710029_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 Pernrittee.
I. Farm Number: 71-0029 Certificate Of Coverage Number: AWS710029
2. Facility Name: J.K.Barnhill Topping 1
3. Landowners Name(same as on the Waste Management Plan): James Kenneth Barnhill
4. Landowners Mailing Address: 745 Piney Woods Rd
City: Burgaw State: NC Zip: 28425
Telephone Number: 910-540-3273 Ext. E-mail:
5. Facility's Physical Address: 3968 Slocum Rd
City: Atkinson State: NC Zip: 28421
6. County where Facility is located: Pender
7. Farm Managers Name(if different from Landowner):
g. Farm Manager's telephone number(include area code):
9. Integrator's Name(if there is not an Integrator,write"None"): Murphy-Brown LLC
10. Operator Name(OIC): Stanley T.Culbreth Phone No.: OIC#: 996568
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 Poultry
Gilts Other Non Laying Pullet
Other Layers

13. Waste Treatment and Storage Lagoons (Verify the following information is accurate and complete. Make all necessary
corrections and provide missing data.)
Estimated Liner Type Estimated Design Freeboard
Structure Date (Clay,Synthetic, Capacity Surface Area 'Redline"
Name Built Unknown) (Cubic Feet) (Square Feet) (Inches)
LAGOON NI 20.40
LAGOON q2
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: Title:
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]
i
FORM: RENEWAL-STATE GENERAL 02/2019

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Animal Feeding Operations Permit Application Form
(THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL)
NPDES General Permit - Existing Animal Waste Operations
L GENERAL INFORMATION:
1.1 Facility name: JK Barnhill
1.2 Print Land Owner's name: JK Barnhill
1.3 Mailing address: 745 Piney Woods Rd
City, State: Burgaw,NC Zip'28425
-
Telephone number(include area code): (910)540- 3273
1.4 Physical address: 5056 Slocum Trail
City, State: Atkinson, NC Zip:28421
Telephone number(include area code):
1.5 County where facility is located: Pender
1.6 Owner's email address:
1.7 Facility location(directions from nearest major highway, using SR numbers for state roads): US 701 N thru Elizabethtown
Continue 8.7 miles turn right on NC 53 E for 26.1 miles to NC 11 continue for 2.0 miles&turn right on Slocum Trail for.7
miles. Farm is on the left
1.8 Farm Manager's name(if different from Land Owner):
1.9 Lessee's/Integrator's name(if applicable; circle which type is listed): Murphy-Brown LLC
1.10 Facility's original start-up date: Date(s)of facility expansion(s)(if applicable):
2. OPERATION INFORMATION:
2.1 Facility number: 7171=29
2.2 Operation Description:
Please enter the Design Capacity of the system. The"No.of Animals" should be the maximum number for which the
waste management structures were designed.
Type of Swine No. of Animals Type of Poultry No. of Animals Type of Cattle No, of Animals
❑ Wan to Feeder ❑Layer _
❑ Beef Brood Cow _
Feeder to Finish 3672 ❑ Non-Layer ❑Beef Feeder _
❑ Farrow to Wean(#sow) _ ❑Turkey ❑ Beef Stocker Calf _
❑Farrow to Feeder(#sow) _ ❑ Turkey Poults ❑ Dairy Calf _
❑ Farrow to Finish(#sow) — ❑ Dairy Heifer _
❑ Wean to Finish(#sow) — ❑ Dry Cow _
❑ Gilts
— ❑ Milk Cow _
❑Boar/Stud _
❑ Other Type of Livestock on the farm: — No. of Animals:
FORM: NPDES-GEN 8/24/2010 Page 1 of 4

2.3 Acreage cleared and available for application(excluding all required buffers and areas not covered by the application
system): 3742 Required Acreage(as listed in the CAWMP): 3742
2.4 Number of lagoons: 2 Total Capacity(cubic feet): Required Capacity(cubic feet):
Number of Storage Ponds: Total Capacity(cubic feet): Required Capacity(cubic feet):'�`'�J, /
2.5 Are subsurface drains present within 100'of any of the application fields? YES is (circle(circle one)
2.6 Are subsurface drains present in the vicinity or under the waste management system? Y or (circle one)
2.7 Does this facility meet all applicable siting requirements? YES r NO (circle one)
3. REQUIRED ITEMS CHECKLIST:
Please indicate that you have included the following required items by signing your initials in the space provided next to each
item.
A icants Initials
3.1 One completed and signed original and one copy of the application for NPDES General Permit-
Animal Waste Operations;
3.2 Two copies of a general location map indicating the location of the animal waste facilities and
field locations where animal waste is land applied and a county road map with the location of
the facility indicated;
3.3 Two copies of the entire Certified Animal Waste Management Plan (CAWMP). If the facility
does not have a CAWMP, it must be completed prior to submittal of a permit application for
animal waste operations.
The CAWMP must include the following components. Some of these components may not have been required at the time
the facility was certified but must be added to the CAWMP for NPDES permitting purposes:
3.3.1 The Waste Utilization Plan(WUP)must include the amount of Plant Available Nitrogen(PAN)and
Phosphorus produced and utilized by the facility
3.3.2 The method by which waste is applied to the disposal fields(e.g. irrigation, injection, etc.)
3.3.3 A map of every field used for land application,with setbacks to surface waters or any conduits to surface
waters(including field ditches),with the exception of grassed waterways that are designed and maintained
according to NRCS standards.
3.3.4 The soil series present on every land application field
3.3.5 The crops grown on every land application field
3.3.6 The Realistic Yield Expectation(RYE)for every crop shown in the WUP
3.3.7 The PAN and Phosphorus applied to every land application field
3.3.8 The waste application windows for every crop utilized in the WUP
3.3.9 The required NRCS Standard specifications
3.3.10 A site schematic
3.3.11 Emergency Action Plan
3.3.12 Insect Control Checklist with chosen best management practices noted
3.3.13 Odor Control Checklist with chosen best management practices noted
3.3.14 Mortality Control Checklist with the selected method noted
3.3.15 Lagoon/storage pond capacity documentation(design, calculations,etc.); please be sure to include any site
evaluations,wetland determinations,or hazard classifications that may be applicable to your facility
3.3.16 Operation and Maintenance Plan
3.3.17 Phosphorus Loss Assessment Tool(PLAT)Results, including the data sheets for
each field.
FORM: NPDES-GEN 8/24/2010 Page 2 of 4

If your CAWMP includes any components not shown on this list,please include the additional components with your submittal.
(Composting, waste transfers,etc.)
4. APPLICANT'S CERTIFICATION:
I, J V7.11-1 �nW� 1 (Land Owner's name listed in question 1.2),attest that
this application for ,) K Y n A �r ry (Facility name listed in question 1.I)
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�/mjed to me as incomplete.
Signature �//v li �/�-+" Date
5. MANAGER'S CERTIFICATION: (complete only if different from the Land owner)
1, (Manager's name listed in question 1.6), attest that this
application for (Facility name listed in question 1.1)
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 as incomplete.
Signature Date
THE COMPLETED APPLICATION PACKAGE, INCLUDING ALL SUPPORTING INFORMATION AND MATERIALS,
SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DIVISION OF WATER RESOURCES
WATER QUALITY REGIONAL OPERATIONS SECTION
ANIMAL FEEDING OPERATIONS PROGRAM
1636 MAIL SERVICE CENTER
RALEIGH, NORTH CAROLINA 27699-1636
TELEPHONE NUMBER: [phone]
FAX NUMBER: [phone]
FORM: NPDES-GEN 8/24/2010 Page 3 of 4

DIVISION OF WATER RESOURCES REGIONAL OFFICES (9/05)
Asheville Regional WQROS Supervisor Washington Regional WQROS Supervisor Raleigh Regional WQROS Supervisor
2090 U.S. Highway 70 943 Washington Square Mall 1628 Mail Service Center
Swannanoa,NC 28778 Washington,NC 27889 Raleigh,NC 27699-1628
[phone] [phone] [phone]
Fax[phone] Fax[phone] Fax[phone]
Avery Macon Beaufort Jones Chatham Nash
Buncombe Madison Bettie Lenoir Durham Northampton
Burke McDowell Camden Martin Edgecombe Orange
Caldwell Mitchell Chowan Pamlico Franklin Person
Cherokee Polk Craven Pasquotank Granville Vance
Clay Rutherford Currituck Perquimans Halifax Wake
Graham Swain Dare Pitt Johnston Warren
Haywood Transylvania Gates Tyrell Lee Wilson
Henderson Yancey Greene Washington
Jackson Hertford Wayne
Hyde
Fayetteville Regional WQROS SupervisorMooresville Regional WQROS Supervisor Wilmington Region WQROS Supervisor
225 Green Street,Suite 714 610 East Center Avenue 127 Cardinal Drive Extension
Fayetteville, NC 28301-5094 Mooresville,NC 28115 Wilmington, NC 28405-3845
[phone] [phone] [phone]
Fax[phone] Fax[phone] Fax[phone]
Anson Moore Alexander Lincoln Brunswick New Hanover
Bladen Richmond Cabarrus Mecklenburg Carteret Onslow
Cumberland Robeson Catawba Rowan Columbus Pender
Harnett Sampson Cleveland Stanly Duplin
Hoke Scotland Gaston Union
Montgomery Iredell
Winston-Salem Regional WQROS Supervisor
450 Hanes Mill Road, Suite 300
Winston-Salem, NC 27105
Phone[phone]
Fax[phone]
Alamance Rockingham
Alleghany Randolph
Ashe Stokes
Caswell Sorry
Davidson Watauga
Davie Wilkes
Forsyth Yadkin
Guilford
FORM: NPDES-GEN 8/24/2010 Page 4 of 4

Murphy-Brown, LLC 7/19/2018 2822 Hwy 24 West
P.O. Box 856
Warsaw, NC 28398
NUTRIENT UTILIZATION PLAN
Grower(s): Kenny Barnhill
Farm Name: JK Barnhill Farm Facility 71-29
Count : Pander
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.
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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,ftW,tons,etc.):
Capacity Type Waste Produced per Animal Total
Farrow to Wean 3203 gal/yr galtyr
Farrow to Feeder 3861 gal/yr gal/yr
Farrow to Finish 10478 gal/yr gal/yr
Wean to Feeder 191 gal/yr gal/yr
Wean to Finish 776 gal/yr gal/yr
3672 Feeder to Finish 927 gal/yr 3,403,944 gal/yr
Gilts 1015 gaVyr gal/yr
Boars 2959 gaVyr gal/yr
Total 3,403,944 galtyr
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 Ibs/yr 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 Ibs/yr
Gilts 1.83 lbs/yr Ibs/yr
Boars 5.33 lbs/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: 37.42
Total N Required 1st Year: 13049.18
Total N Required 2nd Year: 0.00
Average Annual Nitrogen Requirement of Crops: 13,049.18
Total Nitrogen Produced by Farm: 6,132.24
Nitrogen Balance for Crops: (6,916.94)
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.
2 of 11

Reception Area Specifications
Tract Field Irrigated Soil let 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
Acreacie T e Code Apply Yield Ibs N/Unit Residual /Ac Utilized Code Aeply Yield the N/Unit Residual /A< Utilized LDs N/Ac Utilized
T743 1 0.88 GoA C March-Se t 6.5 46 299 263.12 L Se -A nl 1 50 50 44 349 307.12
T743 2 1.14 GoA C March-Se t 6.5 46 299 340.86 L Se t-A nl 7 50 50 57 349 397.86 T743 3 2.26 Nos C March-Se 6.4 46 294.4 665.344 L Se - nl 1 50 50 113 344.4 778.344
P43 4 2.6 NoA C March-Sept 6.5 46 299 777.4 L Se -A ril 1 50 50 130 349 907.4
T743 5 1.4 1 NOA C MamhSe t 6.5 46 299 4i8.6 L Se t-A nl t 50 50 70 349 488.6
T743 6 2.28 NoA C March-Se 5.5 46 299 681.72 L Se - nl 1 50 50 114 349 795.72
T743 7 2.93 NoA C March-Se t 5.5 46 299 876.07 L Se - ril 1 50 50 146.5 349 1022.57
T7438 3.27 NoA C March-Se t 6.5 46 299 977.73 L Se t-A ril 7 50 50 763.5 349 1741.23
T743 9 3 NOA C MarchSe t 6.5 46 299 897 L Se t-A nl 1 50 50 150 349 1047
T743 10 3.69 NoA C March-Se 6.5 46 299 7103.31 L Se - nl 1 50 50 184.5 349 1287.81
T743 11 3.79 NOA C March-Se 6.5 46 299 1133.21 L Se -A ril 1 50 So 189.5 349 111.71
P43 12 3.47 NOA C March-Set 6.5 46 299 1037.53 L Se -A N 1 50 50 173.5 349 1211.03
P43 14 1.62 NoA C MarchSe t 6.5 46 299 484.38 L Se - nl 1 50 50 81 349 565.38
P43 sub to 1.1 GOA C Mamh-Se 6.5 46 299 326.9 L Se -A ril 1 50 50 55 349 383.9
T743 suD 18 3.11 NOA C March-Set 6.5 46 299 929.89 L Se t-A ril 1 5o 50 15-5 349 1085.39
T743 sub 2 0.88 NOA C MarchSe t 6.5 46 299 263.12 L Se t-A ril 1 50 50 44 1 349 307.12
Totals: 37.42 11178.18 1871 73049.18
3(a)of 11

Reception Area Specifications
Tract Field Irrigated soll 1st Crop Time to 1st Crop 1st Crop Lbs N/Ac Lbs N Total Ibs N 2nd Crop Time to 2nd Crop 2rd Crop Lbs N/Ac Lbs N Total Ibs N Total Total Ibs N
Acreage Tvpe Code Appiv Yield Ibs N/Unit Residual /Ac Utilizetl Code Apply Yield Ibs N/Unit Residual /Ac Utilized Lbs N/Ac Utilized
Totals: 0 0 0 p
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/ r/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
T743 1 GoA B 0.4 1
T743 2 GoA B 0.4 1
T743 3 NoB B 0.5 1
T743 4 NoA B 0.5 1
T743 5 NoA B 0.5 1
T743 6 NoA B 0.5 1
T743 7 NoA B 0.5 1
T743 8 NoA B 0.5 1
T743 9 NoA B 0.5 1
T743 10 NoA B 0.5 1
T743 11 NoA B 0.5 1
T743 12 NoA B 0.5 1
T743 14 NoA B 0.5 1
T743 sub 1A GoA B 0.4 1
T743 sub 1B NoA B 0.5 1
T743 sub 2 NoA B 0.5 1
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Additional Comments:
This NUP has been updated to reflect the current irrigation design which
took out setbacks required for an NPDES permit. This update includes
using the current recommended rates and R.Y.S.'s. No other changes
have been made.
7of11

NUTRIENT UTILIZATION PLAN CERTIFICATION
Name of Farm: JK Barnhill Farm Facility 71-29
Owner: Kenny Barnhill
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: Kenny Barnhill /� q
Signature: XJ -7I 1_ I 11 D
Date
Name of Manager(if different from owner):
Signature:
Date
Name of Technical Specialist: Toni W. King
Affiliation: Murphy-Brown, LLC.
Address: 2822 Hwy 24 West, PO Drawer 856
Warsaw, NC 28398
Telephone: [phone]
Signature: �. '�—�q— kc�
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.
10 of 11

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

1 JK Barnhill'Farm Fic 71-29
ll Field Acre and Boer Area Map
> � j
low
T t VAsfes 17.3Ac +/-
tted acres-14.5Ac(s below) ;' Total Acres 16.OAc +/•
ken from 0tigi al wetted acre 'map
1.1.1.2,1• 4,17,1• ,1.9 wetted acres 11.1Ac(see below)
\� \ pulls taken from original wetted acres map
Buf-1 2.8Ac 1.6.1.6,1-10,1-11,1.12
/ But-2 4 Me
a.
s Pull
je s`1 2.14
a�
� 'k S::ti•;� /
.4 1
y
4 ,.'`

Sheet1
IRRIGATION SYSTEM DESIGN PARAMETERS
Landowner/Operator Name: Kenny Barnhill, X Barnhill Farm; Fac. No.: 71-29 County: Fender
Address: 745 Piney Woods Rd Wetted Acreage
Burgaw, NC 28425 Date: 6/6/2018
Telephone: [phone]
Table 1 -Field Specifications
Approximate Maximum
Maximum Maximum Application
Useable Size Application per Irrigation
Field of Field Rate Cycle
Number acres Soil Type Slope% Crop(s)( In/hr (inches) Comments
1A 0.88 Goldsboro 0-6 Bermuda rass/Overseed 0.5 1 Pull 1
1 B 29.83 Norfolk 0-6 Bermuda grass/Overseed 0.5 1 Pulls 2-12
2 1.62 Norfolk 0-6 Bermuda grass/Overseed 0.5 1 Pull 14
32.33

Sheet2
TABLE 2 -Travelling Irrigation Gun Settings
Make, Model and Type of Equipment: Amadas 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. Len th(ft) feet Inches at Gun(psi) at reel(psi) Pattern Comments-Acres per pull
1 3.57 0.48 113 176 251 0.86 55 85 180 0.88
2 2.85 0.39 169 148 251 0.86 55 85 220 1.14
3 1.94 0.26 180 433 251 0.86 55 85 330 2.26
4 1.94 0.26 180 515 251 0.86 55 85 330 2.60
5 3.57 0.48 116 -422 251 0.86 55 85 180 1.40
6 1.94 0.26 180 439 251 0.86 55 85 330 2.28
7 1.94 0.26 180 597 251 0.86 55 85 330 2.93
8 1.94 0.26 180 679 251 0.86 55 85 330 3.27
9 3.57/1.94 0.48/0.26 90/216 4351320 251 0.86 55 85 180/330 3.00
10 2.85/1.94 0.39/0.26 140/180 4531427 251 Us 55 85 2201330 3.69
11 1.94 0.26 180 805 251 0.86 55 85 330 3.79
12 1.94/2.85 0.26/0.39 216/134 294/486 251 0.86 55 85 330/220 3.47
14 2.85 0.39 153 319 251 0.86 55 85 220 1.62
TOTAL 32.33

Sheet3
TABLE 3 -Solid Set Irrigation Gun Settings
Make, Model and Type of Equipment N/A
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 Pipelines Pipelines (in/hr) ((inches) at Gun si at H drant hr. Comments-Acres per zone
0
TOTAL 0.00

Sheet4
TABLE 4 - Irrigation System Specifications
Traveling Solid Set
Irri ation Gun Irrigation
Flow Rate of Sprinkler m 100 0
Operating Pressure at Pump (psi) 96.2 #DIV/01
Design Precipitation Rate in/hr 0.24 0.00
Hose Length feet 880 XXXXXXXX
Type of Speed Compensation Mechanical XXXXXXXX
Pump Type PTO, Engine, Electric Engine En ine
Pum 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 degree bend 4.7 2.3 0.6
Pagel

Sheet5
IRRIGATION SYSTEM DESIGNER I i
Cam a a
Name: Micah Kevin Weston, CID
a
Company: Murphy-Brown, LLC dba Smithfield Hog Production o
Address: 2822 Hwy 24 West, P.O. Box 856 Warsaw, NC 28398 z
Phone: [phone] On2919
SIG
E&
Required Documentation � lT$.1%
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 a "wetted acreage" determination only, for an existing facility to meet NPDES permit
setbacks. The acres were calculated based on the equipment specified, producer provided calibration
information, and the charts created by NCSU for calculating Area Allowances for Hard Hose Traveler
Systems.
Refer to owner's manual and irrigation dealer for information on maintenance, winterization, and operation of
system.

Sheet7
CALCULATIONS
Sprinkler Specifications
Sprinkler Type: Nelson 150
Nozzle Size: 0.86 inches
Sprinkler Pressure: 55 psi
Flowrate(GPM): 100 gpm
Wetted Diameter: 251 feet * Reflects field measurement
Lane Spacings
Desired Spacing (%): 70 %
Design Spacing(feet): 175.7 *PVC irrigation pipe normally comes in 20' pieces,
so round to the nearest multiple of 20.
Actual Spacing (feet): 180 feet
Actual Spacing (%): 72 %
Application Rate
Application Rate= (96.3xFlowrate)/(3.1415x(.9xradius)squared)
Design App. Rate = 0.24 in/hr
300 degree arc= 0.29 in/hr 330 degree arc= 0.26 in/hr
220 degree arc= 0.39 in/hr
180 degree arc= 0.48 in/hr
Traveller Speed
Travel speed = 1.605 x Flowrate/ Desired application amount x Lane Spacing
Desired app. (in.) = 0.5 inches 360 degree arc= 1.78 ft/min
300 degree arc = 2.14 ft/min 330 degree arc = 1.94 ft/min
220 degree arc= 2.85 ft/min
180 degree arc= 3.57 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: 4 inches
Velocity= 2.55 ft/sec.
Page 1

Sheet8 (2)
JK Barnhill Farm; Fac. No.: 71-29
Acreage Calculations 6/6/2018
f180433
Acres Total Acres Start End Stop End Total
Pull# (midsection) (midsection) ac. ac. Pull Acres
1 0.457 0.457 0.230 0.190 0.88
2 0.574 0.574 0.352 0.212 1.14
3 1.789 1.789 0.468 0.000 2.26
4 180 515 2.128 2.128 0.468 0.000 2.60
5 116 422 1.124 1.124 0.276 0.000 1.40
6 180 439 1.814 1.814 0.468 0.000 2.28
7 180 597 2.467 2.467 0.468 0.000 2.93
8 180 679 2.806 2.806 0.468 0.000 3.27
9 90 435 0.899 2.486 0.514 0.000 3.00
216 320 1.587 0.000 0.000 0.000 0.00
10 140 453 1.456 3.220 0.468 0.000 3.69
_ 180 427 1.764 0.000 0.000 0.000 0.00
11 880 805 3.326 3.326 0.468 0.000 3.79
12 216 294 1.458 2.953 0.514 0.000 3.47
134 486 1.495 0.000 0.000 0.000 0.00
14 153 319 1.120 1.120 0.312 0.190 1.62
0 0 0.000 0.000 0.000 0.000 0.00
0 0 0.000 0.000 0.000 0.000 0.00
0 0 0.000 0.000 0.000 0.000 0.00
0 0 0.000 0.000 a000 0.000 0.00
0 0 0.000 0.000 0.000 0.000 0.00
Total:Acres 32.33
Page 1

JK Barnhill Far
Fac. No.: / 1 -29 Lagoon Hog House
Specifications: PDIIS
Hog House Amadas Traveler w Nelson 150
w/0.86" Nozzle 0 55 PSI
100 GPM; 251' WD (Field Measured)
180' Lane Spacings (TYP)
Pull k Acres
2 1.14 Total Fld 1A = 1.98 Ac.
3 2.26 Lagoon Wetted (Pull 1) = 0.88 Ac.
4 2.60 Sub 1A = 1.10 Ac.
5 1.40
6 2.28
7 2.93 Hog House Total Ad 1B = 32.94 Ac.
8 3.27 Wetted (Pulls 2-12) = 29.83 Ac.
9 3.00 Well Sub 18 = 3.11 Ac.
10 3.69 1 U /'�'
11 3.79 i� ! '' ,. Total Ad 2 = 2.50 Ac.
12 3.47 i .. Offset
14 1.62 ;!''! = 1.62 Ac.
Wetted (Pull 14)
Total 32.33 .,-_..._..._..._..._.._.._._.._._.._...___. Sub 2 = 0.88 Ac.
. .... ss•vwewiae saieaa •.
Rawl S' etup Point
Wetlands
2
' Sproyfields Leased from
Haywood P Debnam Trustees at al
•?*• All Residences Owned by
5 !tnyz Q Haywood P Debnam Trustees at al
Fj
7 10 i
i
8 it
11
9
12
h 3 /
002919 Y
e bES t 6 NEB Residences '`:"''. 14
W/200r
4' 1 N 01 ' Offsets +
G API IC SCALE a
A
300 0 150 300 600
1 Pond
�i
i
I �
( IN FEET )
I inch = 300 ft.

Phosphorus Loss Assessment Tool Completion
Name of Facility: Facility Number:_'I L-_2�9_
Owners)Name: �tkww_ e K� � s ram` ,� Phone No:010,-540-3;t-V3
Mailing Address: n!:NS_'V`t rtie
Check the appropriate box below, and sign at the bottom:
No fields received a high or very high rating.
❑ Yes, the fields listed below received a high or very high rating:
Field Number Size(Acres) Rating (High or Very Nigh)
Please use as many additional attachment forms(PLAT-A-07-15-16)as needed for additional fields.
By completing the above section and any additional attachments and by signing this form, the facility owner
and Technical Specialist acknowledge all application fields were evaluated within the last five(5)years using
the Phosphorus Loss Assessment Tool. All necessary calculations were completed to conduct the
Assessment. A copy will be kept on site with the Certified Animal Waste Management Plan. Any future
modifications must be approved by a technical specialist and filed with the Soil and Water Conservation
District prior to implementation. Waste plans with fields having a high or very high rating will have to be
modified to address phosphorus loss by the next permit cycle beginning July 1,2017.
Owner Name: n `
Owner Signature: CG Date: 7 I 9
Technical Specialist Name: pri't
Technical Specialist Signature: Date: 9--\`a1-- 1 :i
Affiliation: '!srvC� ,p1� 1�' Phone No: qW- G - 34?4
Submit this form to:
NC Division of Water Resources
Water Quality Regional Operations Section
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh,NC 27699-1636
PLAT-07-15.16

NCANAT Version: 2 . 02
PLAT Results For: Ponder 7/19/2018 10: 19: 55 AM
INPUTS
Calendar Year:
County: Pender
Producer Identifier: 71-29
Tract Number: T743
Field Number: 1-4, 7-9, SublA&1B
Soil Series : NoA: Norfolk loamy fine sand, 0 to 2 percent slopes
Crop: Hybrid Bermudagrass (Pasture)
Fertilizers : Swine-Lagoon liquid
Yearly Applied Amount: 3. 43 ac in
Lb P2O5: 53 . 4 lb
Application Method: All other surface applications
Soil Loss : . 0555 t/ac/yr
Receiving Slope Distance 0-9 ft
Soil Test 0" - 4" 80
WV Factor (DATABASE) 1 . 4
Hydrologic Condition: GOOD
OUTPUTS
PARTICULATE P = 0
SOLUBLE P = 3
LEACHATE P = 0
SOURCE P = 5
TOTAL P RATING = 8 (LOW)

NCANAT Version: 2 . 02
PLAT Results For: Pender 7/19/2018 10 : 21 : 10 AM
INPUTS
Calendar Year:
County: Ponder
Producer Identifier: 71-29
Tract Number: T743
Field Number: 5-6, 10-12, Sub 1B
Soil Series : NoA: Norfolk loamy fine sand, 0 to 2 percent slopes
Crop: Hybrid Bermudagrass (Pasture)
Fertilizers : Swine-Lagoon liquid
Yearly Applied Amount: 3 . 43 ac in
Lb P205: 53. 4 lb
Application Method: All other surface applications
Soil Loss : 0 . 0555 t/ac/yr
Receiving Slope Distance 0-9 ft
Soil Test 0" - 4" 76
WV_Factor (DATABASE) 1 . 4
Hydrologic Condition: GOOD
OUTPUTS
PARTICULATE P = 0
SOLUBLE P 3
LEACHATE P = 0
SOURCE P = 5
TOTAL P RATING = 8 (LOW)

NCANAT Version: 2 . 02
PLAT Results For: Pender 7/19/2018 10 :22 : 19 AM
INPUTS
Calendar Year:
County: Render
Producer Identifier: 71-29
Tract Number: T743
Field Number: 14, Sub 2
Soil Series : NOB: Norfolk loamy fine sand, 2 to 6 percent slopes
Crop: Hybrid Bermudagrass (Pasture) .
Fertilizers : Swine-Lagoon liquid
Yearly Applied Amount: 3. 43 ac in
Lb P205: 53 . 4 lb
Application Method: All other surface applications
Soil Loss : 0 . 0555 t/ac/yr
Receiving Slope Distance 0-9 ft
Soil Test 0" - 4" 74
WV_Factor (DATABASE) 1 . 4
Hydrologic Condition: GOOD
OUTPUTS
PARTICULATE P = 0
SOLUBLE P = 2
LEACHATE P = 0
SOURCE P = 5
TOTAL P RATING = 7 (LOW)

WLM ..,. 1 l��l P�I� M'.1
i, 1 743 4.7-9.Ob IA&181 -- i - i - 1. �j 017 15
.�DIU MG NT
N� 21VL
M 23� E�I-
�2
11 1,1 4 17 OB 14 111

Waters Agricultural Laboratories,Inc.
364 West Park Drive Warsaw,NC 28398 257 Newton Hwy-P.O.Box 382 ?os a -
164 [phone] FAX[phone] Camilla,Georgia 31730
[phone] FAX[phone]
JK BARNHILL Soil Analysis Report Grower: XBARMOI.L A=unW 2205
745 PINEY WOODS RD NCDA Index Field ID: 71-29 Received' 7/13/2018
BURGAW,NC 28421 Processed: 7/17/2018
LID:
Wzle' C � [ = 0 0 0 E
Lab Number , Sample ID P-I KI Mg% Ca% pH Ac S-I Zn-I Zn-AI Mn-I, Mn-AI Cu-I CEC BS% HM% Soil Class
820219TW!1 ! 80 191 174 67.9 6.3 D6 61 175 175 25 27 79 10.6 84.3 1.68 Min
Recommendations-Ibs/A 'Lime-Tons/A. C P205I K20 [ IK CC--j Z_I FB- Mm ISee Note
Crop BERMUDA Pasture M 0.0 220 0 0 0 0 0 0 12
6202207rN 2 76 178 17.5 68.2 83 0.8 51 171 171 25 27 78 10.4 j 92.3 1.81 Min
Recommendations-Ibs/A [P205f =�O [ _S' Cu 'ZrI 8� IN1n See Note
Crop BERMUDA Pasture M 0.0 220 0 0 0 0 0 0 12
820221TW,3 74 154 16.7 67.2 6.3 0.8 47 1 160 160 25 2B 73 9.8 91.8 1 1.31 Min
Recommendations-IbslA lime-Tons/A� EN 'P205 K20 Mg, 5, Cu iSea Not.
Crop BERMUDA FeatureM 0.0 220 0 0 0 0 0 0 12
Fertilizer recommendations are based on the philosophy and recommendations of the NCDA Agronomic Division
DWO Laboratory Certification Number 636

Before'Starling CAUION -
Excavation
Check for Underground Uti;ities
Cd-EI,.ATC14;
Planse review the Tttnzhed Wa" and s+peclflca'lions carefully. Retain
tr: is pIan For your use and r':;z_,, ds . it is strongly recommended that
UQ • ... ur contractor" , and Soil Conservation Service personnel are in
ajreemo nl; as to how the Waste lagoon is to be constructed. The Soil
-nwervatlon Service personnel will meet with all concerned parties and
':• lw "Veer the site to explain :ill flag; and markings . It is important
Mal, everyone understand � :�x' what i �� expected _o that final
c .;+nstr-uction
, ,:at; plans and specification 1 the n and .job can be certified for payment
ill CGS: Y..;+.liir' llig IS involved ) .
Fhe pad dimensions and grades are the test estimate . The GUILDER or-
CONTRACTOR is RESPONSIBLE for final layout and design of the pads . The
16011 Conservation 5er-vice personnel will assist in a limited capacity,
as its ma, r concern is the proper design and construction of the waste
treatment lagoon .
The a._ 'tual amount of material required for pads and darn may vary from
the estimates „ The design will attempt to balance cuts and fills as
Close as possible . If additional material is required after
construction Is Complete on the lagoon , the contractor and owner will
negotiate on the price and location of borrow area.
NOTE: Design Requirement: _ +{& (<g cu. ft . = -J7,-16L ---cu, yds .
Estimate of Excavation : _ 3iO4,1 j _cu, ft . = __r1yg X ---cu. yds .
Estimate of Pad a Dike : _ 25g 993.75cu. ft. _ y,29�--_cu. yds .
I-___._ Ration
Job Class----____-- ---Z1719L -
Da'te
Designed By:_-.Ami -nVISd A C#-�k -2&-
-
-------------
Name
Design Approval ;
-- - --------- ----
Name
Date
1

'
.
Jperator:Haywood [>ebnam County: Pender Date: 02/07/91
Di . ance to nearest residence ( other than owner ) : 0.0 feet
I . STEADY STATE LIVE WEIGHT
0 sows ( farrow to finish ) x 1417 | bs = O } �
0 sows ( farrow to feeder ) x 522 | bs " s
2448 head ( finishing only) x 135 | bs � � » } hs
0 sows ( farrow to wean) x 433 | bs ^ � ?3048u ( bs
9 head (wean to feeder ) x 30 | bs � = O | bs
. z 0 | bs
TOTAL STEADY STATE LIVE WEIGHT (SSLW) = 330480 | bs
�^ MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 330480 | hs . SSLW x Treatment Vo | ume (CF) / | b SSLW
Treatment Vo | ume (CF)/ | b ^ SSLW= 1 CF/ | b SSLW
Volume = 330480 cubic feet ^
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0^0 cubic feet
�^ TOTAL DESIGN VOLUME
Inside top length 315"0 feet ; Inside top width 200 0 feet
Top Of dike at elevation 51 ^2 feet "
Freeboard 1 ^0 feet ; Side slopes 2.�j : 1 ( Inside lagoon )
Total design lagoon liquid level at elevation 50,2 feet
Bottom of lagoon elevation 40^2 feet
Seasonal high water table elevation 0^0 feet
Total design volume using prismoida | formula
SS/EHDI SS/END2 SS/SIDE1 5S/5IDE2 LENGTH WIDTH DEPTH
2,5 2.5 2^5 2.5 3i0`0 1?5^0 10.0
AREA OF TOP
LENGTH * WIDTH =
310"0 1?5.0 60450^0 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
260^0 145,0 37700"0 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
285"0 170^0 193800.0 (AREA OF MIDSECTION * 4>
CU. FT. [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
/^ 60450^0 193800.0 37700.0 1 . 7
VOLUME OF LAGOON AT TOTAL DESIGN LIQUID LEVEL � 486583 CU. FT.

5. TEMPORARY STORAGE REQUIRED
�
DRAINAGE AREA:
Lagoon ( top of dike )
Length * Width �
315^3 200.0 63000.0 square feet
Buildings (roof and lot water )
Length * Width =
0,0 0.0 0.0 square feet
TOTAL DA 63000.0 square feet
Design temporary storage period to be 180 days .
NA" Volume of waste produced
Approximate daily production of manure in CF/L8 SSLW 0,00136
Volume = 330480 Lbs , SSLW * CF of Waste/Lb /D
Volume = 80705 cubic feet ^ ay * 180 days
Volume of wash water
This is the amount of fresh water used for washing floors'
of fresh water used for a f ( ush system F | ush sytem »r «» / «me
the | a3»»n water are accounted for in ^ systems that recirculate
`A "
Volume = 0^0 gallons/day * 180 days stora8e/7,48 8a | ! "ns
Volume = 0"0 cubic feet Per CF
;C" Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount '
180 days excess rainfall
7^0 inches
Volume = 7.0 in * DA / 12 inches per foot
Volume = 36750.0 cubic feet
n

�
VO | ume of 25 year - 24 hour storm
Volume = 7.0 inches / 12 inches Per foot * DA
Volume - 36750,0 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A^ 80705 cubic feet
58^ 0 cubic feet
5C" 36750 cubic feet
5D, 36750 cubic feet
TOTAL 154205 cubic feet
�. SUMMARY
Total required volume 494685 cubic feet
Total design volume avail . 486583 cubic feet
Min . req " treatment volume Plus sludge accumulation 330480 cubic feet
At elev. 0.0 feet ; Volume is -420673 cubic feet ( end pumping)
-` Total design volume less 25yr-24hr storm is 449833 cubic feet
At elev. ()"0 feet ; Volume is -420673 cubic feet ( start pumping )
Seasonal high water table elevation 0.0 feet
DESIGNED BY: APPROVED 8Y:
DATE:
DATE-
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
�

-
VEGETATION PLAN FOR LAGOON, PADS, ETC.
All disturbed areas ( except wet area inside lagoon & building locations )
will be stabilized with grasses agreed to Sy SCS and the | andopner .
This vegetation plan will he s part of the design plan and '
specifications. Temporary and/or permanent cover will be established as
soon as possible after construction is complete .
Procedure :
1 " Broadcast and incorporate 2 tons of do | ometic lime and 800 | bs of
10-10-10 fertilizer per acre ( or follow soil test ) .
Z. Prepare smooth seed bed with farm equipment .
3. Seeding (variety and rate)
_m��w�m�___^-_____.
_ /___ �u __ ]11��_��,_____-__
------------------------------------------------------------
-----------`-^-~----~-----`~-~-^^--'^------------------------
.--------.........-------------------------------------------------
4. Mulch all areas exceeding 2% slope with small grain straw at the
rate of 2 tons per acre (90% ground cover ) .
5" Maintain vegetation by mowing to control weeds and fertilize and
lime to maintain a healthy stand .

SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT T LAGOONS
-------------------------------------------------------------
C l ear i ng :
------------
All trees and brush shall be removed from the construction area
before any excavating or 'fill is started . Stumps will be removed
within the area of the foundation of the embankment and fill areas
and all excavated areas . All stumps and roots exceeding one ( 1 )
inch in diameter shall he removed to a minimum depth of one ( 1 )
fool. Satisfactory disposition will be made of all debris . The
foundation area shall be loosened thoroughly before placement of
embankment material .
Cut-off Trench :
----------------
A cut--off trench (when specified ) shall be installed as shown in
the plans.
Constructione
Construction of excavated and earthfill areas shall be performed t :
the neat lines and grades as planned . Deviations from this will
require prior- approval of the SCS. Earthfill shall
I not be placed
in standing water and reasonable compaction of the fills shall be
performed by the construction equipment or sheep,-foot roller during
placement . The embankment of the lagoon shall be installed using
the more impervious materials . Construction of fill heights shall
include ten ( 10) percent for settlement . To protect against seepage,
when areas of unsuitable material are encountered , they will need to
be excavated a minimum of and ( 1 ) foot below grade and backfilled and
compacted with a suitable material ( ie-CL,SC,CH) . Refer- to the soils
investigation information in the plans for special considerations .
Precautions should be taken during construction to prevent excessive
erosion and sedimentation .
Vegetation ;
------------
All exposed embankment and other bare constructed areas shall be
seeded to the planned type of vegetation as soon as possible after
construction .

f r i WHOM 1 T MAY CONCERN-
I hereby acknowledge that .the SOS personnel have explained to me
the procedure for computing storage needed in my swine operation . Also ,
I understand that the disposal lagoon will have to pumped periodicaIIy
and this material will be applied on the land in a manner that will not
cause any runoff . I further understand that approximately
_pis{-ur-a acres of land wi l I be needed to
effectively dispose of the waste from the proposed swine operation.
La �l!--•---
n - owner• ate
SOS Technician Date —

MAY 3 0 1989
NAME: ----
OPERATION AND MAINTENANCE
This lagoon is designed for waste treatment with minimum odor
control . The time required for the planned fluid level to be
reached may vary due to soil conditions and flushing operations.
Land application of waste water is recognized as an acceptable
method of disposal . Irrigation by using solid set, center pivot,
gun, or traveler is the preferred and most efficient method to
dispose of the effluent from the lagoon . Care should be taken
when applying waste to prevent damage to the crops and to prevent
runoff from the fields.
The following items are to be carried out:
1 . Begin pump-out of the lagoon when fluid level reaches invert
of the outlet pipes or at a pre-determined elevation, (jo,g
Z. Stop pump-out before the lagoon depth is less than 6 feet A CAS-
deep or at a pre-determined depth. (This prevents the loss of
favorable bacteria.)
3. The recommended amount to apply per irrigation is one inch,
and Maximum recommended application rate is 0.5 inch per hour.
4. It is recommended that the treatment lagoon be precharged to
1/Z its capacity to prevent excessive odors during beginning
stages of the operation . . Precharging reduces the concentration
of the initial waste entering the Lagoon therelzy reducing ordors.
Solids should be covered with water at all tune's .
5. Keep vegetation on the embankment and areas around .the lagoon
and buildings mowed .
6. Repair any eroded areas and establish in vegetation.
7. The Clean Water Act of 1977 prohibits the discharge of
Pollutants into waters of the United States . The Department of
Natural Resources and Community Development (DNRCD) , Wastewater
Management Section, has the responsibility for enforcing this
law.
S. All surface water is to be diverted from the lagoon to an
adequate and stable outlet.
NOTE: An analysis of the waste water can be obtained at commercial
laboratories or at a fee of $3 Per sample at:
N.C. Departme^c :; Agriculcure Plant Analysis Lab
Agronomic Division
Slue Ridge Road Center
Raleigh, N.C. 27611
Ph. (919) 733-2655

OPERATI-A AND MAINTENANCE PLAN
------------------------------
This lagoon is designed for waste treatment with minimum odor
control . The time required for the planned fluid level to be
reached may vary due to soi | conditi "ns , f | ushinS operations , and
the amount of fresh water added to the system"
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 runoff from the field or damage
to crops .
The fo | | owing 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-charoin3 reduces the concentration of the initial
waste anterinS the | a3oon thereby reducing odors , Solids should be
covered with effIuent at all times .
2, The attached waste utilization plan shall be followed . This
plan recommends sampling and testing of waste ( see Attachment B)
before land application .
3" Begin pump-out of the lagoon when fluid level reaches eleva -
tion 0`0 as marked by permanent markers . Stop pump-out when
the fluid level reaches elevation 0.0 or before fluid depth is
—` less than 6 feet deep ( this prevents the loss of favorable
bacteria) "
4. The recommended maximum amount to apply per irrigation is
one ( 1 ) inch and the recommended maximum application rate is 0.4
inch per hour .
5. Keep vegetation on the embankment and areas adjacent to the
lagoon wowed annually . Vegetation should be fertilized as needed
to maintain a vigorous stand "
6. Repair any eroded areas or areas damaged by rodents and
estab | i sh in veSet at i on ,
7. All surface runoff is to be diverted from the lagoon to stable
outlets .
C. 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 Mana8ement / has the responsibility for enforcing this law..
r

STATE OF NORTH C IOLINA
DEPARTMENT OF NATURAL RESOURCES
AND COMMUNITY DEVELOPMENT
RALEIGH, NORTH CAROLINA
WARDS CORNER IJUNL.U.S.A1r11J KM a5 RSW 1'� lO' 'B1
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United States Sail
Mi 0e0arttn"I 0l
atiIXt
Ag serace
ncuiture
Service
OPERATOR:
J/y 619
Please review the attached plan and specifications carefully. Retain
this plan for your use and records. it is strongly recommended that you,
your contractor, and Sail Conservation Serviee personnel are in agreement
as to how the waste lagoon is to be constrViced. The Sail Conservation
Service personnel will meet with all concerned parties and walk over the
site to explain all flags and markings. It is important that everyone
understand what is expected so that final construction meets plans and
speciFicacion and the job can be certified for payment (if cast-sharing
is involved) . 4
The pad dimensions and grades are the best estimate. The BUILDER or
CONTRACTOR is RESPONSIBLE for final layout and design of the pads. The
Soil Conservation Service personnel will assist in a limited capacity,
as its major concern is the proper design and construction of the waste
treatment: l aocon,
The actual amount Of material required for pads and' dam may vary from the
estimates. The design will attempt to balance cuts and fills as close as
Possible. If additional material is required after construction is ccmplete
on the lagoon, the contractor and owner will negotiate on the price and
location of borrow area.
NOTE: Design Requirement:
Cu.ft. cu.yds..
Estimate of Excavation: /�� SOU `
u.ft. � _ cu.yds.
Estimate of Pad b Dike: 149�4�97cu.fC.
Jni'�cu.yds.
Ration
Job Class
Data
Designed By
Name
Design Approval
Name
Date
I
Thar Saa CO 21 411M SN IGO
•r an aq�ney Of rM
Inn e:rr•.+r v a..nc...r...n

x v'
/Z
-r j1Z
71-11,
Z)V
�
C/
4-1
.4v
d 77-1v,-- 1'/'9

SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
---------- -------------------------------------------------
Flea.ring :
-----
All trees and brush shall be removed from the construction area
before any excavating or fill is started . Stumps ri I I be remove,
within the area of the foundation of the embankment and fill areas
area all excavated areas . All stumps and roots exceeding one 11 )
inch in diameter shall be removed to a minimum depth of one ( 1)
foot . Satisfactory disposition will be made of all debris . The
foundation area shall be loosened thoroughly before placement of
embankment material .
Cut-off Trench :
----------------
A cut-off trench (when specified) shall be installed as shown in
the plans .
Construction :
--------------
Construction of excavated and earthfill areas shall be performed to
the neat lines and grades as planned . Deviations from this will
require prior- approval of the SCS. Earthfili shall not be placed
in standing water and reasonable compaction of the fills shall be
performed by the construction equipment or cheeps-foot roller during
placement . The embankment of the Ia.goon shall be installed using
the more impervious materials. Construction of fill heights shall
include ten ( 10) percent for settlement. To protect against seepages
when seas of unsuitable material are encountered , they will need to
be excavated a minimum of one ( 1 ) foot below grade and backfilled and
compacted with a suitable material ( ie-CL,SC,CH) . Refer- to the soils
investigation information in the plans for special considerations.
Precautions should be taken during construction to prevent excessive
erosion and sedimentation .
Vegetation :
------------
All exposed embankment and other bare constructed areas shall be
seeded to the planned type of vegetation as soon as passible after-
construction .

R
OperatorcH. Debnam County: Pender Datei 2--2--90
Distance to nearest residence (other than owner ) ;, 1.200.0 feet
1 . STEADY STATE LIVE WEIGHT
0 sows x. 0 lbs. :. 0 lbs,
boars x lbs. = 0 lbs
litters x pigs/litter x lbs. /pig = 0 lbs
0 sows (farrow to finish ) x 1417 lbs. _= v lbs
sows (farrow to feeder ) x 522 lbs. _ 0 lbs
1.224 head (finishing on x 1.35 lbs. _ 16524o
TOTAL STEADY STATE LIVE: WEIGHT (SSLW) 165240 lbs
2.. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume =- 165240 lbs. SSLW x Treatment Volume(CF) /lb . SSLW
Treatment Voluime(C:F) /lb . SSLW= 1 .00 CF/lb. SSLW
Volume = 165240.0 cubic_ feet
3. DESIGN TREATMENT VOLUME
- Maintain treatment lagoon liquid level at elevation feet
Bottom of lagoon elevation 35.0 feet
Lagoon size (for treatment lagoon liquid volume) using prismodal formula
LENGTH WIDTH SS/ENDI SS/END2 SS/SIDE1 SS/SIDE2 DEPTH
180.0 180.0 3.0 3.0 3.0 3.0 6.5
200, V 115 d
AREA OF TOP
LENGTH * WIDTH =
180.0 1.80.0 32400.0 (AREA OF TOP)
AREA OF BOTTOM
Lb * Wb =
141 .0 141 .0 19881 .0 (AREA OF BOTTOM)
AREA OF MIDSECTION
(Lm * Wm) *4 =
160.5 160.5 E03041 .0 (AREA OF MIDSECTION # 4)
CU., FT. = [AREA TOP + (4#AREA MIDSECTION) + AREA BOTTOM] # DEPTH/6
32400.0 103041 .0 19881 .0 r 1 .083
VOLUME OF LAGOON AT TREATMENT LIQUID LEVEL = 1.68265.5 CU. FT.
`- TOP OF LAGOON ELEVATION ( INCLUDES TEMPORARY STORAGE AND FREEBOARD)
Place spoil as a continuous dike to elevation 45.0 feet .

5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon ( top of dike)
Length * Width =_
201 .0 201 .0 40401 .0 square feet
Buildings (roof and lot water)
Length * Width =
0.0 0.0 0.0 square feet
TOTAL DA 40401 .0 square feet
Pumping cycle to be 180.0 days.
5A. Volume of waste produced
Approximate daily production of manure in CF/LB SSLW 0.00135
Volume = 165240.0 Lbs . SSLW * CF of Waste/Lb . /Day 180.0 days
Volume = 40153.3 Cubic feet
Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a slush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume = 0.0 gallons/day 190 days in cycle / 7.42 gallon
per cu. ft.
Volume = 0.0 cubic feet
SC. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount .
Rainfall to = 48.0 inches
Evapor . = 40.5 inches
Excess rainfall (difference) 7.5 inches
Volume = 7.3 in * DA / 12 inches per foot
Volume = 25250.6 cubic feet

5D. Volume of 25 year -- 24 hour storm
Volume _ 7.5 inches / 12 inches per foot DA
Volume = 25230.6 cubic feet
TOTAL. REQUIRED TEMPORARY STORAGE
5A. 40153.3 cubic feet
5B, 0.0 cubic feet
5C. 25250.6 cubic feet
5D. 25250.6 cubic feet,
TOTAL. 90654.6 cubic feet
6. DEPTH OF STORAGE REQUIRED (ABOVE LAGOON TREATMENT VOLUME E:I....EVATION)
Depth required = Volume of temporary storage divided by the
average area of the temporary storage
Depth required = 90634.6 cubic feet/ 35212.5 square feet
Depth required = 2.6
Top of dike elevation
45.0 -Feet
Lagoon treatment liquid elevation = 0.0 feet
Depth between top of dike and treatment liquid level = 45.0 feet
Depth required = �2. feet kW —
Freeboard = Cr feet
Total depth required = 3.6 feet
NOTE.: .IF THE DEPTH BETWEEN TOP OF DIKE ANI) TREATMENT LIQUID LEVEL IS EQU
TO OR GREATER THAN THE TOTAL DEPTH REQUIRED, THEN ADEQUATE STORAGE
HAS BEEN PROVIDED.
7. LAND APPLICATION OF EFFLUENT" FOR NITROGEN DISPOSAL.
*PRIMARY EFFLUENT DISPOSAL. AREA*
TYPE OF OPERATION :swine
TYPE OF VEGETATION :coastal
ANIMAL UNITS : 1224.0
ACRES / ANIMAL UNIT : 0.0072
TOTAL ACRES : 8.8
*SECONDARY EFFLUENT DISPOSAL. AREA*
TYPE OF OPERATION .:
TYPE OF VEGETATION :corn
ANIMAL- UNITS : 1224.0
ACRES / ANIMAL UNIT : 0.07.90
TOTAL_ ACRES : 23.3
DESIGNED BY ; cws

i
-.,_.erator :H. Debnam C:. oty: Pender Da Z 5-4-90
Distance to nearest residence ( other than owner ) : 1200.0 feet
L . —STEADY STATE LIVE WEIGHT
0 sows x 0 Ibs. = 0 Ins
bears x tbs. = 0 Ibs
litters x pigs/ litter x Ibs . /pig = 0 Ibs
0 sows ( farrow to finish) x 1417 Ibs, = 0 Ibs
sows ( farrow to feeder ) x 5Z2 tbs. = 0 Ibs
1224 head ( finishing only) X 135 tbs . = 16524o
TOTAL STEADY STATE LIVE WEIGHT (SSLW) = 165240 Ibs
1. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 165240 Ibs, SSLW x Treatment Volume (CF) / lb . SSLW
Treatment Volume(CF) / lb . SSLW= 1 .00 C:F/ lb . • SSL.W
Volume = 165240.0 cubic feet
3. DESIGN TREATMENT VOLUME
Maintain treatment lagoon liquid level at elevation 46.5 feet
Bottom of lagoon elevation 40.5 feet
Lagoon size ( for treatment lagoon liquid volume ) using prismodal formula
LENGTH WIDTH SS/F_ND1 SS/END2 SS/SIDE1 SS/SIDE2 DEPTH
Z00.0 195.0 3.0 3.0 3 .0 .= .0 9.0
AREA OF TOP
LENGTH * WIDTH =
Z00.0 195.0 39000.0 (AREA OF TOP) ✓
AREA OF BOTTOM
Lb * Wb =
146.0 141 .0 20566.0 (AREA i iF BOTTOM)
)
AREA OF MIDSECTION
(Lm * Wm) *4 =
173.0 168.0 116256.0 (AREA OF MIDSECTION # 4)
CU. FT. = CAREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] # DEPTH16
39000.0 116256.0 20586.0 1 .500
VOLUME OF LAGOON AT TREATMENT LIQUID LEVEL = '!!';
";;t
TOP OF LAGOON ELEVATION ( INCLUDES TEMPORARY STORAGE 2 Place spoil as a continuous dike to elevation 50.5 feet. F

3. TEMPORARY STORAGE REQUIRFn
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width
206.0 201 .0 41406.0 square feet
Buildings (roof and lot water )
Length * Width =
0.0 0.0 0.0 square feet
TOTAL DA 41406.0 square feet
Pumping cycle to be 180.0 days .
.-A. Volume of waste produced
Approximate daily production of manure in CF/LB SSLW 0.00135
Volume = 165240.0 Lbs. SSLW * CF of Waste/Lb ./Day 180.0 days
Volume = 40153.3 cubic feet I%
;L. Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water- are accounted for in 5A.
Volume = 0.0 gallons/day * 180 days in cycle / 7.43 gallons
per cu. ft .
Volume = 0.0 cubic feet
;C:. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount .
Rainfall to - 4 .0 inches
Evapor . = 40.5 inches
Excess rainfall ( difference ) = 7.5 inches
Volume = 7.5 in * DA / 12 inches per foot
Volume = 25878.8 cubic feet
i
l

Vol ume of 25 year •• 24 •-ur storm
Volume = 7,5 inches / 12 inches per foot DA
Volume = 25878.8 cubic feet
TOTAL. REQUIRED TEMPORARY STORAGE
5A. 40153,3 cubic feet
5B. 0.0 cubic feet
5C. 25878.8 cubic feet
5D. 25878.8 cubic feet
TOTAL '1,1910.8 cubic feet
a. DEPTH OF STORAGE REQUIRED (ABOVE LAGOON TREATMENT VOLUME ELEVATION)
Depth required = Volume of temporary storage divided by the
average area of the temporary storage
Depth required = 91910,8 cubic feet/ 39000.0 square feet
Depth required = 2.4
Top of dike, elevation = 50.5 feet
Lagoon treatment liquid elevation = 46.5 feet
Depth between top of dike and treatment a iqu�ipddI eve l = 4.0 feet
Depth required = Z4 feetrle&t&14
Freeboard = O feet
Total depth required = 3,4 feet
NOTE: IF THE DEPTH BETWEEN TOP OF DIKE AND TREATMENT LIQUID LEVEL IS EQUAL
TO OR GREATER THAN THE TOTAL_ DEPTH REQUIRED, THEN ADEQUATE STORAGE
HAS BEEN PROVIDED.
LAND APPLICATION OF EFFLUENT FOR NITROGEN DISPOSAL
*PRIMARY EFFLUENT DISPOSAL AREA*
TYPE
F OPERATION swine
TYPE OFVEGETATION : coastal X"^ar i7T4chlllJ ri/) rr c�l/ lii lun 1'r «
ANIMAL.. UNITS 1224.0 'J ti.7
ACRES / ANIMAL UNIT 0.0072
TOTAL ACRES e 8.8
*SECONDARY EFFLUENT DISPOSAL AREA*
TYPE OF OPERATION : swine
TYPE OF VEGETATION : fescue
ANIMAL. UNITS : 1224 .0
ACRES / ANIMAL UNIT e 0.0140
TOTAL ACRES 17. 1
DESIGNED BY: Wilson Spencer- APPROVED BY:
DATE: 5-4-90 DATE:

TO WHOM IT MAY CONCERN:
r •
I hereby acknowledge that the SCS personnel have explained to me the
proceedure for computing storage needed in my swine operation. Also, I
understand that the disposal lagoon will have to be pumped periodically
and this material will be applied on the land in a manner that will not
94-r Gaasfay
cause any runoff. I further understand that approximately i V 4e r„^H l
acres of land will be needed to effectively dispose of the waste from
the proposed swine operation.
te,ndowner � Date;
�--75GS Tec ni ian UaXe

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TYPES OF MATERIAL ENCOUNTERED IN BORINGS
(Use one of systems below)
UNIFIED CLASSIFICATION QSDA CLASSIFICATION
GW-Well graded gravels; gravel, send mix g-gravel
GP-Poorly graded gravels s-sand
GM-Silty gravels; grove l-%and-silt mix vfs-very fine sand
GC-Clayey gravels; gravel-sand-clay mix a[-sandy loam
SW-Well graded sands; send-gravel mix fsl-fine sandy loam
SP-Poorly graded sands I-loam -
SM-Silty sand lit-gravelly loam
SC-Clayey sands; sand-clay mixtures si-silt '
ML-Silts;silty,v.fine sands;sandy or clayey silt sit-silt loam
CL-Clays of low to medium plasticity cl-clay loam
CH-Inorganic clays of high plasticity sicl-silty clay loam
MH-Elastic silts scl-sandy clay loam
OL-Organic silts and silty clays, low plasticity sic-silty clay
OH-Organic clays, medium to high plasticity c-clay
1. Suitable materiel for embanl®ent is available OYea ON, (Ineimre wA..e Ixorm on r#.r#.rr#ae
rw,era aldU ,[q
REMARKS: 776 A , G •'S
2. Explain hararde requiring spec'at attention in design (seepvo..ra.(no..ronF•rc)
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WI-Yt-otYtl®

System Calibration
Information presented in manufacturer's charts are based on average operation
conditions with relatively new equipment. Discharge rates and application rates change
over time as equipment gets older and components wear. In particular, pump wear tends
to reduce operating pressure and flow. With continued use, nozzle wear results in an
increase in the nozzle opening which will increase the discharge rate while decreasing the
wetted diameter.
You should be aware that operating the system differently than assumed in the design will
alter the application rate, diameter of coverage, and subsequently the application
uniformity. For example, operating the system with excessive pressure results in smaller
droplets, greater potential for drift, and accelerates wear of the sprinkler nozzle. Clogging
of nozzles can result in pressure increase. Plugged intakes or crystallization of mainlines
will reduce operating pressure. Operating below design pressure greatly reduces the
coverage diameter and application uniformity.
For the above reason, you should calibrate your equipment on a regular basis to ensure
proper application rates and uniformity. Calibration at least once every three years is
recommended. Calibration involves collecting and measuring flow at several locations in
the application area. Any number of containers can be used to collect flow and
determine the application rate. Rain gauges work best because they already have a
graduated scale from which to read the application amount without having to perform
additional calculations. However, pans, plastic buckets, jars, or anything with a uniform
opening and cross-section can be used provided the liquid collected can be easily
transferred to a scaled container for measuring.
For stationary sprinklers, collection containers should be located randomly throughout the
application area at several distances from sprinklers. For traveling guns, sprinklers
should be located along a transect perpendicular to the direction of pull. Set out
collection containers 25 feet apart along the transect on both sides of the gun cart. You
should compute the average application rate for all nonuniformity of the application. On a
windless day, variation between containers of more than 30 percent is cause for concern.
You should contact your irrigation dealer or technical specialist for assistance.
'Reprinted for Certification Training for Operations of Animal Waste Management Systems Manual
1

OPERATION & MAINTENANCE PLAN
Proper lagoon 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 a
thunderstorm season in the summertime. This means that at the first sign of plant growth in the
later winter / early spring, irrigation according to a farm waste management plan should be done
whenever the land in 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 irrigated 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 fertilized 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
2

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 or 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 of 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
3

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 overflow 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 sad 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 occur 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.
4

• 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 level. (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.
• Don not pump the lagoon liquid level lower than the permanent storage level unless
you are removing sludge.
• Locate float pump intakes approximately 18 inches underneath the liquid surface and
as far away from the drainpipe inlets as possible.
• Prevent additions of bedding materials, long-stemmed forage or vegetation, molded
feed, plastic syringes, or other foreign materials into the lagoon.
• Frequently remove solids from catch basins at end of confinement houses or
wherever they are installed.
• Maintain strict vegetation, rodent, and varmint control near lagoon edges.
• Do not allow trees or large bushes to grow on lagoon dam or embankment.
• Remove sludge from the lagoon either when the sludge storage capacity is full or
before it fills 50 percent of the permanent storage volume.
• If animal production is to be terminated, the owner is responsible for obtaining and
implementing a closure plan to eliminate the possibility of a pollutant discharge.
Sludge Removal:
Rate of lagoon sludge buildup can be reduced by:
5

• 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 phosphors, 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.
6

The application of sludge will increase the amount of odor at the waste application site.
Extra precaution should be used to observe the wind direction and other conditions which
could increase the concern of neighbors.
Possible Causes of Lagoon Failure
Lagoon failures result in the unplanned discharge of wastewater from the structure.
Types of failures include leakage through the bottom or sides, overtopping, and breach of
the dam. Assuming proper design and construction, the owner has the responsibility for
ensuring structure safety. Items which may lead to lagoon failures include:
• Modification of the lagoon structure -- an example is the placement of a pipe in the dam
without proper design and construction. (Consult an expert in lagoon design before
placing any pipes in dams.)
• Lagoon liquid levels -- high levels are a safety risk.
• Failure to inspect and maintain the dam.
• Excess surface water flowing into the lagoon.
• Liner integrity -- protect from inlet pipe scouring, damage during sludge removal, or
rupture from lowering lagoon liquid level below groundwater table.
NOTE: If lagoon water is allowed to overtop the dam, the moving water will soon cause
gullies to form in the dam. Once this damage starts, it can quickly cause a large
discharge of wastewater and possible dam failure.
7

EMERGENCY ACTION PLAN
PHONE NUMBERS
DIVISION OF WATER QUALITY (DWQ) nil -ZQln--1� S
EMERGENCY MANAGEMENT SERVICES (EMS) C \ -- \ lb
SOIL AND WATER CONSERVATION DISTRICT (SWCD) 4Tp_ 55'- \5aS
NATURAL RESOURCES CONSERVATION SERVICE (NRCS) 65
COOPERATIVE EXTENSION SERVICE (CES) 9\0- aSof- 1] 35;
This plan will be implemented in the event that wastes from your operation are leaking,
overflowing or running off site. You should not wait until wastes reach surface waters or
leave your property to consider that you have a problem. You should make every effort to
ensure that this does not happen. This plan should be posted in an accessible location
for all employees at the facility. The following are some action items you should take.
1. Stop the release of wastes. Depending on the situation,this may or may not be possible. Suggested
responses to some possible problems are listed below.
A. Lagoon overflow- possible solutions are:
a) Add soil to berm to increase elevation of dam.
b) Pump wastes to fields at an acceptable rate.
c) Stop all flow 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:
a) Stop recycle pump.
b) Stop irrigation pump.
c) Make sure siphon occurs.
d) Stop all flow in the house,flush systems, or solid separators.
E. Leakage from base or sidewall of lagoon. Often this is seepage as opposed to flowing leaks-
possible action:
a) Dig a small sump or ditch from the embankment to catch all seepage, put in a submersible
pump, and pump back to lagoon.
b) If holes are caused by burrowing animals, trap or remove animals and fill holes and
compact with a clay type soil.
c) Have a professional evaluate the condition of the side walls and the lagoon bottom as soon
as possible.
8

2. Assess the extent of the spill and note any obvious damages.
a. Did the waste reach 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: [phone]. 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 the movement of the spill, weather and
wind conditions. The corrective measures that have been under taken, and the
seriousness of the situation.
b. If the spill leaves property or enters surface waters, call local EMS phone number.
c. Instruct EMS to contact local Health Department.
d. Contact CE's phone number, local SWCD office phone number and the local NRCS
office for advice/technical assistance phone number.
4. If none of the above works call 911 or the Sheriffs Department and explain your 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 offsite damage.
a. Contractors Name: Murphy Brown, LLC
b. Contractors Address: P.O. Box 856, Warsaw, NC 28398
c. Contractors Phone: [phone]
6. Contact the technical specialist who certified the lagoon (NRCS, Consulting Engineer, etc.)
a. Name: Kraig Westerbeek
b. Phone: (910)293 - 5330
7. Implement procedures as advised by DWQ and technical assistance agencies to rectify the
damage, repair the system, and reassess the waste management plan to keep problems
with release of wastes from happening again.
9

INSECT CONTROL CHECKLIST FOR ANIMAL OPERATIONS
Source Cause BMP's to Minimize Odor Site Specific Practices
(Liquid Systems)
Flush Gutters Accumulation of solids (✓)Flush system is designed and operated
sufficiently to remove accumulated
solids from gutters as designed.
( ) Remove 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
30%of surface.
Excessive Decaying vegetation (v)Maintain vegetative control along banks of
Vegetative Growth lagoons and other impoundment's 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; 15-30 day interval during winter).
Feed Storage Accumulation of feed () Reduce moisture accumulation within and around
residues 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 Accumulation of animal () Eliminate low area that trap moisture along fences
Areas wastes and feed wastage and other locations where waste accumulates 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).
MIC—November 11, 1996
10

DryManure Handling Accumulations or animal O Remove spillage on a routine basis(e.g.7-10 day
yst wastes interval during summer; 16-30 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 filler strips 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.
%
(Landowner Signature)
For more information contact the Cooperative Extension Service, Department of Entomotogy, Box
7613, North Carolina State University, Raleigh, NC 27695-7613.
AMIC—November 11, 1996

SWINE FARM WASTE MANAGEMENT ODOR CONTROL CHECKLIST
Source Cause BMP's to Minimize Odor Site Specific Practices
Farmstead Swine production (V)Vegetative or wooded buffers:
(V)Recommended best management
practices;
(✓)Good judgment and common sense
Animal body Dirty manure ()Dry floors
surfaces covered animals
Floor surfaces Wet manure-covered (V)Slotted floors;
floors (V)Waterers located over slotted floors;
(V)Feeders at high end of solid floors;
(✓)Scrape manure buildup from floors;
( )Underfloor ventilation for drying
Manure collection Urine (V)Frequent manure removal by flush,pit
pits recharge or scrape
Partial microbial ( )Underfloor ventilation
decomposition
Ventilation Volatile gases (V)Fan maintenance;
exhaust fans Dust (v)Efficient air movement
Indoor surfaces Dust (✓)Washdown between groups of animals
( )Feed additives;
( )Feeder covers;
( )Feed delivery downspout extenders to
feeder covers
Flush Tanks Agitation of recycled ( )Flush tank covers
lagoon liquid while tanks ( )Extend fill lines to near bottom of tanks
are filling with anti-siphon vents
Flush alleys Agitation during waste ( )Underfloor flush with underfloor
water conveyance ventilation
Pit recharge Agitation of recycled ()Extend recharge lines to near bottom of
points lagoon liquid while pits pits with anti-siphon vents
are filling
Lift stations Agitation during sump ( )Sump tank covers
tank filling and drawdown
Outside drain Agitation during waste ( )Box Covers
collection or water conveyance
junction boxes
End of drain Agitation during waste ( )Extend discharge point of pipes
pipes at lagoon water underneath lagoon liquid level
Lagoon surfaces Volatile gas emissions (,)Proper lagoon liquid capacity
Biological mixing (V)Correct lagoon startup procedures
Agitation ( )Minimum surface area-to-volume ratio
(V)Minimum agitation when pumping
( )Mechanical aeration
( )Proven biological additives
Irrigation sprinkler High pressure agitation (✓)Irrigate on dry days with little or no wind
nozzles Wind draft (v)Minimum recommended operation pressure
(v)Pump intake near lagoon liquid surface
( )Pump from second-stage lagoon
AMOC—November 11, 1996
12

Storage tank or Partial microbial ( )Bottom or midlevel loading
basin surface decomposition Mixing while ( )Tank covers
filling Aggation when emptying( )Basin surface mats of solids
( )Proven biological additives or oxidants
Settling basin Partial microbial decom- ( )Extend drainpipe outlets underneath liquid
surface position Mixing while filling level
Agitation when emptying ( )Remove settled solids regularly
Manure,slurry or Agitation when spreading ( )Soil injection or slurry/sludges
sludge spreader Volatile gas emissions ( )Wash residua(manure from spreader after use
outlets
( )Proven biological additives or oxidants
Dead animals Carcass decomposition ( )Proper disposition of carcasses
Dead animal Carcass decomposition ( )Complete covering of carcasses in burial pits
disposal pits ( )Proper location/construction of disposal pits
Incinerators Incomplete combustion ( )Secondary static burners
Standing water improper drainage ()Farm access road maintenance
around facilities Microbial decomposition of away from facilities
organic matter
Manure tracked Poorly maintained access OFarm access road maintenance
onto public roads roads
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 NCSV-BAE
Swine Production Facility Manure ManagementPit Recharge—Lagoon TreatmeM:EBAE128-88NCS1.1-BAE
Swine Production Facility Manure Management:Underfloor Fluse-Lagoon Treatment 129-af3NCSU-8AE
Lagoon Design and Management for Livestock Manure Treatment and Storage; EBAE103.83NCSU-8AE
Calibration of Manure and Wastewater Application Equipment EBAE Fact Sheet NCSU-BAE
Controlling Odors from Swine Buildings;PIH-33 NCSV-Swine Extension
Environmental Assurance Program: NPPC Manual NC Pork Producers
Assoc
Options for Managing Odor;a report from the Swine Odor Task Force NCSV Agri Communication
Nuisance Concerns in Animal Manure Management: Odors and Flies;PR0101, Florida Cooperative Extension
1995 Conference Proceedings
The issues checked ( ) pertain 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 Management Practices have been reviewed
With me.
(Landowner Signature)
13

MORTALITY MANAGEMENT METHODS
(Check which method(s) are being implemented)
( ) Burial three feet beneath the surface of the ground within 24 hours after
knowledge of the death. The burial will be at least 300 feet from any flowing
stream or public body of water.
( ✓ ) Rendering at a rendering plant licensed under G. S. 106 - 168.7
( ) Complete incineration
( ) In the case of dead poultry only, placing in a disposal pit of a size and design
approved by the Department of Agriculture.
( ) 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 of the State Veterinarian must be
attached)
14