310776_Permit Renewal Application 2019_20190410

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Animal Waste Management Systems
Request for Certification of Coverage
Facility Currently covered by an Expiring Sate Non-Discharge General Permit
On September 30, 2019, the North Carolina State Non-Discharge General Permits for Animal Waste Management Systems will
expire. As required by these permits, facilities that have been issued Certificates of Coverage to operate under these State
Non-Discharge General Permits must apply for renewal at least 180 days prior to their expiration date. Therefore, all applications
must be received by the Division of Water Resources by no later than April 3,2019.
Please do not leave any question unanswered. Please verify all information and make any necessary corrections below.
Application must be signed and dated by the Permittee.
1. Farm Number: 31-0776 Certificate Of Coverage Number: AWS310776
2. Facility Name: Halls Marsh Farm
3. Landowner's Name(same as on the Waste Management Plan): Leslie R Whitted
4. Landowner's Mailing Address: 2147 NC 55 E
City: Mount Olive State: NC Zip: 28365
Telephone Number: 919-658-4656 Ext. E-mail:
5. Facility's Physical Address: 160 Pettifoot Rd
City: Mount Olive State: NC Zip: 28365
6. County where Facility is located: Dunlin
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"): Murphy-Brown LLC
10. Operator Name(OIC): Leslie R.Whitted Phone No.: 919-344-2449 OIC#: 16602
11. Lessee's Name(if there is not a Lessee,write"None"):
12. Indicate animal operation type and number:
Current Permit: Operations Type Allowable Count
Swine-Feeder to Finish 3,672
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 Pouttn
Gilts Other Non Laying Pullet
Other Layers

13. Waste Treatment and Storage Lagoons (Verify the following information is accurate and complete. Make all necessary
corrections and provide missing data.)
Estimated Liner Type Estimated Design Freeboard
Structure Date (Clay,Synthetic, Capacity Surface Area "Redline"
Name Built Unknown) (Cubic Feet) (Square Feet) (Inches)
1 89,298.00 19.50
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:
1. The most recent Waste Utilization Plan(WUP),signed by the owner and a certified technical specialist containing:
a. The method by which waste is applied to the disposal fields(e.g.irrigation,injection,etc.)
b. A map of every field used for land application(for example:irrigation map)
c. The soil series present on every land application field
d. The crops grown on every land application field
e. The Realistic Yield Expectation(RYE)for every crop shown in the WUP
f. The maximum PAN to be applied to every land application field
g. The waste application windows for every crop utilized in the WUP
h. The required NRCS Standard specifications
2. A site map/schematic
3. Emergency Action Plan
4. Insect Control Checklist with chosen best management practices noted
5. Odor Control Checklist with chosen best management practices noted
6. Mortality Control Checklist with selected method noted-Use the enclosed updated Mortality Control Checklist
7. Lagoon/storage pond capacity documentation (design, calculations, etc.) Please be sure the above table is accurate and
complete. Also provide any site evaluations, wetland determinations, or hazard classifications that may be applicable to
your facility.
8. Operation and Maintenance Plan
If your CAWMP includes any components not shown on this list, please include the additional components with your submittal.
(e.g.composting,digesters,waste transfers,etc.)
As a second option to mailing paper copies of the application package, you can scan and email one signed copy of the
application and all the CAWMP items above to: [e-mail]

I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that,
if all required parts of this application are not completed and that if all required supporting information and attachments are not
included,this application package will be returned to me as incomplete.
Note: In accordance with NC General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false statement,
representation, or certification in any application may be subject to civil penalties up to $25,000 per violation. (18 U.S.C.
Section 1001 provides a punishment by a fine of not more than $10,000 or imprisonment of not more than 5 years, or both for
a similar offense.)
Printed Name of Signing Official (Landowner, or if multiple Landowners all landowners should sign. If Landowner is a
corporation,signature should be by a principal executive officer of the corporation):
Name: L„e Y��� R.' ' 0 n' _" � Title: V 1-CJ}�-i t—
Signature: Date:
Name: Title:
Signature: Date:
Name: Title:
Signature: _ _ _ Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh,North Carolina 27699-1636
Telephone number:[phone]
E-mail:[e-mail]
FORM: RENEWAL-STATE GENERAL 02/2019

ROY COOPER �.�
Governor G APR 0 4 2019
MICHAEL S.REGAN �
serrerary �'rswwrfiBE
LINDA CULPEPPER NORTH CAROLINA 'e�i8(i8I
Director fnWronmental Quality
February 27,2019
Leslie R Whitted
Halls Marsh Farm
2147 NC 55 E
Mount Olive,NC 28365
Subject: Application for Renewal of Coverage for Expiring State General Permit
Dear Permittee:
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://deg,nc.gov/about/divisions/water-resources/water-,q-ualit4v-regional-o}ierations/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 your continued coverage under the State Non-Discharge General Permits_ ,ou must submit an application for
Permit coverage to the Division. Enclosed you will find a "Reuuest for Certificate of Coverage Facililv Currentiv Covered by an
Exoirine State Non-Discharge General fermi,' The application form must be completed signed and returned by April 1 2019.
Please note that you must include one (11 com of the Certified Animal Waste Management Plan (CAWMPI with the
completed and siened 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 NCGS 143-215.1 and could
result in assessments of civil penalties of up to$25,000 per day.
If you have any questions about the State Non-Discharge General Permits, the enclosed application, or any related matter please feel
free to contact the Animal Feeding Operations Branch staff at 919-707-9100.
Sincerely,
�J _r
Jon Risgaard,Section Chief
Animal Feeding Operations and Groundwater Section
Enclosures
cc(w/o enclosures): Wilmin zon Regional Office,Water Quality Regional Operations Section
Duplin County Soil and Water Conservation District
AFOG Section Central Files-AWS310776
Murphy-Brown LLC
��- � North Carolina Department aF Environmental Quality I Di,ision of Water Resources
' -SUM :?gksbvr�ae 1 1636 Mail Service Center I Ralsio,North Carolina 27699-163£

NUTRIENT UTILIZATION PLAN AMENDMENT
Grower(s): Leslie Whitted
Farm Name: Leslie Whitted 1 Farm -31-776
County: Duplin
Farm Capacity:
Farrow to Wean
Farrow to Feeder
Farrow to Finish
Wean to Feeder
Feeder to Finish 3,672
Storage Structure: Anaerobic Lagoon
Storage Period: >180 days
Application Method: Irrigation
This is a temporary amendment for the Winter of 2018/2019 only.
Owner/Manager 9� Date
Technical Specialist Date

Reception Area Specifications
Tract Field Irrigated Soil 1st Crop Time to 1st Crop 1st Crop Lbs NIAc Lbs N Total Ibs N 2nd Crop Time to 2nd Crop 2nd Crop Lbs N/Ac Lbs N Total Ibs N I Total I Total Ibs N
Acreage T e Code Apply Yield Ibs N/Unit Residual lAc Utilized Code Apply Yield Ibs N/Unit Residual /Ac Utilized I Lbs N/Ac L Utilized
new 12 1.13 Wo N Sept-April 50.0 1.93 96.5 109.045 0 0 96.5 109.045
new 13 2.16 NoA N Sept-April 60.0 2.09 125.4 270.864 0 0 125.4 270.864
new 14 3 NoA N Se t-A ril 60.0 2.09 125.4 376.2 0 0 125.4 376.2
new 15 2.66 NoA N Sept-April 60.0 2.09 125.4 333.564 0 0 125.4 333.564
0 0
' 0 0
0 0
0 0
0 0
' 0 0
0 0
0 0
0 0
` 0 0
0 0
0 0
0 0
0 0
` 0 0
_ 0 0
0 0
0 0
I 0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
i 0 0
Totals: 8.95 1089.673 0 1089.673

Sheetl
IRRIGATION SYSTEM DESIGN PARAMETERS
Landowner/Operator Name: Leslie Whiffed-Whitted-King 1 Farm (old Halls Marsh) County: Duplin
Address: 2147 NC 55 East AWS310776
Mt. Olive, NC 28365 Pull Add't.#2 Date: 11/20/2018
Telephone: [phone] (via aluminum pipe)
Table 1 -Field Specifications
Approximate Maximum
Maximum Maximum Application
Useable Size Application per Irrigation
Field of Field Rate Cycle
Number acres: Soil Type Slope% Croois (In/hr) (inches) Comments
3 9.66 Norfolk 0-3 Row Crops 0.5 1 Pulls 9-11
3 8.95 Norfolk 0-3 Row Crops 0.5 1 Pulls 12-15
18.61
Note: Pulls 12-15 added 11/20/2018

Sheet2
TABLE 2-Travelling Irrigation Gun Settings
Make, Model and Type of Equipment: Cadman 3000 Traveler w/Nelson 150 Big Gun
Field No. Travel Application TRAVEL LANE Wetted Nozzle Operating Operating
and Speed Rate Effective Effective Diameter Diameter Pressure Pressure Arc
Nvdrant No. fUrnin) ;in/hr.) Widthift.] Len th ft} feet Inches) at Gun�psi) at reef si} Pattern Comments-Acres per pull
9 3.11 0.34 199.2 329 280 1.08 50 80 330 2,25
10 3.11 0.34 180 532 28D 1.08 50 80 330 2.91
11 3.11 0.34 199.2 820 280 1.08 50 80 330 4.50
12 3.11 0.34 199.2 84 280 1.08 50 80 330 1.13
13 3.11 0.34 180 352 280 1.08 50 80 330 2.16
14 5,71/3.11 0.62/0.34 1321160 230/385 280 1.08 50 80 1801330 3.00
15 3.11 0.34 199.2 419 280 1.08 50 80 330 2.66
I
TOTAL 18.61

Sheet3
TABLE 3-Solid Set Irrigation Gun Settings
Make, Model and Type of Equipment NIA
Operating Parameters
Field No Wetted Hydrant Spacing(ft) Application Nozzle Operating Operating
and Number of Diameter Along Between Rate Diameter Pressure Time
Line No. Hydrants (feet) Pi elines PiUelines in/hr (inches) at Gun(psi) at H drant(hr.) Comments-Acres er zone
0
i
I
TOTAL 0.00

Sheet4
TABLE 4- Irrigation System Specifications
Traveling Solid Set
Irri ation Gun Irrigation
Flow Rate of Sprinkler m) 160 0
Operating Pressure at Pump(psi) #DIV/01 #DIV/O!
Design Precipitation Rate(in/hr 0.31 0.00
Hose Length feet 960 XXXXXXXX
Type of Speed Compensation Mechanical XXXXXXXX
Pump Type (PTO, Engine, Electric) Engine Engine
Pump Power Requirement h ) #DIV/0! #DIV/01
TABLE 5 -Thrust Block Specifications
6" 4" 2"
THRUST BLOCK THRUST BLOCK THRUST BLOCK
LOCATION AREA (sq. ft. AREA (sq. ft. AREA (sq. ft.)
90 degree bend 8.8 4.3 1.1
Dead End _ 6.2 3.0 0.8
Tee 4.4 2.1 0.5
Gate Valve 6.2 3.0 0.8
45 de ree bend 4.7 2.3 0.6
Pagel

Sheets
IRRIGATION SYSTEM DESIGNERS
R `4V n �t�ssbv�.
Name: Micah Kevin Weston, CID
Company: Murphy-Brown, LLC dba Smithfield Hog Production La
Address: 2822 Hwy 24 West, P.O. Box 856 Warsaw, NC 28398
Phone: [phone] 002919
SIGN
Aft.
Required Documentation
The following details of design and materials must accompany all irrigation designs:
1. A scale drawing of the proposed irrigation system which includes hydrant locations,pipelines,thrust block locations and buffer areas where applicable.
2. Assumptions and computations for determining total dynamic head and horsepower requirements.
3. Computations used to determine all mainline and lateral pipe sizes.
4. Sources and/or calculations used for determining application rates.
5_ Computations used to determine the size of thrust blocks and illustrations of all thrust block configurations required in the system
6. Manufacturer's specifications for the irrigation pump,traveler and sprinkler(s).
7. Manufacturer's specifications for the irrigation pipe and/or USDA-NRCS standard for IRRIGATION WATER CONVEYANCE.
8. The information required by this form are the minimum requirements. It is the responsibility of the designer to consider all relevant factors at a particular site and
address them as appropriate,
9. Irrigation pipes should not be installed in lagoon or storage pond embankments without the approval of the designer.
NOTE: A buffer strip of 25'or wider must be maintained between the limits of the irrigation system and all
perennial streams and surface waters per NC Statutes.

Sheet6
Narrative of Irrigation System Operation
'This design is for an addition of pulls to an existing facility. The acres were calculated based on the equipment
specified, field calibrations and the charts created by NCSU for calculating Area Allowances for Hard Hose
Traveler Systems.
This irrigation system is designed to use above-ground aluminum pipe. The system is designed to
accommodate the flow velocities, flow rates and pressure requirements associated with a Cadman 3000
traveler with a Nelson Big Gun sprinkler. The design of the traveler system requires the use of a 1.08" ring
nozzle in the gun. Each pull has a specific arc setting and travel speed which must be used to achieve the
desired application. This information is given in Table 2 of this design, A detail of the traveler setup points and
pull layout is also included. The suction assembly for the pump to be used should be a minimum of 6" I`
aluminum.A pressure gauge should be installed on the discharge side of the pump where it can be seen
during start up of the system.
Refer to owner's manual and irrigation dealer for information on maintenance, winterization, and operation of
system.
I

Sheet7
CALCULATIONS
Sprinkler Specifications
Sprinkler Type: Nelson 150
Nozzle Size: 1.08 inches
Sprinkler Pressure: 50 psi
Flowrate(GPM): 160 gpm
Wetted Diameter: 280 feet * Reflects field measurement
Lane Spacings
Desired Spacing (%): 70 %
Design Spacing(feet): 196 *PVC irrigation pipe normally comes in 20' pieces,
so round to the nearest multiple of 20_
Actual Spacing (feet): 180 feet
Actual Spacing (%): 64 %
Application Rate
Application Rate=(96.3xFlowrate)/(3.1415x(_9xradius)squared)
Design App. Rate= 0.31 in/hr
300 degree arc= 0.37 in/hr 330 degree arc= 0.34 in/hr
220 degree arc= 0.51 in/hr
180 degree arc= 0.62 in/hr
Traveller Sneed
Travel speed = 1.605 x Flowrate/Desired application amount x Lane Spacing
Desired app. (in.)= 0.5 inches 360 degree arc= 2.85 ft/min
300 degree arc= 3.42 ft/min 330 degree arc= 3.11 ft/min
220 degree arc= 4.57 ft/min
180 degree arc= 5.71 ft/min
Mainline Velocity
Velocity= .408 x Flowrate/pipe diameter squared feet/sec.**
**For buried pipelines, velocity should be below 5 feet per second
Pipe size: inches
Velocity-- #DIV/0! ft/sec.
-
APR 0 4 Z019
wetwoueft
A@gj0r4l,persdonsS
Page 1

Sheet8 (2)
AVVS310776
Whitted Farm,
CalculationsAcreage -.L.
4/ /2018
.Pulls 12-15 11/20/2018
WIU LI I Len-qth Acres Total Acres Start End Stop End Total
Pull# (ft.) bmidsection) [midsection-] -P7U-jf��res
-§ 196.2 329 1,505 1.505-- ------6.4-,0-,8- 0.338 2.25
10 180 532 2.198 2.198 0-394 0.316
2.91
11 199.2 820.-.-----3.750 3.750 0.408 0,338- -4.50
.12 1.9.9.2. -- .8.4... 0.3.8.4- 0,384 0.408 0.338 1.13
13 180 352 1.455 1,455 0.394 0.316 2.16
14 132 230 0.697 2.288 0.39-4--- 0,316
3-00
180 385 1.591 0.000 0.000 0.000 0.bb'
15 199.2 --419-1 1.916 1.916 04a 0.338 2.66
0 0 0.000 0.000 0.000 0.000 0.00
0 0
0.0.0.0 0.000 0.000
0 0.000 0.000 0-000 o-oob 0.-00
0 0 0.000 0.060 6'66b- --b'.'60-d- 0.00
0 0 0.000 i 0,000 o.000 0.000 0.00
0 0 0.000 0.000 0.666---
---- --- 0.00
0 i --b-.-O-0-0--0000-
0 0.000 0.000
0.00
0 0 0.000 0.000 0.000 i
0--------- 0 0.060 0.000 0.000 0.000 0.00
0 0.000 ---'0--.0-00 0.000 0.000 0.00
....... ................
0 0,000 0,000 j 00 0.000 0.00
0 0 0.000 adbo ubo '[ o.000 ' 0.00
0 . 0- 0.000 0.000 0,000 C).000:L:7-
0.00
Total Acres 18.61
Page 1

Whitted— King 1 Farm
(Old Halls Larsh Farm)
AWS310776 �
Irrigation Add't. °
Specifications: Pulls
Cadman 3000 Traveler
(r
Nelson 150 Big Gun y�J
w/1.08" Nozzle @ 50 PSI
160 GPM; 280' WD Existing Pulls
180' Lane Spacing (TYP) (1-6)
(Via above—ground pipe) Q- N
h
a
12 1.13 Ac.
13
2.16 Ac.
14
3.Op Ac.
Existing Pulls
15 (7-8)
2.66 Ac.
SoMmaki
7W From Pmputy Lies
2W From Rwaidwm"
%j
_�y±��.,
r c Cr
f GRAPHIC SCALE
o 0 2919 300 0 150 300 600
dS!GNP S'
,u, ( IN FEET )
11 /20/2018 — Added pulls 12-15 1 inch = 300 ft.

BARWICK AG SERVICES, LLC
Clinton, NC 28328
910-386-1000
Irrigation Equipment Field Calibration Form
Location: �''s"7' 16, �i,, {f;l
Date of Field Calibration:
Flow Meter Serial Number: rj dG (JmmZG /d d
Equipment Number:
Measured ring size: - __ '� inches
Is ring size vyithin 0.01"of original manufactured size?
Yes or No- If not replace ring.
Pressure Gauge Readings At Pump:
psi
At Traveler: _ _ _ _psi (if applicable)
At Sprinkler/Gun: -��r psi
Expected Flow Rate(from manufacturers chart): GPM
Measure Flow Rate (from flow meter): r%% GPM
Flow rate variance greater than 10%
Yes No
Expected Wetted Diameter(from the wettable acres determination)
Measured Wetted Diameter:
Wetted diameter variance greater than 15% &/or.measured flow variance greater than
10%: Yes__ No V" If Yes, then contact a technical specialist or irrigation
dealer for assistance, enter work order number:
And/or explain findings:____-- — -- -
Calibrator: ,
(Signature) - - —
hrigatiou Equ4pmeni Field Calibration Form 4-1-03.doc Retention Period: 3 year Original VIM

Murphy-Brown, LLC 4/10/2018 2822 Hwy 24 West
P.O. Box 856
Warsaw, NC 28398
r
NUTRIENT UTILIZATION PLAN
Grower(s): Leslie Whitted (Whiffed - King 1)
Farm Name: Halls Marsh Farm Facility 31-776
County: Duplin
Permit Capacity: i
Farrow to Wean
Farrow to Feeder
Farrow to Finish
Wean to Feeder
Wean to Finish
Feeder to Finish 3672
Gilts
Boars
Storage Structure: Anaerobic Lagoon
Storage Period: >180 days
Application Method: Irrigation
The waste from your animal facility must be land applied at a specified rate to prevent pollution
of surface water and/or groundwater. The plant nutrients in the animal waste should be used
to reduce the amount of commercial fertilizer required for the crops in 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. Annual soil tests are strongly encouraged so that all plant
nutrients can be balanced for realistic yields of the crop to be grown.
Several factors are important in implementing your 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
1. Always apply waste based on the needs of the crop to be grown and the nutrient
content of the waste. Do not apply more nitrogen than the crop can utilize.
2. Soil types are important as they have different infiltration rates, leaching potentials,
cation exchange capacities, and available water holding capacities.
3. Normally waste shall be applied to land eroding at less than 5 tons per acre per
year. Waste may be applied to land eroding at 5 or more tons per acre annually, but
less than 10 tons per acre per year providing that adequate filter strips are established.
4. Do not apply waste on saturated soils, when it is raining, or when the surface is frozen.
Either of these conditions may result in runoff to surface waters which is not allowed
under DWR regulations.
5. Wind conditions should also be considered to avoid drift and downwind odor
problems.
6. To maximize the value of the nutrients for crop production and to reduce the potential
for pollution, the waste should be applied to a growing crop or applied not more than
30 days prior to planting a crop or forages breaking dormancy. Injecting the waste or
disking will conserve nutrients and reduce odor problems.
1 of 11

This plan is based on the waste application method shown above. If you choose to change
methods in the future,you need to revise this plan. Nutrient levels for different application
methods are not the same.
The estimated acres needed to apply the animal waste is based on typical nutrient content
for this type of facility. In some cases you may want to have plant analysis made,which could
allow additional waste to be applied. Provisions shall be made for the area receiving waste to
be flexible so as to accommodate changing waste analysis content and crop type. Lime must
be applied to maintain pH in the optimum range for specific crop production.
This waste utilization plan, if carried out,meets the requirements for compliance with 15A NCAC
21-1.0217 adopted by the Environmental Management Commission.
AMOUNT OF WASTE PRODUCED PER YEAR (gallons,ft3,tons,etc.):
Capacity Type Waste Produced per Animal Total
Farrow to Wean 3203 gallyr gal/yr
Farrow to Feeder 3861 gal/yr gal/yr
Farrow to Finish 10478 gal/yr gallyr
Wean to Feeder 191 gallyr gal/yr
Wean to Finish 776 gal/yr gallyr
3672 Feeder to Finish 927 gallyr 3,403,944 gallyr
Gilts 1015 gallyr gallyr
Boars 2959 gal/yr gal/yr
Total 3,403,944 gal/yr
AMOUNT OF PLANT AVAILABLE NITROGEN PRODUCED PER YEAR (Ibs):
Capacity Type Nitrogen Produced per Animal Total
Farrow to Wean 3.84 Ibs/yr Ibs/yr
Farrow to Feeder 6.95 Ibs/yr Ibs/yr
Farrow to Finish 18.86 Ibslyr Ibs/yr
Wean to Feeder 0.34 Ibs/yr Ibs/yr
Wean to Finish 1.4 Ibs/yr Ibs/yr
3672 Feeder to Finish 1.67 Ibs/yr 6,132 Ibslyr
Gilts 1.83 Ibslyr Ibs/yr
Boars 5.33 Ibs/yr Ibs/yr
Total 6,132 Ibs/yr
Applying the above amount of waste is a big job. You should plan time and have appropriate
equipment to apply the waste in a timely manner.
LAND UTILIZATION SUMMARY
The following table describes the nutrient balance and land utilization rate for this facility
Note that the Nitrogen Balance for Crops indicates the ratio of the amount of nitrogen produced
on this facility to the amount of nitrogen that the crops under irrigation may uptake and utilize
in the normal growing season.
Total Irrigated Acreage: 38.32
Total N Required 1st Year: 9232.91
Total N Required 2nd Year: 5226.50
Average Annual Nitrogen Requirement of Crops: 7,229.70
Total Nitrogen Produced by Farm: 6,132.24
Nitrogen Balance for Crops: (1,097.46)
The following table describes the specifications of the hydrants and fields that contain the crops
designated for utilization of the nitrogen produced on this facility. This chart describes the size,
soil characteristics,and uptake rate for each crop in the specified crop rotation schedule for this
facility
2of11

Reception Area Specifications
Tract Field Irrigated Soil 1st Crop Time to 1st Crop 1st Crop Lbs N/Ac Lbs N Total Ibs N 2nd Crop Time to 2nd Crop 2nd Crop Lbs N/Ac Lbs N Total Ibs N Total Total Ibs N
Acreage Type Code Apply Yield Ibs N/Unit Residual IAc Utilized Code Apply Yield Ibs N/Unit Residual IAc Utilized Lbs N/Ac Utilized
T2404 P1 5.22 NoA D Febl5-June 138.0 0.95 15 116.1 606.042 N Se,A-A ril 60 2.09 125.4 654.588 241.5 1260.63
T2404 P2 4.73 NoA D Feb15-June 13&0 0.95 15 116.1 492.264 N Sept-April 60 2.09 125.4 531.696 241.5 1023.96
T2404 P3 2.73 NoA D Feb15-June 138.0 0.95 15 116.1 316.953 N Sept-April 60 2.09 125.4 342.342 241.5 659.295
T2404 P4 265 NoA D Feb15-June 138.0 0.95 15 116.1 307.665 N Se t-A ril 60 2.09 125.4 332.31 241.5 639.975
T2404 P5 2% NoA D Febl5-June 138.0 0.95 15 116.1 282.123 N Sept-April 60 2.09 125.4 304.722 1 241.5 586.845
T2404 P6 2.29 NoA D Febl5-June 138.0 0.95 15 116.1 265.869 "-A
-A ril 60 2.09 125.4 287.166 241.5 553.035
T2404 P7 4.05 NoA D Febl5-June 138.0 0.95 15 116.1 470.2D5 ril 60 2.09 125.4 507.87 241.5 978.075
T2404 P8 5.05 NoA D Feb15-June 138.0 0.95 15 116.1 586.305 -Al ril 60 2.09 125.4 633.27 241.5 1219.575
new9 2.25 NoA D Febl5-June 138.0 0.95 15 116A 261.225 -April 60 2.09 125.4 282.15 241.5 543.375
new 10 2.91 NoA D Febl5-June 138.0 0.95 15 116.1 337.851 -A ril 60 2.09 125.4364.914 241.5 702.765
new 11 4.5 FoA D Febl5-June 144.0 0.95 15 121.8 548.1 -A ril 55 2.09 114.951517.275 236.75 1065.375
GA
1� ,Je
Totals: 38.32 4474.802 4758.303 9232.905
3(a)of 11

Reception Area Specifications
Tract Field Irrigated Soil 1st Crop Time to 1st Crop 1st Crop Lbs N/Ac Lbs N Total lbs N 2nd Crop Time to 2nd Crop 2nd Crop Lbs N1Ac Lbs N Total Ibs N Total Total Ibs N
Acreage Type Code Apply Yield Ibs N/Unit Residual /Ac Utilized Code Apply Yield Ibs N/Unit Residual /Ac Utilized Lbs NIAc Utilized
T2404 P1 5.22 NoH O April Se t15 35.0 3.91 136.85 714.357 0 0 136.85 714.357
T2404 P2 4.24 NoA O Aril-Se t15 35.0 3.91 136.85 580.244 0 0 136.85 580.244
T2404 P3 2.73 NoA O Aril-Se tl5 35.0 3.91 136.85 373.6005 0 0 136.85 580.2 4
T2404 P4 2.65 NoA O Aril-Se t15 35.0 3.91 136.85 362.6525 * 0 0 136.85 373.6005
T2404 PS 2.43 NoA O April-Se t15 35.0 3.91 136.85 332.5455 0 0 136.85 332.5455
T2404 P6 2.29 NoA O Aril-Se t15 35.0 3.91 136.85 313.3865 0 0 136.85 313.3865
T2404 P7 4.05 NoA O Aril-Se t15 35.0 3.91 136.85 554.2425 0 0 136.85 554.2425
T2404M02
05 NoA O April-Se tl5 35.0 3.91 136.85 691.0925 0 0 136.85 691.0925
new25 NoA O April-Se t15 35.0 3.91 136.85 307.9125 0 0 136.85 307.9125
new91 NoA O Aril-Septl5 35.0 3.91 136.85 398.2335 0 0 136.85 398.2335
new .5 FoA O Aril-Se tl5 34.0 3.91 132.94 598.23 * 0 0 132.94 598.23
u �0- 5
Totals: 38.32 5226.497 0 5228.497
3(b)of 11

This plan does not include commercial fertilizer. The farm should produce adequate plant
available nitrogen to satisfy the requirements of the crops listed above.
The applicator is cautioned that P and K may be over applied while meeting the N requirements.
In the future, regulations may require farmers in some parts of North Carolina to have a nutrient
management plan that addresses all nutrients. This plan only addresses nitrogen.
In interplanted fields(i.e. small grain, etc, interseeded in bermuda), forage must be removed
through grazing, hay, and/or silage. Where grazing, plants should be grazed when they
reach a height of six to nine inches. Cattle should be removed when plants are grazed to a
height of four inches. In fields where small grain, etc, is to be removed for hay or silage, care
should be exercised not to let small grain reach maturity, especially late in the season (i.e.
April or May). Shading may result if small grain gets too high and this will definitely interfere
with stand of bermudagrass. This loss of stand will result in reduced yields and less nitrogen
being utilized. Rather than cutting small grain for hay or silage just before heading as is
the normal situation, you are encouraged to cut the small grain earlier. You may want to
consider harvesting hay or silage two to three times during the season, depending on the
time small grain is planted in the fall.
The ideal time to interplant small grain, etc, is late September or early October. Drilling is
recommended over broadcasting. Bermudagrass should be grazed or cut to a height of
about two inches before drilling for best results.
CROP CODE LEGEND
Crop Code Crop Description-Harvested As
A Barley Grain Crop
B Grazed Hybrid Bermudagrass Pasture/Grazed
C Hybrid Bermudagrass Hay Hay
B/C Comb. Hybrid Bermudagrass Graze/Hay Combination
D Corn-Grain Grain Crop
E Corn-Silage Silage
F Cotton Cotton Lint
G Grazed Fescue Pasture/Grazed
H Fescue Hay Hay
I Oats Grain Crop
J Rye Grain Crop
K Grazed Overseed Pasture/Grazed (Seeded in Bermudagrass)
L Overseed Hay Hay.(Seeded in Bermudagrass)
M Grain Sorghum Grain Crop
N Wheat Grain Crop
O Soybean Grain Crop
P Pine Trees Pine Trees
S Small Grain Grain Crop/Hay(After Grain Crop)
CC Cover Crop Not Harvested; Burned/Disked In
SWG Swithgrass Biomass Crop
Acres shown in the preceding table are considered to be the usable acres excluding
required buffers,filter strips along ditches, odd areas unable to be irrigated, and perimeter areas
not receiving full application rates due to equipment limitations. Actual total acres in the fields
listed may, and most likely will be, more than the acres shown in the tables.
See attached map showing the fields to be used for the utilization of animal waste. s`CEPrHC0M8R
APR 0 4 2010
Water0ift
4 of 11 Regb Ml opemdon5 Sectbn

SLUDGE APPLICATION:
The following table describes the annual nitrogen accumulation rate per animal
in the lagoon sludge
Farm Specifications PAN/yr/animal Farm Total/yr
Farrow to Wean 0.8
Farrow to Feeder 0.96
Farrow to Finish 3.9
Wean to Feeder 0.07
Wean to Finish 0.27
3672 Feeder to Finish 0.34 1248.48
Gilts 0.39
Boars 0.55
The waste utilization plan must contain provisions for periodic land application of sludge at
agronomic rates. The sludge will be nutrient rich and will require precautionary measures to
prevent over application of nutrients or other elements. Your production facility will produce
approximately 1248.48 pounds of plant available nitrogen per year and will accumulate in the lagoon
sludge based on the rates of accumulation listed above.
If you remove the sludge every 5 years,you will have approximately 6242.4 pounds of plant
available nitrogen to utilize. Assuming you apply this PAN to hybrid bermuda grass hayland at the
rate of 300 pounds of nitrogen per acre, you will need 20 acreas of land. If you apply the sludge
to corn at a rate of 125 pounds per acre,you will need 49.9392 acres of land. Please note that these
are only estimates of the PAN produced and the land required to utilize that PAN. Actual values
may only be determined by sampling the sludge for plant available nitrogen content prior to application
Actual utilization rates will vary with soil type, crop, and realistic yield expectations for the specific
application fields designated for sludge application at time of removal.
APPLICATION OF WASTE BY IRRIGATION:
The irrigation application rate should not exceed the intake rate of the soil at the time of irrigation
such that runoff or ponding occurs. This rate is limited by initial soil moisture content, soil
structure, soil texture,water droplet size, and organic solids. The application amount should not
exceed the available water holding capacity of the soil at the time of irrigation nor should the
plant available nitrogen applied exceed the nitrogen needs of the crop.
If surface irrigation is the method of land application for this plan, it is the responsibility of the
producer and irrigation designer to ensure that an irrigation system is installed to properly
irrigate the acres shown in the preceding table. Failure to apply the recommended rates and
amounts of nitrogen shown in the tables may make this plan invalid.
'This is the maximum application amount allowed for the soil assuming the amount
of nitrogen allowed for the crop is not over applied. In many situations,the application
amount shown cannot be applied because of the nitrogen limitation. The maximum
application amount shown can be applied under optimum soil conditions.
Your facility is designed for>180 days of temporary storage and the temporary storage must
be removed on the average of once every 6 months. In no instance should the volume of the
waste stored in your structure be within the 25 year 24 hour storm storage or one foot of
freeboard except in the event of the 25 year 24 hour storm.
It is the responsibility of the producer and waste applicator to ensure that the spreader equipment
is operated properly to apply the correct rates to the acres shown in the tables. Failure to apply
the recommended rates and amounts of nitrogen shown in the tables may make this plan invalid.
Call your technical specialist after you receive the waste analysis report for assistance in
determining the amount of waste per acre and the proper application prior to applying the waste.
5of11

Application Rate Guide
The following is provided as a guide for establishing application rates and amounts.
Soil Application Rate Application Amount
Tract Hydrant Type Crop inlhr * inches
T2404 P1 NoA D 0.5 1
T2404 P2 NoA D 0.5 1
T2404 P3 NoA D 0.5 1
T2404 P4 NoA D 0.5 1
T2404 P5 NoA D 0.5 1
T2404 P6 NoA D 0.5 1
T2404 P7 NoA D 0.5 1
T2404 P8 NoA D 0.5 1
new 9 NoA D 0.5 1
new 10 NoA D 0.5 1
new 11 FoA D 0.5 1
6of11

Additional Comments:
4-10-2018-This NUP has been revised to include new pulls 9,10 & 11 as
shown in irrii_aation design by Kevin Weston. The NUP includes Chan Jes
crops from grass to a corn/wheat/sovbean rotation.
7of11

NUTRIENT UTILIZATION PLAN CERTIFICATION
Name of Farm: Halls Marsh Farm Facility 31-776
Owner: Leslie Whitted
Manager:
Owner/Manager Agreement:
I/we understand and will follow and implement the specifications and the operation and
maintenance procedures established in the approved animal waste nutrient management
plan for the farm named above. I/we know that any expansion to the existing design capacity
of the waste treatment and/or storage system, or construction of new facilities, will require a
new nutrient management plan and a new certification to be submitted to DWR before the new
animals are stocked.
I/we understand that I must own or have access to equipment, primarily irrigation equipment,
to land apply the animal waste described in this nutrient management plan. This equipment
must be available at the appropriate pumping time such that no discharge occurs from the lagoon
in the event of a 25 year 24 hour storm. I also certify that the waste will be applied on the land
according to this plan at the appropriate times and at rates which produce no runoff.
This plan will be filed on site at the farm office and at the office of the local Soil and Water
Conservation District and will be available for review by NCDWR upon request.
Name of Facility Owner: Leslie Whitted
Signature: it
lc%ti�`� 1 �
Date
Name of Manager(if different from owner):
Signature:
Date
Name of Technical Specialist: Toni W. Kin
Affiliation: Murphy-Brown, LLC.
Address: 2822 Hwy 24 West, PO Drawer 856
Warsaw, NC 28398
Telephone: [phone]
Signature:
Date
8of11

NUTRIENT UTILIZATION PLAN
REQUIRED SPECIFICATIONS
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 which 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 Utilization Plan
when there is a change in the operation, increase in the number of animals, method of
application, recieving 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 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.
8 Animal waste shall not be applied to saturated soils, during rainfall events, or when the
surface is frozen.
9of11

NUTRIENT UTILIZATION PLAN
REQUIRED SPECIFICATIONS
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 than 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 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.
10of11

NUTRIENT UTILIZATION PLAN
REQUIRED SPECIFICATIONS
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 soil 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 a
minimum of five years.
23 Dead animals will be disposed of in a manner that meets North Carolina regulations.
11 of 11

NUTRIENT UTILIZATION PLAN AMENDMENT
Grower(s): Leslie Whitted
Farm Name: Leslie Whiffed 1 Farm - 31-776
County: _
Farm Ca acit Du lin
Farrow to Wean
Farrow to Feeder
Farrow to Finish
Wean to Feeder
Feeder to Finish 3,672
Storage Structure: Anaerobic Lagoon
Storage Period: >180 days
Application Method:
Irrigation
This is a temporary amendment for the Winter of 2018/2019 only
Owner/Manager Date
Technical Specialist Date

Reception Area Specifications
Tract Field Irrigated Soil 1st Crop
Acrea e T e Time to 1st Crop 1st Crop LbsFMIAC dual Lbs N Total Ibs N 2nd Crop Time to 2nd Crop 2nd Crop Lbs N/Ac Lbs N Total Ibs N Total Total Ibs N
Code A I Yield Ibs NlUnit Residual /Ac Utilized Code q l
12 Yield Ibs N/Unit Residual /Ac Utilized Lbs N/Ac Utilized
new 1.13 WO
new N Sept-April 50.0 1.93 13 2.16 NoA N Sept-A ril 60.0 96.5 109.045
new 14 3 NoA 2.09 125A 270.-- 0 0 96.5 1D9.045
new N Sept-A ril 60.0 2,09
15 2.66 NoA N Sept-April 60.0 2 D� 125.4 376.2 0 0 125.4 270.864
125.4 333.564 * 0 D 125.4 376.2
* 0 0 125.4 333.564
* 0 D
* 0 D
' 0 0
* 0 0
* 0 p
* 0 0
* 0 0
* 0 0
* 0 0
* 0 0
* 0 0
* 0 0
* 0 0
* 0 0
* 0 0
* 0 D
* 0 0
* 0 0
* 0 0
* 0 0
* 0 0
* 0 0
* 0 0
* 0 0
* 0 0
* 0 p
' 0 0
* 0 0
* 0 0
' 0 0
* 0 0
* 0 0
* 0 0
* 0 0
* 0 0
* D 0
* 0 D
* D p
* 0 D
* 0 p
Totals: 0 0
1089.873
0 1089.873

1MF 4
ROY COOPER
Governor
MICHAEL S.REGAN .� 14GCu
Secretary
LINDA CULPEPPER NORTH CAROLINA 20t9
Director ftv&vmnmWQQua0w
May 06, 2019 Watecdusl►tYSet
PA 41010000t
Leslie R.Whitted
Halls Marsh Farm
2147 NC 55 E
Mount Olive NC 28365
Subject: Additional Information Request
Application No.AWS310776
Halls Marsh Farm
Duplin County
Dear Leslie R.Whitted,
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:
❑ Missing Copies of Site Map/Field Maps: Our record show that the copies of the field maps are
missing in your WUP or NMP.
Emergency Action Plan
Insect Control Checklist with chosen best management practices noted
JZrOdor Control Checklist with chosen best management practices noted
JZ/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.
,Ja 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.ravella(uincdenr.gov
Please feel free to contact me at 919-707-3702. if you have any questions regarding this letter,/°
Sincerely,
P ""
Animal Feeding Operations Program
cc: Wilmington Regional Office,Water Quality Regional Operations Section
AFOGS Section Files—AWS310776
North Carolina Department of Environmental Quality I Division of Water Resources
E 512 North Salisbury Street 11636 Mall Service Center I Raleigh,North Carolina 27699-1636
•" •�'�°"t "i 919.707.9000

1 1
EMERGENCY ACTIUN PLAN
PHONE NUMBERS
DIVISION OF WATER QUALITY (DWQ) [phone]
EMERGENCY MANAGEMNET SERVICES (EMS) [phone]
SOIL AND WATER CONSERVATION DISTRICT (SWCD) [phone]
NATURAL RESOURCES CONSERVATION SERVICE (NRCS) [phone]
COOPERATIVE EXTERSION SERVICE (CES) [phone]
This plan will be implemented in the event that wastes from your operation are leaking,
overflowing or running off site. You should not wait until wastes reach surface waters
or leave you property to consider that you have a problem. You should make every
effort to ensure that this does not happen. This plan should be posted in an accessible
location for all employees at the facility. The following are some action items you should
take.
1 . Stop the release of wastes. Depending on the situation, this may ore may not be
possible. Suggested responses to some possible problems are listed belwo.
A. Lagoon overflow-possible solutions are:
a. Add soil to berm to increase elevation of dam.
b. Pump wastes to fields at an acceptable rate.
c. Stop all flows to the lagoon immediately.
d. Call a pumping contractor.
e. Make sure no surface water is entering lagoon.
B. Runoff from waste application field-actions include:
a. Immediately stop waste application.
b. Create a temporary diversion to contain waste.
c. Incorporate waste to reduce runoff.
d. Evaluate and eliminate the reason(s) that cause the runoff.
e. Evaluate the application rates for the fields where runoff occurred.
C. Leakage from the waste pipes and sprinklers-action include:
a. Stop recycle pump.
b. Stop irrigation pump.
c. Close valves to eliminate further discharge.
d. Repair all leaks prior to restarting pumps.
D. Leakage from flush systems, houses, solid separators-action include:
3ECEIVEDIN" ^EOIDWR
a. Stop recycle pump.
JUN 0 3 2Q1 b. Stop irrigation pump.
c. Make sure siphon occurs.
WaterQuaiit,� d. Stop all flows in the house, flush systems, or solid separators.
IegionalOperationsSaIrl Leakage from base or sidewall of lagoon. Often this is seepage as opposed
to flowing leaks-possible action:
a. Dig a small sump or ditch from the embankment to catchall
seepage, put in a submersible pump, and pump back to lagoon.
b. If holes are caused by burrowing animals, trap or remove animals and fill
holes and compact with a clay type soil.
c. Have a professional evaluate the condition of the side walls and lagoon
bottom as soon as possible.
1

2'. Assess the extent of the spill and note any obvious damages.
a. Did the waste reach any surface waters? .
b. Approximately how much was released and for what duration?
c. Any damage notes, such as employee injury, fish kills, or property damage?
d. Did the spill leave the property?
e. Does the spill have the potential to reach surface waters?
f. Could a-future rain event cause the spill to reach surface waters?
g. Are potable water wells in danger (either on or off the property)?
h. How much reached surface waters?
3. Contact appropriate agencies.
a. During normal business hours call your DWQ regional office; Phone - -. After
hours, emergency number: 919-733-3942. Your phone call should include: your
name, facility number, telephone number, the details of the incident from item 2
above, the exact location of the facility, the location or direction of movement of
the spill, weather and wind conditions. The corrective measures that have been
under taken, and the seriousness of the sitution.
b. If spill leaves property or enters surface waters, call local EMS phone number.
c. Instruct EMS to contact local Helath Department.
d. Contact CEs, phone number - , local SWCD office phone number - and local
NRCS office for advice/technical assistance phone number - -.
4. If none of the above works call 911 or the Sheriff's Department and explain you
problem to them and ask the person to contact the proper agencies for you.
5. Contact the contractor of your choice to begin repair or problem to minimize off-
site damage.
a. Contractors Name: C S
b. Contractors Address:
c. Contractors Phone:
6. Contact the technical specialist who certified the lagoon (NRCS, Consulting
Engineer, etc.)
a. Name: R 5
b. Phone:
7. Implement procedures as advised by DWQ and technical assistance agencies to
rectify the damage, repair the system, and reassess the waste managment plan to
keep problems with release of wastes from happening again.
2

INSECT CONTROL CHECKLIST FOR ANIMAL OPERATIONS
Source Cause BMP's to Minimize Odor Site Specific Practices
(Liquid Systems)
Flush Gutters .Accumulation of solids sh system is designed and operated
sufficiently to remove accumulated
solids from gutters as designed.
move bridging of accumulated solids at
discharge
Lagoons and Pits 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
307 o surface.
Excessive Vegetative Decaying vegetation E),?Aaintain vegetative control along banks of
Growth lagoons and other impoundments to prevent
accumulation of decaying vegetative matter
along water's edge on impoundment's perimeter.
(Dry Systems)
Feeders Feed Spillage ( ) Design, operate and maintain feed systems (e.g.,
bunkers and.troughs) to minimize the accumulation
of decaying wastage.
() Clean up spillage on a routine basis (e.g. 7-10 day
interval during summer; 16-30 day interval during winter).
Feed Storage Accumulations of feed residues () Reduce moisture accumulation within and around
immediate perimeter of feed storage areas by
insuring drainage away from site and/or providing
adequate containment (e.g., covered bin for
brewer's grain and similar high moisture grain
products).
( ) Inspect for and remove or break up accumulated
solids in filter•strips around feed storage as needed.
Animal Holding Areas Accumulations of animal wastes ( I Eliminate low area that trap moisture along fences
and feed wastage and other locations where waste accumulates and
and disturbance by animals is minimal.
() 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).
rIC--November 11, 1996

y Manure Handling Accumulations of animal wastes (} Remove spillage on a routine basis (e.g.7-10 day
Systems interval during summer; 15-30 days interval during
winter) where manure is loaded for land application
or disposal.
() Provide for adequate drainage around manure stockpiles.
(} Inspect for and remove or break up accumulated wastes
in filter stripes around stockpiles and manure handling
areas as needed.
The issues checked pertain to this operation. The landowner/integrator agrees to use sound judgment in applying
insect control measures as practical.
I certify the aforementioned insect control Best Management Practices have been reviewed with me.
(Landown Ignature)
�lS Z))Orsk fcr r -\
(Farm Name)
31 - ? 2 &
(Facility Number)
For more information contact the Cooperative Extension Service, Department of Entomology, Box 7613, North Carolina State University, Raleigh, NC
27695-7613.
1 -November 11, 1996

e '
SWINE FARM WASTE MANAGEMENT ODOR CONTROL CHECKLIST
ource Cause BMP's to Minimize Odor Site Specific Practices
Farmstead Swine production tiva or wooded buffers;
ecommended best management
prat s;
( ood judgment and common sense
Animal body surfaces Dirty manure-covered animals () Dry floors
Floor surfaces Wet manure-covered floors floors;
t- .terers located over slotted floors;
waders at high end of solid floors;
(.Scrape manure buildup from floors;
() Underfloor ventilation for drying
Manure collection pits Urine (went manure removal by flush,pit
recharge,or scrape
Parital micorbial decomposition () Underfloor ventilation
Ventilation exhaust fans Volatile gases; i-)arm aintenance;
Dust W-Efficient air movement
Indoor surfaces Dust ashdown between groups of animals
() Feed additives;
() Feeder covers;,
() Feed delivery downspout extenders to
feeder covers
Push tanks Agitation of recycled lagoon () Flush tank covers
liquid whiles tanks are filling ( ) Extend fill lines to near bottom of
tanks with anti-siphon vents .
Flush alleys Agitation during wastewater () Underfloor flush with underfloor
conveyanance ventilation
Pit recharge points Agitation of recycled lagoon () Extend rechard lines to near bottom of
liquid while pits are filling pits with anti-siphon vents
Lift stations Agitation during sump tank filling () Sump tank covers
and drawdown
Outside drain collection Agitation during wastewater () Box covers
or junction boxes conveyance
End of drainpipes at lagoon Agitation during wastewater ()Extend discharge point of pipes
underneath lagoon liquid level
Lagoon surfaces Volatile gas emissions per lagoon liquid capacity
Biological mixing C �:Mum
act lagoon startup procedures
Agitation ��t{i surface area-to-volume ratio
agitation when pumping
() Mechanical aeration
() Proven '❑logical additives
Irrigation sprinkler nozzles High pressure agitation Ir' ion dry days with little or no wind
Wind draft um recommended operation pressure
mp intake near lagoon liquid surface
() Pump from second-stage lagoon
C=-IJovember 11, 1996

rage tank or basin Partial microbial decomposition () Bottom or midlevel loading
rface Mixing while filling ( ) Tank covers
Agitation when emptying () Basin surface mats of solids
() Proven biological additives or oxidants
Settling basin surface Partial micobial decomposition () Extend drainpipe outlets underneath liquid
Mixing while filling level
Agitation when emptying () Remove settled solids regularly
Manure, slurry or sludge Agitation when spreading ( ) Soil injection of slurry/sludges
spreader outlets Volatile gas emissions () Wash residual manure from spreader after use
( ) Proven biological additives or oxidants
Uncovered manure, slurry Volatile gas emissions while drying () Soil infection of slurry/sludges
or sludge on field surfaces ( 1 Soil incorporation within 48 hours
() Spread in thin uniform layers for rapid drying
( ) Proven biological additives or oxidants
Dead animals Carcass decomposition I,'-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 around Improper drainage + -Grade and landscape such that water drains
facilities Microbial decomposition of away from facilities
organic matter
Manure tracked onto public Poorly maintained access roads (}-faun access road maintenance
s from farm access
Additional Information: Available From:
Swine Manure Management;0200 Rule/BMP Packet NCSU-County Extension Center
Swine Production Farm Potential Odor Sources and Remedies, EBAE Fact Sheet NCSU-BAE
Swine Production Facility Manure Management: Pit Recharge--Lagoon Treatment; EBAE 128-88 NCSU-BAE
Swine Production Facility Manure Management: Underfloor Fluse--Lagoon Treatment; EBAE 129-88 NCSU-BAE
Lagoon Desig and Management for Livestock Manure Treatment and Storage; EBAE 103-83 NCSU-BAE
Calibration of Manure and Wastewater Application Equipment; EBAE Fact Sheet NCSU-BAE
Controlling Odors from Swine Buildings; PIH-33 NCSU-Swine Extension
Environmental Assuranc Program: NPPC Manual NC Pork Produces Assoc
Options for Managing Odor; a report from the Swine Odor Task Force NCSU Agri Communications
Nuisance Concerns in Animal Manure Management: Odors and Flies; PR0107, 1995 Conference Proceedings Florida Cooperative Extension
The issues checked ;'--) ertain to this operation. The landowner/integrator agrees to use sound judgment in applying
odor control measures as practical.
I certify the aforementioned odor control Best Managment Practices have been reviewed with me.
(I ri downer Sign e)
AMOC—November 11, 1996

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
a Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal
death. The burial must be at least 300 feet from any flowing stream or public.body of water
(G.S.106-403). The bottom of the burial pit should be at least one foot above the seasonal
high water table.Attach burial location map and plan.
Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B.0200.
Rendering at a rendering plant licensed under G.S. 106-168.7.
Complete incineration according to 02 NCAC 52C .0102.
A composting system approved and permitted by the NC Department of Agriculture &Con-
sumer Services Veterinary Division.(attach copy of permit). If compost is distributed off-farm,
additional requirements must be met and a permit is required from NC DEQ.
a In the case of dead poultry only, placing in a disposal pit of a size and design approved by the
NC Department of Agriculture&Consumer Services(G.S. 106-549.70).
a Any method which, in the professional opiniortmof 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.
o�� � 3. �8'• �yip
Signar,re of Farm Owner/Manager Date
Signature of Technical Specialist Date

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
a a 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 a Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B .0200.
t 0 Rendering at a rendering plant licensed under G.S. 106-168.7.
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 D 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.
Sig to of arm Owner/Ma alter D to
a y
zO 1
Signature f Technical Specialist Date

Murphy-Brown, LLC 3/13/2018 2822 Hwy 24 West
P.O. Box 856
Warsaw, NC 28398
NUTRIENT UTILIZATION PLAN
Grower(s): Leslie Whitted (Whitted - King 1)
Farm Name: Halls Marsh Farm Facility 31-776
County: Duplin
Permit Capacity:
Farrow to Wean
Farrow to Feeder
Farrow to Finish
Wean to Feeder
Wean to Finish
Feeder to Finish 3672
Gilts
Boars
Storage Structure: Anaerobic Lagoon
Storage Period: >180 days
Application Method: Irrigation
The waste from your animal facility must be land applied at a specified rate to prevent pollution
of surface water and/or groundwater. The plant nutrients in the animal waste should be used
to reduce the amount of commercial fertilizer required for the crops in 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. Annual soil tests are strongly encouraged so that all plant
nutrients can be balanced for realistic yields of the crop to be grown.
Several factors are important in implementing your 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:
1. Always apply waste based on the needs of the crop to be grown and the nutrient
content of the waste. Do not apply more nitrogen than the crop can utilize.
2. Soil types are important as they have different infiltration rates, leaching potentials,
cation exchange capacities, and available water holding capacities.
3. Normally waste shall be applied to land eroding at less than 5 tons per acre per
year. Waste may be applied to land eroding at 5 or more tons per acre annually, but
less than 10 tons per acre per year providing that adequate filter strips are established.
4. Do not apply waste on saturated soils, when it is raining, or when the surface is frozen.
Either of these conditions may result in runoff to surface waters which is not allowed
under DWR regulations.
5. Wind conditions should also be considered to avoid drift and downwind odor
problems.
6. To maximize the value of the nutrients for crop production and to reduce the potential
for pollution, the waste should be applied to a growing crop or applied not more than
30 days prior to planting a crop or forages breaking dormancy. Injecting the waste or
disking will conserve nutrients and reduce odor problems.
1of11

This plan is based on the waste application method shown above. If you choose to change
methods in the future, you need to revise this plan. Nutrient levels for different application
methods are not the same.
The estimated acres needed to apply the animal waste is based on typical nutrient content
for this type of facility. In some cases you may want to have plant analysis made,which could
allow additional waste to be applied. Provisions shall be made for the area receiving waste to
be flexible so as to accommodate changing waste analysis content and crop type. Lime must
be applied to maintain pH in the optimum range for specific crop production.
This waste utilization plan, if carried out, meets the requirements for compliance with 15A NCAC
2H.0217 adopted by the Environmental Management Commission.
AMOUNT OF WASTE PRODUCED PER YEAR (gallons,ft',tons,etc.):
Capacity Type Waste Produced per Animal Total
Farrow to Wean 3203 gal/yr gal/yr
Farrow to Feeder 3861 gal/yr gal/yr
Farrow to Finish 10478 gal/yr gallyr
Wean to Feeder 191 gallyr gal/yr
Wean to Finish 776 gal/yr gal/yr
3672 Feeder to-Finish 927 gal/yr 3,403,944 gallyr
Gilts 1015 gallyr gal/yr
Boars 2959 gal/yr gallyr
Total 3,403,944 gallyr
AMOUNT OF PLANT AVAILABLE NITROGEN PRODUCED PER YEAR (Ibs):
Capaci Type Nitrogen Produced Der Animal Total
Farrow to Wean 3.84 Ibs/yr Ibs/yr
Farrow to Feeder 6.95 Ibs/yr Ibs/yr
Farrow to Finish 18.86 Ibs/yr Ibs/yr
Wean to Feeder 0.34 Ibs/yr Ibslyr
Wean to Finish 1.4 Ibs/yr Ibs/yr
3672 Feeder to Finish 1.67 Ibs/yr 6,132 Ibs/yr
Gilts 1.83 Ibs/yr Ibs/yr
Boars 5.33 Ibs/yr Ibs/yr
Total 6,132 Ibs/yr
Applying the above amount of waste is a big job. You should plan time and have appropriate
equipment to apply the waste in a timely manner.
LAND UTILIZATION SUMMARY
The following table describes the nutrient balance and land utilization rate for this facility
Note that the Nitrogen Balance for Crops indicates the ratio of the amount of nitrogen produced
on this facility to the amount of nitrogen that the crops under irrigation may uptake and utilize
in the normal growing season.
Total Irrigated Acreage: 28.66
Total N Required 1st Year: 6921.39
Total N Required 2nd Year: 3922.12
Average Annual Nitrogen Requirement of Crops: 5,421.76
Total Nitrogen Produced by Farm: 6,132.24 Status:
Nitrogen Balance for Crops: 710.48 Not Enough Land
The following table describes the specifications of the hydrants and fields that contain the crops
designated for utilization of the nitrogen produced on this facility. This chart describes the size,
soil characteristics, and uptake rate for each crop in the specified crop rotation schedule for this
facility.
2of11

Reception Area Specifications
Tract Field Irrigated Soil 1st Crop Time to 1st Crop 1st Crop Lbs N/Ac Lbs N Total Ibs N 2nd Crop Time to 2nd Crop 2nd Crop Lbs N/Ac Lbs N Total Ibs N Total Total Ibs N
Acrea e T e Code A I Yield Ibs N/Unit Residual lAc Utilized Code Apply Yield Ibs N/Unit Residual /Ac Utilized Lbs NIA Utilized
T2404 P1 5.22 1 NoA D Feb15-Junel 138.0 0.95 15 116.1 606.042 N Sept-April 60 1 2.09 125.4 654.588 241.5 1260.63
T2404 P2 4.24 NoA D Feb15-June) 138.0 0.95 15 116.1 492.264 N Sept-April 1 60 2.09 125.4 531.696 241.5 1023.96
T2404 P3 2.73 NoA D Feb15-June 138.0 D 95 15 116.1 316.953 N Sept-April 60 2.09 125.4 342.342 241.5 659.295
T2404 P4 2.65 NoA D Feb15-June, 138.0 0.95 15 116.1 307.665 N Sept-April 60 2.09 125.4 332.31 241.5 639.975
T2404 P5 2.43 NoA D Feb15-June 138.0 0.95 15 116.1 282.123 N Sept-April 60 2.09 1 125.4 304.722 241.5 586.845
T2404 P6 2.29 NoA D Feb15-June 138.0 0.95 15 116.1 265.569 N Sept-April 60 2.09 125.4 287,166 241.5 553.035
T2404 P7 4.05 NoA D Feb15-June 138.0 0.95 15 116.1 470.205 N Sept-April 60 2.09 125.4 1 507.67 241.5 978.075
T2404 P8 5.05 NoA D Febl5-June 138.0 1 0.95 15 116A 586.305 N Sept-April 60 2.09 125.4 633.27 241.5 1219.575
Totals: 28.66 3327.426 3593.964 8921.39
3(a)of 11

Reception Area Specifications
Tract Field Irrigated Soil 1st Crop Time to 1st Crop 1st Crop Lbs N/Ac Lbs N Total Ibs N 2nd Crop Time to 2nd Crop 2nd Crop Lbs N/Ac Lbs N Total Ibs N Total Total Ibs N
Acreage Type Code Apply Yield Ibs N/Unit Residual /Ac Utilized Code I Yield Ibs N/Unit Residual /Ac Utilized Lbs N/Ac Utilized
T2404 P1 5.22 NoA O A ril-Se t15 35.0 3.91 136.85 714.357 0 0'"' 136.85 714.357
T2404 P2 4.24 NoA O A ril-Se tl5 35.0 3.91 136.85 580.244 0 0 136.85 580.244
T2404 P3 2.73 NoA O A ril-Se tl5 35.0 3.91 136.85 373.6005 0 0 136.85 373.6005
T2404 P4 2.65 NoA O Aril-Sent15 35.0 3.91 136.85 362,6525 0 0 136.85 362.6525
T2404 P5 2.43 NoA O Aril-Se tl5 35.0 3.91 136.85 332.5455 0 1 0 136.55 332.5455
T2404 P6 2.29 NoA O Aril-Se tl5 35.0 3.91 136.85 313.3865 0 1 0 136.85 313.3865
T2404 P7 4.05 NoA O April-Sept15 1 35.0 3.91 136.85 554.2425 0 0 136.85 554,2425
T2404 P8 5.05 NoA O Aril-Sept15 35.0 3.91 136.85 691,0925 0 0 136.85 691.0925
Totals: 28.66 3922.121 0 3922.121
3(b)of 11

This plan does not include commercial fertilizer. The farm should produce adequate plant
available nitrogen to satisfy the requirements of the crops listed above.
The applicator is cautioned that P and K may be over applied while meeting the N requirements.
In the future, regulations may require farmers in some parts of North Carolina to have a nutrient
management plan that addresses all nutrients. This plan only addresses nitrogen.
In interplanted fields( i.e. small grain, etc, interseeded in bermuda),forage must be removed
through grazing, hay, and/or silage. Where grazing, plants should be grazed when they
reach a height of six to nine inches. Cattle should be removed when plants are grazed to a
height of four inches. In fields where small grain,etc, is to be removed for hay or silage, care
should be exercised not to let small grain reach maturity, especially late in the season (i.e.
April or May). Shading may result if small grain gets too high and this will definitely interfere
with stand of bermudagrass. This loss of stand will result in reduced yields and less nitrogen
being utilized. Rather than cutting small grain for hay or silage just before heading as is
the normal situation,you are encouraged to cut the small grain earlier. You may want to
consider harvesting hay or silage two to three times during the season, depending on the
time small grain is planted in the fall.
The ideal time to interplant small grain, etc, is late September or early October. Drilling is
recommended over broadcasting. Bermudagrass should be grazed or cut to a height of
about two inches before drilling for best results.
CROP CODE LEGEND
Crop Code Crop Description-Harvested As
A Barley Grain Crop
B Grazed Hybrid Bermudagrass Pasture/Grazed
C Hybrid Bermudagrass Hay Hay
B/C Comb. Hybrid Bermudagrass Graze/Hay Combination
D Corn-Grain Grain Crop
E Corn-Silage Silage
F Cotton Cotton Lint
G Grazed Fescue Pasture/Grazed
H Fescue Hay Hay
I Oats Grain Crop
J Rye Grain Crop
K Grazed Overseed Pasture/Grazed (Seeded in Bermudagrass)
L Overseed Hay Hay(Seeded in Bermudagrass)
M Grain Sorghum Grain Crop
N Wheat Grain Crop
O Soybean Grain Crop
P Pine Trees Pine Trees
S Small Grain Grain Crop/Hay(After Grain Crop)
CC Cover Crop Not Harvested; Burned/Disked In
SWG Swithgrass Biomass Crop
Acres shown in the preceding table are considered to be the usable acres excluding
required buffers, filter strips along ditches, odd areas unable to be irrigated,and perimeter areas
not receiving full application rates due to equipment limitations. Actual total acres in the fields
listed may, and most likely will be, more than the acres shown in the tables.
See attached map showing the fields to be used for the utilization of animal waste.
4of11

SLUDGE APPLICATION:
The following table describes the annual nitrogen accumulation rate per animal
in the lagoon sludge
Farm Specifications PAN/yr/animal Farm Total/ r
Farrow to Wean 0.8
Farrow to Feeder 0.96
Farrow to Finish 3.9
Wean to Feeder 0.07
Wean to Finish 0.27
3672 Feeder to Finish 0.34 1248.48
Gilts 0.39
Boars 0.55
The waste utilization plan must contain provisions for periodic land application of sludge at
agronomic rates. The sludge will be nutrient rich and will require precautionary measures to
prevent over application of nutrients or other elements. Your production facility will produce
approximately 1248.48 pounds of plant available nitrogen per year and will accumulate in the lagoon
sludge based on the rates of accumulation listed above.
If you remove the sludge every 5 years, you will have approximately 6242.4 pounds of plant
available nitrogen to utilize. Assuming you apply this PAN to hybrid bermuda grass hayland at the
rate of 300 pounds of nitrogen per acre, you will need 20 acreas of land. If you apply the sludge
to corn at a rate of 125 pounds per acre,you will need 49.9392 acres of land. Please note that these
are only estimates of the PAN produced and the land required to utilize that PAN. Actual values
may only be determined by sampling the sludge for plant available nitrogen content prior to application
Actual utilization rates will vary with soil type, crop, and realistic yield expectations for the specific
application fields designated for sludge application at time of removal.
APPLICATION OF WASTE BY IRRIGATION:
The irrigation application rate should not exceed the intake rate of the soil at the time of irrigation
such that runoff or ponding occurs. This rate is limited by initial soil moisture content, soil
structure, soil texture,water droplet size, and organic solids. The application amount should not
exceed the available water holding capacity of the soil at the time of irrigation nor should the
plant available nitrogen applied exceed the nitrogen needs of the crop.
If surface irrigation is the method of land application for this plan, it is the responsibility of the
producer and irrigation designer to ensure that an irrigation system is installed to properly
irrigate the acres shown in the preceding table. Failure to apply the recommended rates and
amounts of nitrogen shown in the tables may make this plan invalid.
*This is the maximum application amount allowed for the soil assuming the amount
of nitrogen allowed for the crop is not over applied. In many situations,the application
amount shown cannot be applied because of the nitrogen limitation. The maximum
application amount shown can be applied under optimum soil conditions.
Your facility is designed for>180 days of temporary storage and the temporary storage must
be removed on the average of once every 6 months. In no instance should the volume of the
waste stored in your structure be within the 25 year 24 hour storm storage or one foot of
freeboard except in the event of the 25 year 24 hour storm.
It is the responsibility of the producer and waste applicator to ensure that the spreader equipment
is operated properly to apply the correct rates to the acres shown in the tables. Failure to apply
the recommended rates and amounts of nitrogen shown in the tables may make this plan invalid.
Call your technical specialist after you receive the waste analysis report for assistance in
determining the amount of waste per acre and the proper application prior to applying the waste.
5of11

Application Rate Guide
The following is provided as a guide for establishing application rates and amounts.
Soil Application Rate Application Amount
Tract Hydrant Type Crop in/hr _ ' inches
T2404 P1 NoA D 0.5 1
T2404 P2 NoA D 0.5 1
T2404 P3 NoA D 0.5 1
T2404 P4 NoA D 0.5 1
T2404 P5 NoA D 0.5 1
T2404 P6 NoA D 0.5 1
T2404 P7 NoA D 0.5 1
T2404 P8 NoA D 0.5 1
6of11

Additional Comments:
7of11

NUTRIENT UTILIZATION PLAN CERTIFICATION
Name of Farm: Halls Marsh Farm Facility 31-776
Owner: Leslie Whitted
Manager:
Owner/Manager Agreement:
I/we understand and will follow and implement the specifications and the operation and
maintenance procedures established in the approved animal waste nutrient management
plan for the farm named above. I/we know that any expansion to the existing design capacity
of the waste treatment and/or storage system, or construction of new facilities, will require a
new nutrient management plan and a new certification to be submitted to DWR before the new
animals are stocked.
I/we understand that I must own or have access to equipment, primarily irrigation equipment,
to land apply the animal waste described in this nutrient management plan. This equipment
must be available at the appropriate pumping time such that no discharge occurs from the lagoon
in the event of a 25 year 24 hour storm. I also certify that the waste will be applied on the land
according to this plan at the appropriate times and at rates which produce no runoff.
This plan will be filed on site at the farm office and at the office of the local Soil and Water
Conservation District and will be available for review by NCDWR upon request.
Name of Facility Owner: Leslie Whiffed
Signature:
Date
Name of Manager(if different from owner):
Signature:
Date
Name of Technical Specialist: M. Kevin Weston
Affiliation: Murphy-Brown, LLC.
Address: 2822 Hwy 24 West, PO Drawer 856
Warsaw, NC 28398
Telephone: [phone]
Signature:
Date
8of11

SHEET 1 OF 2
OPERATION AND MAINTENANCE PLAN
------------------------------
This lagoon is designed for waste treatment (permanent storage) and
180 days of temporary storage. The time required for the planned
fluid level (permanent and temporary storage) to be reached may vary
due to site conditions, weather, flushing operations, and the amount
of fresh water added to the system.
The designed temporary storage consists of 180 days storage for:
.(1) waste from animals and (2) excess rainfall after evaporation. Also
included is storage for the 25 year - 24 hour storm for the location.
The volume of waste generated from a given number of animals will be
fairly constant throughout the year and from year to year, but excess
rainfall will vary from year to year. The 25 year rainfall will not
be a factor to consider in an annual pumping cycle, but this storage
volume must always be available.
A maximum elevation is determined in each design t'o begin
pumping and this is usually the outlet invert of pipe(s) from
building(s). If the outlet pipe is not installed at the elevation to
begin pumping, a permanent marker must be installed at this elevation
to indicate when pumping should begin. An elevation must be established
to stop pumping to maintain lagoon treatment depth.
Pumping can be started or stopped at any time between these two
elevations for operating convenience as site conditions permit, such as
weather, soils, crop, and equipment in order to apply waste without
runoff or leaching.
Land application of waste water is recognized as an acceptable
method of disposal. Methods of application include solid set,
center pivot, guns, and traveling gun irrigation. Care should be
taken when applying waste to prevent damage to crops.
The following items are to be carried out:
1. It is strongly recommended that the treatment lagoon be pre-
charged to 1/2 its capacity to prevent excessive odors during
start-up. Pre-charging reduces the concentration of the initial
waste entering the lagoon thereby reducing odors. Solids should be
covered with effluent at all times. When precharging is complete,
flush buildings with recycled lagoon liquid. Fresh water should not
be used for flushing after initial filling.
2. The attached waste utilization plan shall be followed. This
plan recommends sampling and testing of waste (see attachment)
before land application.
3. Begin temporary storage pump-out of the lagoon when fluid level
reaches the elevation 47.8 as marked by permanent marker. Stop pump-
out when the fluid level reaches elevation 45.0 . This temporary
storage, less 25 yr- 24 hr storm, contains 177543 cubic feet or
1328021 gallons.

SHEET 2 OF 2
4. The recommended maximum amount to apply per irrigation is
one (1 ) inch and the recommended maximum application rate is 0. 3
inch per hour. Refer to the waste utilization plan for further details.
5. Keep vegetation on the embankment and areas adjacent to the
lagoon mowed annually. Vegetation should be fertilized as needed
to maintain a vigorous stand.
G. Repair any eroded areas or areas damaged by rodents and
establish in vegetation.
7. All surface runoff is to be diverted from the lagoon to stable
outlets.
8. Keep a minimum of 25 feet of grass vegetated buffer around
waste utilization fields adjacent to perennial streams. Waste will
not be applied in open ditches. Do not pump within 200 feet of a
residence or within 100 feet of a well. Waste shall be applied in a
manner not to reach other property and public right-ef-ways.
9. The Clean Water Act of 1977 prohibits the discharge of
pollutants into waters of the United States. The Department of
Environment, Health, and Natural Resources, Division of Environ-
mental Management, has the responsibility for enforcing this law.

USDA SOIL CONSERVATION SF -']CE
FINAL CONSTRUCTION CHECK AND CER-i LFICATION
FOR ANIMAL WASTE TREATMENT LAGOON (359)
t ,
NAME Lns7�
LOCATION
SIZE OF OPERATION 36`1 ^ _ FARROW TO FEEDER
_ FARROW TO FINISH
FARROW TO WEAN
CONTRACTING COMPANY i1" 1 ✓ FEEDER TO FINISH .
WEAN TO FEEDER
OTHER
DESIGN DATA AND CONSTRUCTION CHECK DATA'
TBM ELEVATION 0 FEET
AS DESIGNED AS BUILT
INSIDE TOP DIMENSION x : 47)x o
DIKE TOP WIDTH- --
TOP OF DIKE
BOTTOM OF LAGOON r '=
t
INSIDE SIDESLOPE _ ? —
OUTSIDE SIDESLOPE
PIPE INVERT = 0
CLAY LINER/CORE TRENCH
HAS LAGOON BEEN SEEDED TO PERMANENT VEGETATION YES NO LV
DOES. LAGOON MEET SCS MINIMUM STANDARDS AND SPECIFICATIONS FOR
WASTE TREATMENT LAGOONS AS OUTLINED IN PRACTICE CODE 359?
YES NO
COMMENTS ! a«,on ,�.<- he -ap1r1 M�!,�o ►.
SIGNATURE_ 0 n
TITLE DATE�';-� L`1' ��
J

WASTE TREA`1'MENT LAU00N CON ltuk-:-1 LUN c�t�t_t� tt 1LL13
NOTES
B.S. H.I. F.S. RR Elev.
70M ; b3
i
1 7,O� J')•S
9 ,S, `tS6
I`l S r,
r
LAGOON SKETCH (optional) 2 4
RECEIVEDINICOEQ1DWR
JUN' 0 3 2019 ,
Waternimlitt.
Regional operations Section r ►� S I �.
f � � ct
ICA

T.a ��.,y 't�`•^ 1� ��,:�' � 7Y 7'A��K�:•�;�- �'�" f: A�� �'. -.
.rr` � �r".•mil n rr '�.• �.•1[.I �.�-.� .��� ..'� �6i�,c i -,
4 .
12� �:, r S PF +d M, :ia •. Ail— a *" fie
i $trar ' « n at ��vty ii � Z
y pa
.'t, 'A ^. ,x� {t e,�c; �t " +., Z,� •'G'R * <,'�'6 + f d �, ` i-. b erT'a r ``t:
i ,ras .y R sr' 'k "Uy - pT}1.T°a4'` }•t �.. },-3'. Y� r •ex �'`R+ 3�rw { ,r
�� �,� Via. ! d` � 1 .Y,',# �` .E s �r+ �rx�„ f"aR t a m,t h' tea• � h xst a'i s�"'"`g' X _'�ni
d
s -"w ¢. •f $h si s-x -+s_v' �w""i'
�
dr -,3 eTM• - .. .y a y n 1 . k a^. •� ,a r �r .r -� N^ ez� d
'" rY ,w '�y,.s {'sav ,a,�•� q�
° s x � s t .�, � � ys, ,r �. •k � �^r� � �It�
g � k �� Y , ��. � r°,•��q„d a*tY,�r �a.�'*"rs a ���r�� � Y` t �`', w` r~,}� a��"' .�ie a�'?'r� * ��;`x�� �,gym�,�s,�s�,,,.y`�'�� "n
SS��+- ,�F A•`'r'�..'; w'r�'�+.
.. ,•_ d' x ..z •, s € °Y7 .SFx f�, i Als:f• i ,. 7, F I}' �Y i,,eq'
.:a.P -- 4 r.� k "!� ,yd' r•r rf �• •
X s^ .. -} s w f ,ci, ,� x'a.a '' {¢$s� d. rY w •. '' •ti' i"
^+t ii
6r .r s. ;.} a•�t',f,r,�"°� .t„ nT�, +y'.<. n"`' y� 'lei�[?"X.n�Y'`s' a�d €+'' •�Y i "v°.ate '�� 2te 3. K- .:
N. y�? :u.: � M. ,. 4T pia V'a } t,�.�. Ps �r hx�YTra �y ;'y. s awk4YiTf�'t+ °r�,. ,r••'� 7�'�' X�..kl "r'� � +.„±r' s
vW O r r qa� r r eras"��xd 4"�
°,�t-a i * <
•,"' s +k * 7 it '•.:a v,ixc ,t il�r* 7 a. .
F �! a 1f S' ,�'h "''3. t� T�•X5z �a v 0- w x• y v� 'Yard.�r- a�4�'- 9 � z �x,• .�`t a +'a4 a�y ,��,, T �, .d-�: ,�' r.
n,vtft �i wS ,Fi Fr.axSn :T..,F1'r" '%°,Sik'••^^+x`a+� t"1
A. 4 a,.. s 2 .d�Jl'�'a+ .l''-" L• ,�5-�.� w w .F'�r d '& f"• r rr
aFF+
fi*A4 y,'s+.k .ear`'r y i:�`r$ #•'3`. 4�. r a- ,.,,5 'R}.._r,
at ".y •f a>;1 t d'.+ 3 ..
ys;,,, f +e. z i A+• :L 0- . i�A3^lriryj x. +, *. `1:r at:5j � T#�; xk C. w^xR3ks r� C.G "�ys3a ,"ate pit rsb,rt'.
•: t`43.t, 'Y.r 'E..Sat. �.e a d Sr F a 9 Pk
... uxsemt ,--+'y' ii8y'6 v4. xs„�'F "5. i, 4a wnf ,,t` 9•' o ,ad
77- t ,q k :' --trx,,. Y q 'y,./i
�� •-,� � �:,rw�rw;,,r..,,,,,�y�,� �'�� r.G�fY`` ?a' w`��• ,g,T. �S r Rra"�.y�s 4aCr��q"m,��'arX+.-��''v�P�•5�ykcw^�-�,x•xk':k�1,
� q3 .. !�: N�r.-rHY � � w x.�, $.r `�".�. tee'�t peg,�• .y }'�+�`�. .� ��. ��+a Ee•s.7'+� h -. i'E�rt �
.. ya�.�' 3���'fi,.;v ""�*� A"re�.ear"EY a<-`x a'a
iv
•"r F' •A s �Y. � F•.,. � �rF l y��y��•�.y£S+4 '��'„ay� �.:. *.y :.s���� _� r ,px � x.� ,p y i_,
d
t�. r .� � xd•_ � ... � 'd pM 1�r�Ld �. .4�A,y�,�.�'�h F`5: s P W n _dts �f.
d
WELL' '
- .,-��`' � p r �' � �• t t 4w.s arm �''^-4
,•""bW"�-+-r..-"v^+m.�. l � rt 2`F! t'fhu6� •�iis_eFR '�wt ff .`f,!
�`.Iq
a
t6
�• T _may, i F 1S-
;+. { "Ex s -.�.? s. �� ;y; $• .c,,,ra� •�i�c�'�1FF rx ..-tt�C�r.N ae. �
., 4,1 —
Mm Al
A,
a a-• S'�' t
MA
y
„, f ... JA���.'�yt � k �x��F -:•'� ��, n^F �'� ,cs� ,z�?+ fin::,s i";!
MI
3�,,Lk�� '� � �' - z` s r•„j`CIF g�'+ s
S
try.t�. '�' �^ fi-t x�"�"•�'. t �R .1 '"1k� ,}�,G Kn r +sl._' _r" x � � �' '' �,. ^��d. y ,,,yak
F �
.. « -
4
r 3ai 3y sa a 1,G. ri.

NUTRIENT UTILIZATION PLAN AMENDMENT
Grower(s): Leslie Whitted
Farm Name: Leslie Whitted 1 Farm -31-776
County: Du lin
Farm Capacity:
Farrow to Wean
Farrow to Feeder
Farrow to Finish
Wean to Feeder
Feeder to Finish 3,672
Storage Structure: Anaerobic Lagoon
Storage Period: >180 days
Application Method: Irrigation
This is a temporary amendment for the Winter of 2018/2019 only.
il'v
ner/Manager Date
Technical Specialist ' Date

Whitted— King 1 Farm
(Old Hall �
s Marsh Farm
A WS31 O776
Irrigation �
Add t.
SG ecificatlonS: Pulls °)
Cadman 3000 Traveler Sao•
Nelson 150 Big Gun
w/1.08" Nozzle @ 50 PSI
160 GPM; 280' WD U
180' Lane Spacing (TYP) `� Existing Pulls
(Via above—ground pipe) Q 0'
�O
12 1.13 qc.
13
2.16 Ac.
14 ..
3'0p Ac.
15 Existing Pulls
2.66 Ac (7-8)
SOUNK k.
From Property L "
�r�'.������ � :���• �00' From Rrtdrr�
S,�.
; o. z, GRAPHIC
n � ��, 300 SCALE
002919 y 0 150 300
I FS!GNe 600
4.
11 20/2018 — Added Pulls 12-15 1 inch IN
FEE 00 ft.

Sheetl
IRRIGATION SYSTEM DESIGN PARAMETERS
Landowner/Operator Name: Leslie Whitted-Whitted-King 1 Farm (old Halls Marsh) County: Duplin
Address: 2147 NC 55 East AWS310776
Mt. Olive, NC 28365 Pull Add't.#2 Date: 11/20/2018
Telephone: [phone] (via aluminum pipe)
Table 1 -Field Specifications
Approximate Maximum
Maximum Maximum Application
Useable Size Application per Irrigation
Field of Field Rate Cycle
Number iacres_� Soil Tv :e Sloe% Crop(s) (In/hr) (inches) Comments
3 1.66 Norfolk 0-3 Row Crops 0.5 1 Pulls 9-11
3 8.95 Norfolk 0-3 Row Crops 0.5 1 Pulls 12-15
18.61
Note: Pulls 12-15 added 11/20/2018

Sheet2 qq
TABLE-2-Travelling Irrigation Gun Settings
Make, Model and Type of Equipment: Cadman 3000 Traveler w/Nelson 150 Big Gun
Field No. Travel Application TRAVEL LANE Wetted Nozzle Operating Operating
and Speed Rate Effective Effective Diameter Diameter Pressure Pressure Arc
Hydrant No. (ft/min) (in/hr.) Width ft. Length ft feet Inches) at Gun(psi) at reel(, si Pattern Comments-Acres per pull
9 3.11 0.34 199.2 329 1 280 1.08 50 80 330 2.25
10 3.11 0.34 180 532 280 1.08 50 80 330 2.91
11 3.11 0.34 199.2 820 280 1.08 50 80 330 4.50
12 3.11 0.34 199.2 84 280 1.08 50 80 330 1.13
13 3.11 0.34 180 352 280 1 1.08 50 80 330 2.16
14 5.7113.11 0.62/0.34 132/180 230/385 280 1.08 50 80 1801330 3.00
15 3.11 0.34 199.2 419 280 1.08 50 B0 330 2.66
I
TOTAL 18.61

Reception Area Specifications f
Tract Field Irrigated Soil 1st Crop Time to 1st Crop 1st Crop Lbs N/Ac Lbs N Total Ibs N 2nd Crop Time to 2nd Crop 2nd Crop Lbs N/Ac Lbs N Total Ibs N Total Total Ibs N
Acreage Type Code A I Yield Ibs N/Unit Residual /Ac Utilized Code Apply Yield Ibs N/Unit Residual /Ac Utilized Lbs N/Ac Utilized
new 12 1.13 Wo N Sept-Apnl 50.0 1.93 96.5 109.045 * 0 0 96.5 109.045
new 13 2.16 NoA N Sept-A;nl 60.0 2.09 125.4 270.854 * 0 0 125.4 270.864
new 14 3 NoA N Sept-April 60.0 2.09 125.4 376.2 0 1 0 125.4 376.2
new 15 2.66 NoA N Sept-April 60.0 2.09 125.4 333.564 * 0 0 125.4 333.564
* 0 0
* 0 0
* 0 0
* 0 0
* 0 0
* 0 0
* 0 0
* 0 0
* 0 0
* 0 0
* 0 0
* 0 0
* 0 0
* 0 0
* 0 0
0 0
* 0 0
* 0 0
* 0 0
* 0 0
* 0 0
* 0 0
* 0 0
* 0 0
* 0 0
* 0 0
* 0 0
* 0 0
* 0 0
* 0 0
* 0 0
* 0 0
* 0 0
* 0 0
* 0 0
* 0 0
* 0 0
• 0 0
* 0 0
* 0 0
* 0 0
* 0 0
Totals. 8.95 1089.673 0 1089.673

Fa r
Did HONs Morsh, Fa
r
f� WS1 7
Irrigation t®
o
1
0
1 �
a U
1 c �' I
F�
N Existing Pulls
(1-6)
a
Specifications: Pulls
Cadman 3000 Traveler
Nelson 150 Big Gun
w/1.08" Nozzle ® 50 PSI
160 GPM; 280' Wp Existing Pulls
180' Lane Spacing (TYP) (7-8)
(Via above—ground pipe)
GRAPHIC SCALE
...: 300
41 150 300
600
4 9 N
4 6 2 018 ( IN FEET )
1 inch = 300 ft.

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

Lagoon surface---look for:
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.

Practice water conservation---minimize building water usage and
spillage from leaking waterers, broken pipes and washdown through
proper maintenance and water conservation.
Minimize feed wastage and spillage by keeping feeders adjusted. This
will reduce the amount of solids entering the lagoon
Management:
Maintain lagoon liquid level between the permanent storage level and
the full temporary storage level.
Place visible markers or stakes on the lagoon bank to show the
minimum liquid level and the maximum liquid lever (Figure 2-1).
Start irrigating at the earliest possible date in the spring based on
nutrient requirements and soil moisture so that temporary storage
will be maximized for the summer thunderstorm season. Similarly,
irrigate in the late summer/early fall to provide maximum lagoon
storage for the winter.
The lagoon liquid level should never be closer than 1 foot to the lowest
point of the dam or embankment.
Do not pump the lagoon liquid level lower that the permanent storage
level unless you are removing sludge.
Locate float pump intakes approximately 18 inches underneath the liquid
surface and as far away from the drainpipe inlets as possible.
Prevent additions of bedding materials, long-stemmed forage or vegetation,
molded feed, plastic syringes, or other foreign materials into the lagoon.
Frequently remove solids from catch basins at end of confinement houses or
wherever they are installed.
Maintain strict vegetation, rodent, and varmint control near lagoon edges.
Do not allow trees or large bushes to grow on lagoon dam or embankment.
Remove sludge from the lagoon either when the sludge storage capacity is
full or before it fills 50 percent of the permanent storage volume.
If animal production is to be terminated, the owner is responsible for
obtaining and implementing a closure plan to eliminate the possibility of a
pollutant discharge.
RECEiVrW1NCDEQ1DWR
Sludge Removal:
,IUN 0 3 2019
Rate of lagoon sludge buildup can be reduced by:
W8harQual6tyr
pwaftw 9Odm

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.

flush system, houses, solids separators:
O stop recycle (flushing system) pump
O stop irrigation pump
O make sure no siphon effect has been created
(@ separate pipes to create an air gap and stop flow
d) Leakage from base or sidewall of the lagoon. Often these are seepage as opposed
to flowing leaks:
• dig a small well or ditch to catch all seepage, put in a submersible pump,
and pump back into the lagoon.
• if holes are caused by burrowing animals, trap or remove animals and fill
holes and compact with a clay type soil.
■ other holes may be,likewise temporarily plugged with clay soil.
Note: For permanent repair measures, lagoon problems require the consultation of
an individual experienced in their design and installation.
2) Assess the extent of the spill and note any obvious damages.
a) Did the waste reach any surface waters?
b) Approximately how much was released and for what duration?
c) Any damage noted, such as employee injury, fish kills, or property damage?
3) Contact appropriate agencies.
a) During normal business hours, call your DWQ regional office: [phone];
after hours, emergency number: 1-800-858-0368. Your phone call should
include: your name, facility, telephone number, the details of the incident, the
exact location of the facility, and the location or direction of movement of the
spill, weather and wind conditions, what corrective measures have been taken,
and the seriousness of the situation.
M
b) If the spill leaves the property or enters surface waters, call the local EMS:
296-2160.
c) Instruct EMS to contact the local Health Department: 296-2130.
-2-

d) Contact CES: 296-2143
local NRCS office: 296-2120
and your integrator:
4) Implement procedures as advised by DWQ and technical assistance agencies to rectify the
damage, repair the system, and reassess the waste management plan to keep problems
with release of wastes from happening again.
5) Contact contract pumping and/or irrigation equipment companies:
a) -Br-Pc Ir�►e�o� C�. I-Boo -8�(q•7S� S
b)
c)
6) Contact dirt moving and/or heavy equipment companies:
,f 3q/8
a) ✓V C h 0 , �rA r-q- ' S/ !)
b) A. J 1 e /. 4 GJ - 73 -o,
C)
r
-3-

Operator:Lynn Best(ASBUILT)County: Duplin Date: 11/3/95
Distance to nearest residence (other than owner) : 1175 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
3672 head (finishing only) x 135 lbs. = 495720 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 495720 The
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 495720 lbs. ALW x Treatment Volume(CF)/lb. ALW
Treatment Volume(CF)/lb. ALW = 1 CF/.lb. ALW
Volume = 495720 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0 cubic feet
4. TOTAL DESIGNED VOLUME
Inside top length (feet)--------------------- 477.0
Inside top width (feet)---------------------- 203.0
Top of dike elevation (feet)----------------- 49.3
Bottom of lagoon elevation (feet)------------ 37.6
Freeboard (feet)----------------------------- 1. 0
Side slopes (inside lagoon)------------------ 2.8 1
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
2. 8 2. 8 2.8 2. 8 471. 4 197.4 10. 9
AREA OF TOP
LENGTH * WIDTH =
471. 4 197.4 93054.36 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
410. 4 136. 4 55956.69 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
440. 9 166. 9 294296.22 (AREA OF MIDSECTION * 4)
CU. FT. [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
93054.4 294296.2 55956.7 1. 8
Total Designed Volume Available =805341. 54 CU. FT.

5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
477.0 203.0 96831.0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 96831.0 square feet
Design temporary storage period to be 180 days.
5A. Volume of waste produced
Feces & urine production in gal. /day per 135 lb. ALW 1. 37
Volume = 495720 lbs. ALW/135 lbs ALW 1. 37 gal/day 180 days
Volume = 905515.2 gals. or 121058. 2 cubic feet
5B. Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system or excess water. Flush systems
that recirculate the lagoon water are accounted for in 5A.
Volume = 0.0 gallons/day * 180 days storage/7. 48 gallons
per CF
Volume = 0.0 cubic feet
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall = 7. 0 inches
Volume = 7.0 inches * DA / 12 inches per foot
Volume = 56484.8 cubic feet
5D. Volume of 25 year 24 hour storm
Volume = 7. 5 inches / 12 inches per foot * DA
Volume = 60519. 4 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 121038 cubic feet
5B. 0 cubic feet

5D. 60519 cubic feet
TOTAL 2"'-62 cubic feet
6. SUMMARY
Temporary storage period====================> 180 days
Rainfall in excess of evaporation===========> 7.0 inches
25 year - 24 hour rainfall==================> 7.5 inches
Freeboard===================================> 1.0 feet
Side 2.8 : 1
Inside top length===========================> 477.0 feet
Inside top width=====______=_______=________> 203.0 feet
Top of dike elevation=======================> 49. 5 feet
Bottom of lagoon elevation==================> 37.6 feet
Total required volume=======================> 733782 cu. ft.
Actual design volume========================>805341. 54 cu. ft.
Seasonal high watertable elevation (SHWT)===> 42.7 feet
Stop pumping elev. ==________________________> 45.0 feet
Must be > or = to the SHWT elev. ==========> 42.7 feet
Must be > or = to min. req. treatment el. => 43.6 feet
Required minimum treatment volume===========> 495720 cu. ft.
Volume at stop pumping elevation============> 502143 cu. ft.
Start pumping elev. =________________________> 47.8 feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr - 24 hr rainfall===> 744822 cu. ft.
Volume at start pumping elevation-==== 1=====> 741117 cu. ft.
Required volume to be pumped================> 177543 cu, ft.
Actual volume to be pumped==============_=__> 238975 cu. ft.
Min. thickness of soil liner when required=-> 1.7 feet
7. DESIGNED BY: Q, Our APPROVED BY:
DATE: --cl DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:

I t ' r ( I r 1. i' T. r •i 1 I --�t I 1
' i 1_I, I t I ! ( I
# t I !
t_, _�. �. �_ s� 1 ��.T�6 � � �-�---�_!- TI_. � � �T ..1_I I r I I. ! .�,� i� �__._. F'cG�d.f F n_�Jl'►:;__��-�=�;._S
y - , - - p.-t 14 � r -6-��_ r � ..� � _.L_• � . 1{ _ III
w
- I
_
v
.I
! r
1
t
Wa}er As Shown N�3 3�.. I
fay �frvarS � _
F} bey � cI.S•8 �fb'3 b:r _ q6,3—_--=- -
0065lot
� p 13o�4oM 1
b I Elegy 37•s'
G 4E.? 46 4b•6 4 •I---47.3—
H6.
I
i
I
F
cl�S 1, 46•S i 7 47.5 - --
1
�DaY�arG��• I -_I
i
Efao
J
.9 "r— � y7.7 41?-I
l I s�l I I I
Q� Nb•`� I �4f7•I 1 �r)1 147 $ I 48.1 48 I - +f7•�
I o � � I •� � I I �'� �
prC�, C. S i i8S I I y6.6 ; I ci8•bl 48 --- —
o �a�d 7l3M-3Vr vu Elegy
155r
i
�& 49•0
,I
3fioo 11 0. ljoi)