to min. req. treatment el.=>
43.5
Required minimum treatment volume===========>
330480
Volume at stop pumping elevation============>
-736913
Start pumping
48.3
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr - 24 hr rainfall===>
381237
Volume at start pumping elevation===========>
377278
Required volume to be pumped===============>
50469
Actual volume to be pumped==================>
1114190
Min. thickness of soil liner when required==>
1.8
7. DESIGNED BY:
DATE:
APPROVED BY:
DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:
days
inches
inches
feet
• 1
f eet
feet
feet
feet
cu. ft.
cu. ft.
f eet
feet
feet
feet
cu. ft.
cu. ft.
feet
cu. ft.
cu. ft.
cu. ft.
cu. ft.
feet
M00801151249

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

Lagoon surface ---look for:
1. undesirable vegetative growth
2. floating or lodged debris
Embankment ---look for:
1. settlement, cracking, or "jug" holes
2. side slope stability ---slumps or bulges
3. wet or damp areas on the back slope
4. erosion due to lack of vegetation or as a result of wave action
5. rodent damage
Larger lagoons may be subject to liner damage due to wave action caused by strong
winds. These waves can erode the lagoon sidewalls, thereby weakening the lagoon dam.
A good stand of vegetation will reduce the potential damage caused by wave action. If
wave action causes serious damage to a lagoon sidewall, baffles in the lagoon may be
used to reduce the wave impacts.
Any of these features could lead to erosion and weakening of the dam. If your lagoon has
any of these features, you should call an appropriate expert familiar with design and
construction of waste lagoons. You may need to provide a temporary fix if there is a threat
of a waste discharge. However, a permanent solution should be reviewed by the
technical expert. Any digging into a lagoon dam with heavy equipment is a serious
undertaking with potentially serious consequences and should not be conducted unless
recommended by an appropriate technical expert.
Transfer Pumps ---check for proper operation of:
1. recycling pumps
2. irrigation pumps
Check for leaks, loose fittings, and overall pump operation. An unusually loud or grinding
noise, or a large amount of vibration, may indicate that the pump is in need or repair or
replacement.
NOTE; Pumping systems should be inspected and operated frequently enough so that you
are not completely "surprised" by equipment failure. You should perform your pumping
system maintenance at a time when your lagoon is at its low level. This will allow some
safety time should major repairs be required. Having a nearly full lagoon is not the time
to think about switching, repairing , or borrowing pumps. Probably, if your lagoon is full,
your neighbor's lagoon is full also. You should consider maintaining an inventory of spare
parts or pumps.
Surface water diversion features are designed to carry all surface
drainage waters (such as rainfall runoff, roof drainage, gutter outlets,
and parking lot runoff) away from your lagoon and other waste
treatment or storage structures. The only water that should be
coming from your lagoon is that which comes from your flushing
(washing) system pipes and the rainfall that hits the lagoon directly.
You should inspect your diversion system for the following:
1. adequate vegetation
2. diversion capacity
3. ridge berm height

Identified problems should be corrected promptly. It is advisable to inspect your system
during or immediately following a heavy rain. If technical assistance is needed to
determine proper solutions, consult with appropriate experts.
You should record the level of the lagoon just prior to when rain is predicted, and then
record the level again 4 to 6 hours after the rain (assumes there is no pumping). This will
give you an idea of how much your lagoon level will rise with a certain rainfall amount
(you must also be recording your rainfall for this to work). Knowing this should help in
planning irrigation applications and storage. If your lagoon rises excessively, you may
have an inflow problem from a surface water diversion or there may be seepage into the
lagoon from the surrounding land.
Lagoon Operation
Startup:
1. Immediately after construction establish a complete sod cover on bare soil
surfaces to avoid erosion.
2. Fill new lagoon design treatment volume at least half full of water before
waste loading begins, taking care not to erode lining or bank slopes.
3. Drainpipes into the lagoon should have a flexible pipe extender on the
end of the pipe to discharge near the bottom of the lagoon during initial
filling or another means of slowing the incoming water to avoid erosion of
the lining.
4. When possible, begin loading new lagoons in the spring to maximize
bacterial establishment (due to warmer weather).
5. It is recommended that a new lagoon be seeded with sludge from a healthy
working swine lagoon in the amount of 0.25 percent of the full lagoon
liquid volume. This seeding should occour at least two weeks prior to the
addition of wastewater.
6. Maintain a periodic check on the lagoon liquid pH. If the pH falls below
7.0, add agricultural lime at the rate of 1 pound per 1000 cubic feet of
lagoon liquid volume until the pH rises above 7.0. Optimum lagoon liquid
pH is between 7.5 and 8.0.
7. A dark color, lack of bubbling, and excessive odor signals inadequate
biological activity. Consultation with a technical specialist is recommended
if these conditions occur for prolonged periods, especially during the warm
season.
Loading:
The more frequently and regularly that wastewater is added to a lagoon, the better the
lagoon will function. Flush systems that wash waste into the lagoon several times daily are
optimum for treatment. Pit recharge systems, in which one or more buildings are drained
and recharged each day, also work well.

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

Possible Causes of Lagoon Failure
Lagoon failures result in the unplanned discharge of wastewater from the structure. Types
of failures include leakage through the bottom or sides, overtopping, and breach of the
dam. Assuming proper design and construction, the owner has the responsibility for
ensuring structure safety. Items which may lead to lagoon failures include:
Modification of the lagoon structure ---an example is the placement of a pipe
in the dam without proper design and construction. (Consult an expert in
lagoon design before placing any pipes in dams.)
• Lagoon liquid levels ---high levels are a safety risk.
Failure to inspect and maintain the dam.
Excess surface water flowing into the lagoon.
Liner integrity ---protect from inlet pipe scouring, damage during sludge
removal, or rupture from lowering lagoon liquid level below groundwater
table.
NOTE: If lagoon water is allowed to overtop the dam, the moving water will soon cause
gullies to form in the dam. Once this damage starts, it can quickly cause a large discharge
of wastewater and possible dam failure.

Notification of Change of Ownership APR 0 4 ?019
Animal Waste Management Facility wawou
(Please type or print all information that does not require a signature) Re9mmlopffmMsewm
In accordance with the requirements of 15A NCAC 2T .1304(c) and 15A NCAC 2T .1305(d) this form is official notification
to the Division of Water Quality (DWQ) of the transfer of ownership of an Animal Waste Management Facility. This form
must be submitted to DWQ no later than 60 days following the transfer of ownership.
General Information:
Name of Farm: Robert F Jackson _Facility No: 82-297
Previous Owner(s) Name: Robert F Jackson Phone No:910-564-4612
New Owner(s) Name: Bettv Jackson _Phone No:910-564-4612
Mailing Address:_ 1494 Feed Mill Rd. Roseboro. NC 28382
Farm Location: Latitude and Longitude: 35.140152178.483355 County: Sam . son
Please attach a copy of a county road map with location identified and describe below (Be specific: road names, directions,
milepost, etc.): From Clinton take US 421 north to Feed Mill Rd. Turn left travel aoprox. 1.6 miles to farm on right.
Operation Description:
Type of Swine No. of Animals
❑ Wean to Feeder _
11❑ Feeder to Finish 2448
❑ Farrow to Wean
❑ Farrow to Feeder
❑ Farrow to Finish
❑ Gilts
❑ Boars
Type of Poultry No. of Animals Type of Cattle No. of Animals
❑ Layer ❑ Dairy _
❑ Pullets ❑ Beef
Other Type of Livestock: Number ofAnimals:
Acreage Available for Application: 34.8 Required Acreage:34.8
Number of Lagoons / Storage Ponds :1 Total Capacity: Cubic Feet (ft3)
Owner / Manager Agreement
I (we) verify that all the above information is correct and will be updated upon changing. I (we) understand the operation and
maintenance procedures established in the Certified Animal Waste Management Plan (CAWMP) for the farm named above
and will implement these procedures. I (we) know that any modification or expansion to the existing design capacity of the
waste treatment and storage system or construction of new facilities will require a permit modification before the new
animals are stocked. I (we) understand that there must be no discharge of animal waste from the storage or application
system to surface waters of the state either directly through a man-made conveyance or from a storm event less severe than
the 25-year, 24-hour storm and there must not be run-off from the application of animal waste. I (we) understand that this
facility may be covered by a State Non -Discharge Permit or a NPDES Permit and completion of this form authorizes the
Division of Water Quality to issue the required permit to the new land owner.
Name of Previous Land Owner: Robert l
Signature
Name of New Land wner: Betty Ja
Signature:
Name of Manager(if fferent fr owner):
Signature:
Please sign and return this form to:
N. C. Division of Water Quality
Aquifer Protection Section
Animal Feeding Operations Unit
1636 Mail Service Center
Raleigh, NC 27699-1636
May 2, 2007
Date:3/30/2019
Date: