310750_Permit Renewal Application 2019_20190410

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Animal Waste Management Systems
Request for Certification of Coverage
Facility Currently covered by an Expiring Sate Non-Discharge General Permit
On September 30, 2019, the North Carolina State Non-Discharge General Permits for Animal Waste Management Systems will
expire. As required by these permits, facilities that have been issued Certificates of Coverage to operate under these State
Non-Discharge General Permits must apply for renewal at least 180 days prior to their expiration date. Therefore, all applications
must be received by the Division of Water Resources by no later than April 3,2019.
Please do not leave any question unanswered. Please verify all information and make any necessary corrections below.
Application must be signed and dated by the Permittee.
1. Fann Number: 31-0750 Certificate Of Coverage Number: AWS310750
2. Facility Name: (3 2 1 C 61t,"e.PO a
3. Landowner's Name(same as on the Waste Management Plan): James E Brice
4. Landowner's Mailing Address: 725 Old Camp Rd
City: Rose Hill State: NC Zip: 28458
Telephone Number: 910-284-9418 Ext. E-mail:
5. Facility's Physical Address: 305 Waycross Rd
City: Magnolia State: NC Zip: 28453
6. County where Facility is located: Du L
7, Farm Manager's Name(if different from Landowner):
g, Farm Manager's telephone number(include area code):
9. Integrator's Name(if there is not an Integrator,write"None"): Murphy-Brown LLC
10. Operator Name(OIC): James E.Brice Phone No.: 910-284-9418 OIC 4: 20062
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 17,136
Operation Tvues:
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 Co)v Pullets Sheep-Sheep
Feeder to Finish Dry Cow Turke}s 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 La)ing Pullet
Other Layers

13. Waste Treatment and Storage Lagoons (Verify the following information is accurate and complete. Make all necessary
corrections and provide missing data.)
Estimated Liner Type Estimated Design Freeboard
Structure Date (Clay,Synthetic, Capacity Surface Area "Redline"
Name Built Unknown) (Cubic Feet) (Square Feet) (Inches)
1 C 95,832.00 19.50
2 130,680.00 19.50
3 130,680.00 19.50
4 104,544.00 19.50
Mail one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed application
as required by NC General Statutes 143-215.1OC(d)to the address below.
The CAWMP must include the following components:
1. The most recent Waste Utilization Plan(WUP),signed by the owner and a certified technical specialist,containing:
a. The method by which waste is applied to the disposal fields(e.g.irrigation,injection,etc.)
b. A map of every field used for land application(for example: irrigation map)
c. The soil series present on every land application field
d. The crops grown on every land application field
e. The Realistic Yield Expectation(RYE)for every crop shown in the WUP
f. The maximum PAN to be applied to every land application field
g. The waste application windows for every crop utilized in the WUP
h. The required NRCS Standard specifications
2. A site map/schematic
3. Emergency Action Plan
4. Insect Control Checklist with chosen best management practices noted
5. Odor Control Checklist with chosen best management practices noted
6. Mortality Control Checklist with selected method noted-Use the enclosed updated Mortality Control Checklist
7. Lagoon/storage pond capacity documentation (design, calculations, etc.) Please be sure the above table is accurate and
complete. Also provide any site evaluations, wetland determinations, or hazard classifications that may be applicable to
your facility.
8. Operation and Maintenance Plan
If your CAWMP includes any components not shown on this list, please include the additional components with your submittal.
(e.g.composting,digesters,waste transfers,etc.)
As a second option to mailing paper copies of the application package, you can scan and email one signed copy of the
application and all the CAWMP items above to: [e-mail]

I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that,
if all required parts of this application are not completed and that if all required supporting information and attachments are not
included,this application package will be returned to me as incomplete.
Note: In accordance with NC General Statutes 143-215.6A and 143-215.613, any person who knowingly makes an% 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: � '+v� !✓ 1 C � Title: G°b.,IU e/2
Signature: Date: �'�/
Name: Title:
Signature: Date:
Name: Title:
Signature. ... Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NCDEQ-DNN'R
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh,North Carolina 27699-1636
Telephone number:[phone]
E-mail:2019PermitRenewal a ncdenr.gov
FORM: RENEWAL-STATE GENERAL 02/2019

n,
ROY COOPER
Governor
MICHAEL S.REGAN .�w•,
Secrrrary
LINDA CULPEPPER NORTH CAROLINA
Director Environmental Quality
February 27,2019
James E Brice
Waycross Farm
725 Old Camp Rd
Rose Hill,NC 28458
Subject: Application for Renewal of Coverage for Expiring State General Permit
Dear Permittee:
Your facility is currently approved for operation under one of the Animal Waste Operation State Non-Discharge General Permits,
which expire on September 30, 2019. Copies of the new animal waste operation State Non-Discharge General Permits are available
at httt)s://deg.nc.gov/about/divisions/water-resources/water-quality-regional-operations/afo or by writing or calling:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh,North Carolina 27699-1636
Telephone number:[phone]
In order to assure your continued coverage under the State Non-Discharge General Permits. you must submit an application for
permit coverage to the Division. Enclosed you will find a "Request for Certificate of Coverage Facility Currently Covered by an
Expiring State Non-Discharge General Permit." The application form must be completed, signed and returned by April 3. 2019.
Please note that you must include one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with the
completed and siened application form. A list of items included in the CAWMP can be found on page 2 of the renewal
application form.
Failure to request renewal of your coverage under a general permit within the time period specified may result in a civil penalty.
Operation of your facility without coverage under a valid general permit would constitute a violation of NCGS 143-215.1 and could
result in assessments of civil penalties of up to$25,000 per day.
If you have any questions about the State Non-Discharge General Permits, the enclosed application, or any related matter please feel
free to contact the Animal Feeding Operations Branch staff at 919-707-9100.
Sincerely,
Jon Risgaard,Section Chief
Animal Feeding Operations and Groundwater Section
Enclosures
cc(w/o enclosures): Wilmington Regional Office,Water Quality Regional Operations Section
Duplin County Soil and Water Conservation District
AFOG Section Central Files-AWS310750
Murphy-Brown LLC
North Caro.na Department of Envronmente Qua rty I D Hsror of Water Resources
512 N So rsbury St 1 1636 Me:Service Center I Rale gh,North Ce•o r a 27699-1636
919 707.9D00

Murphy-Brown, LLC 11/29/2018 tlt)J)IV21822 Hwy 24 West
P.O. Box 856
G / Warsaw, NC 28398
NUTRIENT UTILIZATION PLAN
Grower(s): James E. Brice
Farm Name: Waycross Farm; AWS310750
County: Du lin
Permit Capacity:
Farrow to Wean
Farrow to Feeder
Farrow to Finish
Wean to Feeder
Wean to Finish
Feeder to Finish 17136
Gilts
Boars
Storage Structure: Anaerobic Lagoon
Storage Period: >180 days
Application Method: Irrigation
The waste from your animal facility must be land applied at a specified rate to prevent pollution
of surface water and/or groundwater. The plant nutrients in the animal waste should be used
to reduce the amount of commercial fertilizer required for the crops in the fields where the waste
is to be applied.
This waste utilization plan uses nitrogen as the limiting nutrient. Waste should be analyzed
before each application cycle. Annual soil tests are strongly encouraged so that all plant
nutrients can be balanced for realistic yields of the crop to be grown.
Several factors are important in implementing your waste utilization plan in order to maximize
the fertilizer value of the waste and to ensure that it is applied in an environmentally safe manner:
1. Always apply waste based on the needs of the crop to be grown and the nutrient
content of the waste. Do not apply more nitrogen than the crop can utilize.
2. Soil types are important as they have different infiltration rates, leaching potentials,
cation exchange capacities, and available water holding capacities.
3. Normally waste shall be applied to land eroding at less than 5 tons per acre per
year. Waste may be applied to land eroding at 5 or more tons per acre annually, but
less than 10 tons per acre per year providing that adequate filter strips are established.
4. Do not apply waste on saturated soils, when it is raining, or when the surface is frozen.
Either of these conditions may result in runoff to surface waters which is not allowed
under DWR regulations.
5. Wind conditions should also be considered to avoid drift and downwind odor
problems.
6. To maximize the value of the nutrients for crop production and to reduce the potential
for pollution, the waste should be applied to a growing crop or applied not more than
30 days prior to planting a crop or forages breaking dormancy. Injecting the waste or
disking will conserve nutrients and reduce odor problems.
1 of 11

This plan is based on the waste application method shown above. If you choose to change
methods in the future,you need to revise this plan. Nutrient levels for different application
methods are not the same.
The estimated acres needed to apply the animal waste is based on typical nutrient content
for this type of facility. In some cases you may want to have plant analysis made,which could
allow additional waste to be applied. Provisions shall be made for the area receiving waste to
be flexible so as to accommodate changing waste analysis content and crop type. Lime must
be applied to maintain pH in the optimum range for specific crop production.
This waste utilization plan, if carried out,meets the requirements for compliance with 15A NCAC
2H .0217 adopted by the Environmental Management Commission.
AMOUNT OF WASTE PRODUCED PER YEAR (gallons,ft',tons,etc.):
Capacity Type Waste Produced per Animal Total
Farrow to Wean 3203 gal/yr gal/yr
Farrow to Feeder 3861 gal/yr gal/yr
Farrow to Finish 10478 gal/yr gal/yr
Wean to Feeder 191 gal/yr gal/yr
Wean to Finish 776 gal/yr gal/yr
17136 Feeder to Finish 927 gal/yr 15,885,072 gal/yr
Gilts 1015 gal/yr gal/yr
Boars 2959 gal/yr gal/yr
Total 15,885,072 gal/yr
AMOUNT OF PLANT AVAILABLE NITROGEN PRODUCED PER YEAR (lbs):
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
17136 Feeder to Finish 1.67 Ibs/yr 28,617 Ibs/yr
Gilts 1.83 Ibs/yr Ibs/yr
Boars 5.33 Ibs/yr Ibs/yr
Total 28,617 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: 129.75
Total N Required 1st Year: 32844.86
Total N Required 2nd Year: 0.00
Average Annual Nitrogen Requirement of Crops: 32,844.86
Total Nitrogen Produced by Farm: 28,617.12
Nitrogen Balance for Crops: (4,227.74)
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.
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Reception Area Specifications
Tract Field Irrigated Soil 1st Crop Time to 1st Crop 1st Crop Lbs N/Ac Lbs N Total Ibs N 2nd Crop Time to 2nd Crop 2nd Crop Lbs N/Ac Lbs N Total Ibs N Total Total Ibs N
Acreage Type Code Apply Yield lbs N/Unit Residual /Ac Utilized Code Apply Yield Ibs N/Unit Residual /Ac Utilized Lbs N/Ac Utilized
982 P1 30.01 Autryville B Mar-Set 5.5 36.75 202.13 6065.77 K Sept-Apr 1 50 50.00 1500.50 252.13 7566.27
982 8 1.68 Autryville 8 Mar-Set 5.5 36.75 202.13 339.57 K Sept-Apr 1 50 50.00 84.00 252.13 423.57
982 9 3.35 Autryville B Mar-Set 5.5 36.75 202.13 677.12 K Sept-Apr 1 50 50.00 167.50 252.13 844.62
982 10 3.46 Aut ville B Mar-Set 5.5 36.75 202.13 699.35 K Sept-Apr 1 50 50.00 173.00 252.13 872.35
982 11 3.35 Autryville B Mar-Set 5.5 36.75 202.13 677.12 K Sept-Apr 1 50 50.00 167.50 252.13 844.62
982 12 4.51 Autryville B Mar-Set 5.5 36.75 202.13 911.58 K Sept-Apr 1 50 50.00 225.50 252.13 1137.08
982 13 1 2.07 Autryville 8 Mar-Set 5.5 36.75 202.13 418.40 K Sept-Apr 1 50 50.00 103.50 252.13 521.90
982 15 1 1.06 Autryville B Mar-Set 5.5 36.75 202.13 214.25 K Sept-Apr 1 50 50.00 53.00 252.13 267.25
982 16 3.49 Autryville B Mar-Set 5.5 36.75 202.13 705.42 K Sept-Apr 1 50 50.00 174.50 252.13 879.92
982 17 334 Autryville B Mar-Set 5.5 36.75 202.13 675.10 K Sept-Apr 1 50 50.00 167.00 252.13 842.10
982 18 2.77 Autryville B Mar-Set 5.5 36.75 202.13 559.89 K Sept-Apr 1 50 50.00 138.50 252.13 698.39
982 19 1.24 Autryville B Mar-Set 5.5 36.75 202.13 250.64 K Sept-Apr 1 50 50.00 62.00 252.13 312.64
982 20 3.06 Autryville 8 Mar-Set 5.5 36.75 202.13 618.50 K Sept-Apr 1 50 50.00 153.00 252.13 771.50
982 21 2.30 Autryville B Mar-Set 5.5 36.75 202.13 464.89 K Sept-Apr 1 50 50.00 115.00 252.13 579.89
982 22 0.85 Autryville 8 Mar-Set 5.5 36.75 202.13 171.81 K Sept-Apr 1 50 50.00 42.50 252.13 214.31
982 23 2.73 Autryville B Mar-Set 5.5 36.75 202.13 551.80 K Sept-Apr 1 50 50.00 136.50 252.13 688.30
982 24 2.38 Autryville B Mar-Set 5.5 36.75 202.13 481.06 K Sept-Apr 1 50 50.00 119.00 252.13 600.06
982 25 1.35 Autryville B Mar-Set 5.5 36.75 202.13 272.87 K Sept-Apr 1 50 50.00 67.50 252.13 340.37
982 26 4.48 Aut ville B Mar-Set 5.5 36.75 202.13 905.52 K Sept-Apr 1 50 50.00 224.00 252.13 1129.52
982 27 4.42 Autryville B Mar-Set 5.5 1 36.75 202.13 893.39 K Sept-Apr 1 50 50.00 221.00 252.13 1114.39
982 28 4.93 Autryville B Mar-Set 5.5 36.75 202.13 996.48 K Sept-Apr 1 50 50.00 246.50 252.13 1242.98
982 P2 23.04 Autryville B Mar-Set 5.5 36.75 202.13 4656.96 K Sept-Apr 1 50 50.00 1152.00 252.13 5808.96
982 34 2.81 Autryville 8 Mar-Set 5.5 36.75 202.13 567.97 K Sept-Apr 1 50 50.00 140.50 252.13 708.47
982 35 3.16 Autryville B Mar-Set 5.5 36.75 202.13 638.72 K Sept-Apr 1 50 50.00 158.00 252.13 796.72
982 36 3.54 Autryville I B Mar-Set 5.5 36.75 202.13 715.52 K Sept-Apr 1 50 50.00 177.00 252.13 892.52
982 37 3.21 Autryville B Mar-Set 5.5 36.75 202.13 648.82 K Sept-Apr 1 50 50.00 160.50 252.13 809.32
982 38 1.21 Autryville B Mar-Set 1 5.5 36.75 202.13 244.57 K Sept-Apr 1 50 50.00 60.50 252.13 305.07
982 39 2.99 Norfolk B Mar-Set 6.5 1 34.5 224.25 670.51 K I Sept-Apr 1 1 50 50.00 149.50 274.25 820.01
982 40 2.96 Norfolk B Mar-Set 6.5 34.5 224.25 663.78 K Sept-Apr 1 50 50.00 148.00 274.25 811.78
Totals: 129.75 26357.36 6487.50 32844.88
3(a)of 11

Reception Area Specifications
Tract Field Irrigated Soil 1st Crop Time to 1st Crop 1st Crop Lbs N/Ac Lbs N Total Ibs N 2nd Crop Time to 2nd Crop 2nd Crop Lbs N/Ac Lbs N Total ibs N Total Total ibs N
Acreage Type Code Apply Yield Ibs N/Unit Residual /Ac Utilized Code Apply Yield Ibs N/Unit Residual /Ac Utilized Lbs N/A
c Utilized
Totals: 0 0 0 0
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
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
17136 Feeder to Finish 0.34 5826.24
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 5826.24 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 29131.2 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 97 acreas of land. If you apply the sludge
to corn at a rate of 125 pounds per acre, you will need 233.0496 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
982 P1 Autryville B 0.6 1
982 8 Autryville B 0.6 1
982 9 Autryville B 0.6 1
982 10 Autryville B 0.6 1
982 11 Autryville B 0.6 1
982 12 Autryville B 0.6 1
982 13 Autryville B 0.6 1
982 15 Autryville B 0.6 1
982 16 Autryville B 0.6 1
982 17 Autryville B 0.6 1
982 18 Autryville B 0.6 1
982 19 Autryville B 0.6 1
982 20 Autryville B 0.6 1
982 21 Autryville B 0.6 1
982 22 Autryville B 0.6 1
982 23 Autryville B 0.6 1
982 24 Autryville B 0.6 1
982 25 Autryville B 0.6 1
982 26 Autryville B 0.6 1
982 27 Autryville B 0.6 1
982 28 Autryville B 0.6 1
982 P2 Autryville B 0.6 1
982 34 Autryville B 0.6 1
982 35 Autryville B 0.6 1
982 36 Autryville B 0.6 1
982 37 Autryville B 0.6 1
982 38 Autryville B 0.6 1
982 39 Norfolk B 0.5 1
982 40 Norfolk B 0.5 1
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Additional Comments:
This plan revised to update the acreages based on a new GPS map of the fields
and irrigation equipment utilized, to update the soils to match current soils
map, and to update the production and application rates to match the current
rates as published on the NCSU Nutrient Management website.
7of11

NUTRIENT UTILIZATION PLAN CERTIFICATION
Name of Farm: Waycross Farm; AWS310750
Owner: James E. Brice
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: James E. Brice
Signature: �• ��'`v`�
Date
Name of Manager(if different om owner):
Signature:
Date
Name of Technical Specialist: M. Kevin Weston
Affiliation: Smithfield Hog Production Division
Address: 2822 Hwy 24 West, PO Drawer 856
Warsaw, NC 28398
Telephone: [phone]
Signature:
Date
8of11

NUTRIENT UTILIZATION PLAN
REQUIRED SPECIFICATIONS
1 Animal waste shall not reach surface waters of the state by runoff, drift, manmade
conveyances, direct application, or direct discharge during operation or land application.
Any discharge of waste which reaches surface water is prohibited.
2 There must be documentation in the design folder that the producer either owns or has an
agreement for use of adequate land on which to properly apply the waste. If the producer
does not own adequate land to properly dispose of the waste, he/she shall provide
evidence of an agreement with a landowner, who is within a reasonable proximity,
allowing him/her the use of the land for waste application. It is the responsibility of the
owner of the waste production facility to secure an update of the Nutrient Utilization Plan
when there is a change in the operation, increase in the number of animals, method of
application, recieving crop type, or available land.
3 Animal waste shall be applied to meet, but not exceed, the nitrogen needs for realistic
crop yields based upon soil type, available moisture, historical data, climatic conditions,
and level of management, unless there are regulations that restrict the rate of applications
for other nutrients.
4 Animal waste shall be applied to land eroding less than 5 tons per acre per year. Waste
may be applied to land eroding at more than 5 tons per acre per year but less than 10 tons
per acre per year provided grass filter strips are installed where runoff leaves the field
(See USDA, NRCS Field Office Technical Guide Standard 393 - Filter Strips).
5 Odors can be reduced by injecting the waste or disking after waste application. Waste
should not be applied when there is danger of drift from the land application field.
6 When animal waste is to be applied on acres subject to flooding, waste will be soil
incorporated on conventionally tilled cropland. When waste is applied to conservation tilled
crops or grassland, the waste may be broadcast provided the application does not occur
during a season prone to flooding (See "Weather and Climate in North Carolina" for
guidance).
7 Liquid waste shall be applied at rates not to exceed the soil infiltration rate such that runoff
does not occur offsite or to surface waters and in a method which does not cause drift
from the site during application. No ponding should occur in order to control odor and
flies.
8 Animal waste shall not be applied to saturated soils, during rainfall events, or when the
surface is frozen.
9of11

NUTRIENT UTILIZATION PLAN
REQUIRED SPECIFICATIONS
9 Animal waste shall be applied on actively growing crops in such a manner that the crop is not
covered with waste to a depth that would inhibit growth. The potential for salt damage from
animal waste should also be considered.
10 Nutrients from waste shall not be applied in fall or winter for spring planted crops on soils with a
high potential for leaching. Waste/nutrient loading rates on these soils should be held to a
minimum and a suitable winter cover crop planted to take up released nutrients. Waste shall
not be applied more than 30 days prior to planting of the crop or forages breaking dormancy.
11 Any new swine facility sited on or after October 1, 1995 shall comply with the following: The
outer perimeter of the land area onto which waste is applied from a lagoon that is a component of
a swine farm shall be at least 50 feet from any residential property boundary and canal. Animal
waste, other than swine waste from facilities sited on or after October 1, 1995, shall not be
applied closer than 25 feet to perennial waters.
12 Animal waste shall not be applied closer than 100 feet to wells.
13 Animal waste shall not be applied closer than 200 feet of dwellings other than those owned by
the landowner.
14 Waste shall be applied in a manner not to reach other property and public right-of-ways.
15 Animal waste shall not be discharged into surface waters, drainageways, or wetlands by discharge
or by over-spraying. Animal waste may be applied to prior converted cropland provided the fields
have been approved as a land application site by a "technical specialist". Animal waste shall not
be applied on grassed waterways that discharge directly into water courses, and on other grassed
waterways, waste shall be applied at agronomic rates in a manner that causes no runoff or drift
from the site.
16 Domestic and industrial waste from washdown facilities, showers, toilets, sinks, etc., shall not be
discharged into the animal waste management system.
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

Waycross Farm Reinke Electrogator II 2660
Machine Length 579'
(Brke Usher Forms) End Gun Radius 100.5'
Q� ® 62 PSI; 400 GPM Total
AW5310750 13 (293.5 GPM Machine + 106.5 GPM End Gun)
Specifications: Pulls
Traveler w/Nelson 150
w/1.08" Nozzle 060 PSI
40 �` 182 GPM; 300' WD
�+N P1 Lane Spacings 195' & 220'
v 0 24.18 Ac. w/o End Gun
s e(� 39 30.01 Ac. w/End Gun Pull/Pivot# Acres
End Gun Runs 184 Degrees 8 1.68
(51% of Time) �Qc 9 3.35
10 3.46
11 3.35
12 4.51
13 2.07
15 1.06
16 3.49
38 17 3.34
15 a 18 2.77
19 1.24
37 Ql 8 20 3.06
16 21 2.30
�` ,, 22 0.85
36 17
o^ 20 9 'g' 23 2.73
N a ` 18 24 2.38
.. 19 21 10 -+ 25 1.35
35 3 22 ul 26 4.48
27 4.42
11 28 4.93
34 34 2.81
12 35 3.16
36 3.54
F-�Qgp 37 3.21
38 1.21
39 2.99
40 2.96
24 P1 30.01
P2 23.04
26 25
Total 129.75
P2 Q 23
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23.04 Ac. w/End Gun "� 27
End Gun Runs 225 Degree
62.5% of Time) g N-
28 GRAPHIC SCALE
500 0 250 500 1000 0
Zimmatic Pivot r
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Machine Length 518.5' 002M
End Gun Radius 73' 1GtAE,
® 33.9 PSI; 175 GPM Total �s
(131.4 GPM Machine + 43.6 GPM End Gun) ( IN FEET ) �� INK
1 inch = 500 ft.
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Version—November 26,2018
Mortality Management Methods
Indicate which method(s) will be implemented.
When selecting multiple methods indicate a primary versus secondary option.
Methods other than those listed must be approved by the State Veterinarian.
Primary Secondary Routine Mortality
Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal
death. The burial must be at least 300 feet from any flowing stream or public body of water
(G.S.106-403). The bottom of the burial pit should beat least one foot above the seasonal
high water table.Attach burial location map and plan.
a a Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B .0200.
DRendering at a rendering plant licensed under G.S. 106-168.7.
Complete incineration according to 02 NCAC 52C .0102.
A composting system approved and permitted by the NC Department of Agriculture& Con-
sumer Services Veterinary Division (attach copy of permit). If compost is distributed off-farm,
additional requirements must be met and a permit is required from NC DEQ.
In the case of dead poultry only, placing in a disposal pit of a size and design approved by the
NC Department of Agriculture&Consumer Services(G.S. 106-549.70).
Any method which, in the professional opiniontof the State Veterinarian,would make possible
r the salvage of part of a dead animal's value without endangering human or animal health.
(Written approval by the State Veterinarian must be attached).
aMass Mortality Plan
Mass mortality plans are required for farms covered by an NPDES permit. These plans are
also recommended for all animal operations. This plan outlines farm-specific mortality man-
agement methods to be used for mass mortality. The NCDA&CS Veterinary Division sup-
ports a variety of emergency mortality disposal options; contact the Division for quidanrp
• A catastrophic mortality disposal plan is part of the facility's CAWMP and is activated
when numbers of dead animals exceed normal mortality rates as specified by the State
Veterinarian.
• Burial must be done in accordance with NC General Statutes and NCDA&CS Veterinary
Division regulations and guidance.
• Mass burial sites are subject to additional permit conditions(refer to facility's animal
waste management system permit).
• In the event of imminent threat of a disease emergency, the State Veterinarian may enact
additional temporary procedures or measures for disposal according to G.S. 106-399.4.
•Signature arm Ow anager Date
r
Signature of Technic I Specialist Date

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 -- took 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 experis.
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 sod cover on bare -soil
surfaces to avoid erosion.
2. Fill new lagoon design treatment volume at least half full of water before waste
loading begins, taking care not to erode lining or bank slopes.
3. Drainpipes into the lagoon should have a flexible pipe extender on the end of the
pipe to discharge near the bottom of the lagoon during initial filling or another
means of slowing the incoming water to avoid erosion of the lining.
4. When possible, begin loading new lagoons in the spring to maximize bacterial
establishment (due to warmer weather).
5. It is recommended that a new lagoon be seeded with sludge from a healthy
working swine lagoon in the amount of 0.25 percent of the full lagoon liquid
volume. This seeding should 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.
o 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,
o mechanical solids separation of flushed waste,
o gravity settling of flushed waste solids in an appropriately designed basin, or
o minimizing feed wastage and spillage.
Lagoon sludge that is removed annually rather than stored long term will:
have more nutrients,
have more odor, and
o require more land to properly use the nutrients.
Removal techniques:
• Hire a custom applicator.
a 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.

EMERGENCY ACTION PLAN
PHONE NUMBERS
DIVISION OF WATER QUALITY (DWQ)
EMERGENCY MANAGEMENT SERVICES (EMS) - (a 0
SOIL AND WATER CONSERVATION DISTRICT (SWCD) 1 - - (2 0
NATURAL RESOURCES CONSERVATION SERVICE (NRCS) I(2-Z�e-LL_-'; t�-)
COOPERATIVE EXTENSION SERVICE (CES) q10 - - /
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.
8

c) Have a professional evaluate the condition of the side walls and the lagoon bottom as soon
as possible.
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 Sheriff's 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:
b. Contractors Address:
c . Contractors Phone:
d. Contact the technical specialist who certified the lagoon (NRCS, Consulting Engineer, etc.)
a. Name:
b. Phone:
7. Implement procedures as advised by DWQ and technical assistance agencies to rectify
the damage, repair the system, and reassess the waste management plan to keep
problems with release of wastes from happening again.
a

INSECT CONTROL CHECKLIST FOR ANIMAL OPERATIONS
Source Cause BMP's to Minimize Odor Site Specific Practices
(Liquid tems)
Flush Gutters Accumulation of solids (.4 Flush system is designed and operated
sKemsove
' ntly to remove accumulated
srom gutters as designed.
( ) bridging of accumulated solids at
discharge
Lagoons and Pits Crusted Solids i aintain 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(✓)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 () esign,operate and maintain feed systems(e.g..
bunkers and troughs)to minimize the accumulation
(ef 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
p ducts).
( nspect for and remove or break up accumulated
solids in filter strips around feed storage as needed.
Antmal Holding Accumulation of animal ( Eliminate low area that trap moisture along fences
Areas wastes and feed wastage an ther locations where waste accumulates and
3ftturbance 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

Dry Manure Handling Accumulations of animal ()Remove spillage on a routine basis(e.g.7-10 day
Systems wastes interval during summer; 15-30 days interval during
winter)where manure is loaded for land application
or disposal.
()Provide for adequate drainage around manure stockpiles
()Inspect for and remove or break up accumulated wastes
in filter 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.
For more information contact the Cooperative Extension Service, Department of Entomology, Box
7613, North Carolina State University, Raleigh, NC 27695-7613.
AMIC-- November 11, 1996
li

SWINE FARM WASTE MANAGEMENT ODOR CONTROL CHECKLIST
Source Cause BMP's to Minimize Odor Site Specific Practices
Farmstead Swine production (p qqdtative or wooded buffers:
( eeommended best management
p tices;
ood judgment and common sense
Animal body Dirty manure ( y floors
surfaces covered animals
Floor surfaces Wet manure-covered ( lotted floors;
floors ( ]W�terers located over slotted floors;
( eeders at high end of solid floors;
(• r pe manure buildup from floors;
( ,Xnderfoor ventilation for drying
Manure collection Urine ( requent manure removal by flush,pit
pits recharge or scrape
Partial microbial ( .6dernoor ventilation
decomposition
Ventilation Volatile gases ! an maintenance;
exhaust fans Dust ( )Efficient air movement
Indoor surfaces Dust ( • ashdown between groups of animals
(Feed additives;
(�eeder covers;
( )F ed delivery downspout extenders to
eeder covers
Flush Tanks Agitation of recycled( )Flush tank covers
lagoon liquid while tanks (,'xtend fill lines to near bottom of tanks
are filling with anti-siphon vents
Flush alleys Agitation during waste (L,4nderfloor 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 ( Ptend discharge point of pipes
pipes at lagoon water underneath lagoon liquid level
Lagoon surfaces Volatile gas emissions ( oper lagoon liquid capacity
Biological mixing Correct lagoon startup procedures
Agitation ( )Minimum surface area-to-volume ratio
(/)Minimum agitation when pumping
C Wechanical aeration
(•)Proven biological additives
Irrigation sprinkler High pressure agitation (•]Irrigate on dry days with little or no wind
nozzles Wind draft ( )Minimum recommended operation pressure
" }Pump intake near lagoon liquid surface
( )Pump from second-stage lagoon
AMOC--November 11,1996
12

Storage tank or Partial microbial ( ) ottom or midlevel loading
basin surface decomposition Mixing while ( Tank covers
filling Agitation when emptying( )Basin surface mats of solids
( roven biological additives or oxidants
Settling basin Partial microbial decom- ( xtend 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 of slurry/sludges
sludge spreader Volatile gas emissions ( )Wash residual manure from spreader after use
outlets ( Proven biological additives or oxidants
Dead animals Carcass decomposition ( roper 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 ( ndary stack burners
Standing water improper drainage ( )4carm access road maintenance
around facilities Microbial decomposition of away from facilities
organic matter
Manure tracked Poorly maintained access ( arm 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 NCSU-BAE
Swine Production Facility Manure Management:Pit Recharge--Lagoon Treatment:EBAE128-88NCSU-BAE
Swine Production Facility Manure Management:Underfloor Fluse-Lagoon Treatment 129-88NCSU-BAE
Lagoon Design and Management for Livestock Manure Treatment and Storage; EBAE103-83NCSU-BAE
Calibration of Manure and Wastewater Application Equipment EBAE Fact Sheet NCSU-BAE
Controlling Odors from Swine Buildings;PIH-33 NCSU-Swine Extension
Environmental Assurance Program: NPPC Manual NC Pork Producers Assoc
Options for Managing Odor;a report from the Swine Odor Task Force NCSU 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.
13

Yk-
Grower: Eddie BdceDesigned y: JD
Address: 2113 Main St. Checked By: DSE
Newberry, SC 29108 Date: 07/02/02
County: Duplin Sheet 1 of 7
ANAEROBIC WASTE LAGOON DESIGN
FARM INFORMATION
Farm Populations
Nursery: ------------------- 0
Finishing: ------------------- 4896 Hd.
Farrow to weanling: ------------------- 0
Farrow to feeder: ------------------- 0
Farrow to finish: ------------------- 0
Boars: ------------------- 0
Storage Period: ------------------- 180 Days
25 Yr. /24 Hr Storm Event ------------------- 7.5 In.
"Heavy Rain" Factor Not Applicable 0.0
Rainfall in Excess of Evaporation ------------------- 7.0 In.
Additional Water Usage: ------------------- 0
Additional Drainage Area: ------------------- 0
LAGOON INFORMATION
Is Lagoon Designed as an Irregular Shape? (Y/N)------------ N
Does Operator Want Emergency Spillway? (Y/N)------------ N
Is This Design for an Existing Farm? (Y/N)------------ Y
Is Drain Tile Req'd to Lower SHWT? (Y/N)------------ N
Seasonal High Water Table Elev: ------------------- 0.00
Freeboard: ------------------- 1.0 Ft.
Emergency Spillway Flow Depth: Not Applicable 0.3 Ft.
Side Slopes: ------------------- 3 :1 (H:V)
Inside Top Length: ------------------- 600.0 Ft.
Inside Top Width: ------------------- 220.0 Ft.
Top of Dike Elevation: --------------- Depth 101.20 Ft.
Finished Bottom Elevation: --------------- 15.00 Ft. 86.20 Ft.
Start Pump Elevation: --------------- 19.92 In. 99.54 Ft.
Stop Pump Elevation: --------------- 83.4 In. 94.25 Ft.
LAGOON VOLUME REQUIRED VOL. DESIGN VOLUMES % REQ'D.
Storm Stor= 82500 (Cu.Ft.) 82,641 (Cu.Ft.) 100.17%
Temporary= 238411 (Cu.Ft.) 590,420 (Cu.Ft.) 247.65%
Permanent= 660960 (Cu.Ft.) 664,858 (Cu.Ft.) 100.59%
Total Volume = 981,871 (Cu.Ft.) 1,337,919 (Cu.Ft.) 136.26%
Min. Required Liner Thickness ------------------- 2.2 Ft.
Lagoon Surface Area: (Inside TOD) ------------------- 132,000 S.F.
Murphy-Brown,LLC Engineering P.O. Box 856,Warsaw,NC 28398 [phone]

Grower: Eddie Brice #2 Designedy: JD
Address: 2113 Main St. Checked By: DSE
Newberry, SC 29108 Date: 07/02/02
County: Duplin Sheet 2 of 7
ACTUAL DESIGN VOLUME CALCULATIONS
LAGOON STAGE-AREA VOLUMES
Contour
Elevation (FT.I Area Incr. Vol. (Cu. FT) Cumul. Vol. (Cu. FT)
86.20 66,300
87.00 69,395 54,278 54,278
88.00 73,329 71,362 125,640
89.00 77,334 75,331 200,971
90.00 81,412 79,373 280,344
91.00 85,561 83,487 363,831
92.00 89,783 87,672 451,503
93.00 94,077 91,930 543,433
94.00 98,442 96,259 639,692
95.00 102,880 100,661 740,354
96.00 107,389 105,135 845,488
97.00 111,971 109,680 955,168
98.00 116,625 114,298 1,069,466
99.00 121,350 118,987 1,188,454
100.00 126,148 123,749 1,312,203
101.00 131,017 128,583 1,440,785
101.20 132,000 26,302 1,467,087
These volumes were calculated using the vertical average end area method.
TOTAL REQD VO 981,871 CF CUMULATIVE VOL. ZONE VOL. 136.26%
END PUMP = = = 94.25 FT 664,858 CF TR'MT 664,858 100.59%
START PUMP = = 99.54 FT 1,255,278 CF TEMP 590,420 247.65%
MAX STORAGE = 100.20 FT 1,337,919 CF STORMI 82,641 100.17%
Murphy-Brown,LLC Engineering P.O. Box 856,Warsaw,NC 28398 [phone]

Grower: Eddie Brice#2 Designed By: JD
Address: 2113 Main St. Checked By: DSE
Newberry, SC 29108 Date: 07/02/02
County: Duplin Sheet 3 of 7
MINIMUM REQUIRED VOLUME CALCULATIONS
Permanent Storage:
Required Treatment Volume:
Animal Type Capacity A cu. . lb) Total
Nursery 0 30 1.00 0
Finishing 4,896 135 1.00 660,960
Farrow to weanling 0 433 1.00 0
Farrow to feeder 0 522 1.00 0
Farrow to finish 1 0 1 1,417 1.00 1 0
Boars 1 0 1 400 1.00 0
Total Required Treatment Volume (cu.ft.)= 660,960
Sludge Storage Volume:
Animal Type Capacity A cu. . = To-ta
Nursery 0 30 0.00 0
Finishing 4,896 135 0.00 0
Farrow to weanling 0 433 0.00 0
Farrow to feeder 0 522 0.00 0
Farrow to finish O'l 1,417 1 0.00 1 0
Boars 0 1 400 0.000 0
Total Required Sludge Storage Volume (cu.ft.)= 0
Temporary Storage Volume:
Manure Production:
Animal Type Capacity Sto. Period ./day)= ota
Nursery 0 180 0.30 0
Finishing 4,896 180 1.37 1,207,354
Farrow to weanling 0 180 4.39 0
Farrow to feeder 0 180 5.30 0
Farrow to finish 0 180 14.38 0
Boars 0 180 4.06 0
Total Manure Production (gals.)= 1,207,354
Total Manure Production (cu.ft.)= 161,411
Excess Fresh Water:
Animal Type Capacity Sto. Period . day =Total
Nursery 0 180 0.20 0
Finishing 4,896 180 0.00 0
Farrow to weanling 0 180 2.90 0
Farrow to feeder 0 180 3.50 0
Farrow to finish 0 180 1 9.50 0
Boars 0 180 2.70 0
Total Fresh Water Excess (gals.)= 0
Total Fresh Water Excess (cu.ft.)= 0
Murphy Family Farms Engineering P.O. Box 759, Rose Hill NC 28458 [phone]

Grower: Eddie Brice#2 Designed By: JD
Address: 2113 Main St. Checked By: DSE
Newberry, SC 29108 Date: 07/02/02
County: Duplin Sheet 4 of 7
Temporary Storage Volume: (Coat.)
Rainfall in Excess of Evaporation:
Vol.=(Lagoon Surface Area +Additional Drainage Area)* Rainfall/ 12in./ft
Vol.= (132000 sq.ft. + 0 sq.ft.) * 7 in. /12 in./ft.
Total Required Volume for Rainfall in Excess of Evap. (cu.ft.)= 77,000
Storm Storage:
Vol.=(Lagoon Surf. Area +Addt'I Drainage Area) *25Yr./24Hr. Storm(in)/ 12in./ft.
Vol.= (132000 sq.ft + 0 sq.ft.) * 7.5 in. /12 in./ft.
Total Required Volume for 25Yr.-24Hr. Storm Event(cu.ft)= 82,500
"Heavy Rain"Storage:
Vol.=(Lagoon Surf.Area +Addt'I Drainage Area) *"Heavy Rain" Factor(in)/ 12in./ft.
Vol.= (132000 sq.ft + 0 sq.ft.) * 0.0 in. /12 in./ft.
Total Required Volume for"Heavy Rain" (cu.ft.) = 0
(for Extended Periods of Chronic Rainfall)
Additional Water Storage:
No Additional Water Storage is Required
Total Required Storm Storage
(25 Yr./24 Hr. Storm + "Heavy Rain") = 82,500 (CU.FT)
Total Required Temporary Storage
(Manure Prod. + Excess Fr. Water+ Rainfall Excess) = 238,411 (CU.FT)
Total Required Permanent Storage
(Treatment+ Sludge) = 660,960 (CU.FT)
TOTAL REQUIRED VOLUME= 981871 (CU.FT.)
Murphy Family Farms Engineering P.O. Box 759, Rose Hill NC 28458 [phone]

Grower: Eddie Brice#2 Designed By: JD
Address: 2113 Main St. Checked By: DSE
Newberry, SC 29108 Date: 07/02/02
County: Duplin Sheet 5 of 7
LAGOON DESIGN SUMMARY
Top of Dike Elevation ------------------- 101.20 FT.
Emergency Spillway Crest Elevation ------------------- Not A Applicable
Top of 25 yr/24 hr Storm Storage ------------------- 100.20 FT.
Top of"Heavy Rain"Storage ------------------- Not Applicable
Start Pump Elevation ------------------- 99.54 FT.
End Pump Elevation ------------------- 94.25 FT.
Top of Sludge Storage ------------------- Not Applicable
Seasonal High Watertable Elev. ------------------- 0.00
Finished Bottom Elevation ------------------- 86.20 FT.
Inside Top Length ------------------- 600.00 FT.
Inside Top Width ------------------- 220.00 FT.
Side Slopes ------------------- 3:1 H:V
Lagoon Surface Area ------------------- 132,000 SF
Min. Liner Thickness (if required) ------------------- 2.2 FT.
Freeboard Depth ------------------- 1.00 FT.
Temporary Storage Period ------------------- 180 Days
TOTAL DESIGN VOLUME = 1337919 (CU.FT.)
Zone Depths:
Treatment/Sludge Storage Zone Depth ----------- 8.1 FT.
Temporary Storage Zone Depth ----------- 5.3 FT.
Freeboard/Storm Storage Zone Depth ----------- 1.7 FT.
Total Lagoon Depth ----------- 15.0 FT.
Murphy Family Farms Engineering P.O. Box 759, Rose Hill NC 28458 [phone]

Grower: Eddie Brice #2 Design -J
Address: 2113 Main St. Checke DSE
Newberry, SC 29108 Date: 07/02/02
County: Duplin Sheet 6 of 7
ZONE ELEVATIONS
TOP OF DIKE ELEV = 101.20
/ \ TOP OF STORM ELEV = 100.20 / \
STRT PMP EL.= 99.54 \ TOP OF TEMP STORAGE ELEV = 99.54 /
END PMP EL. = 94.25 \ TOP OF TREAT ELEV = 94.25 SHWT = 0.00
\ /
FINISHED BOTTOM ELEV = 86.20
Murphy Family Farms Engineering P.O. Box 759, Rose Hill NC 28458 [phone]

Grower: Eddie Brice#2 Designed By: JD
Address: 2113 Main St. Checked By: DSE
Newberry, SC 29108 Date: 07/02/02
County: Duplin Sheet 7 of 7
This livestock waste treatment lagoon is designed in accordance with the North Carolina
Natural Resources Conservation Service PRACTICE STANDARD 359-WASTE TREATMENT
LAGOON, revised prior to June, 1996.
Emergency Spillway:
An Emergency Spillway is not required.
NOTE: See attached Waste Utilization Plan
�w
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`,(ZY.:
DESIGNED:
}
DATE: 7 2,lo
0
COMMENTS:
Murphy Family Farms Engineering P.O. Box 759, Rose Hill NC 28458 [phone]

Urower: Eddie Brice #1 Designed By: FAL
Address: 2113 Main St. Checked By: DSE
Newberry , SC 29108 Date: 07/02/02
County: Du lin Sheet 1 of 7
ANAEROBIC WASTE LAGOON DESIGN
FARM INFORMATION
Farm Population:
Nursery: ------------------- 0
Finishing: ------------------- 3672 Hd.
Farrow to wea n I i ng: ------------------- 0
Farrow to feeder: ------------------- 0
Farrow to finish: ------------------- 0
Boars: ------------------- 0
Storage Period: ------------------- 180 Days
25 Yr. / 24 Hr Storm Event ------------------- 7.5 In.
"Heavy Rain" Factor Not Applicable 0.0
Rainfall in Excess of Evaporation ------------------- 7.0 In.
Additional Water Usage: ------------------- 0
Additional Drainage Area: ------------------- 0
LAGOON INFORMATION
Is Lagoon Designed as an Irregular Shape? (Y/N) ------------ N
Does Operator Want Emergency Spillway? (Y/N) ------------ N
Is This Design for an Existing Farm? (Y/N) ------------ Y
Is Drain Tile Req'd to Lower SHWT? (Y/N) ------------ N
Seasonal High Water Table Elev: ------------------- 35.70 Ft.
Freeboard: ------------------- 1.0 Ft.
Emergency Spillway Flow Depth: Not Applicable 0.3 Ft.
Side Slopes: ------------------- 3 :1 (H:V)
Inside Top Length: ------------------- 600.0 Ft.
Inside Top Width: ------------------- 150.0 Ft.
Top of Dike Elevation: -------------- Depth 52.20 Ft.
Finished Bottom Elevation: -------------- 14.50 Ft. 37.70 Ft.
Start Pump Elevation: -------------- 20.16 In. 50.52 Ft.
Stop Pump Elevation: -------------- 55.8 In. 47.55 Ft.
LAGOON VOLUME REQUIRED VOL. DESIGN VOLUMES % REQ-D.
Storm Stor = 56250 (Cu.Ft.) 56,958 (Cu.Ft.) 101.26%
Temporary = 173558 (Cu.Ft.) 226,198 (Cu.Ft.) 130.33%
Permanent = 495720 (Cu.Ft.) 498,038 (Cu.Ft.) 100.47%
Total Volume = 725,528 (Cu.Ft.) 781,194 (Cu.Ft.) 107.67%
Min. Required Liner Thickness ------------------- 2.1 Ft.
Lagoon Surface Area: (Inside TOD) ------------------- 90,000 S.F.
Murphy-Brown,LLC Engineering P.O. Box 856,Warsaw,NC 28398 [phone]

Grower: Eddie Brice #1 Designed By: FAL
Address: 2113 Main St. Checked By: DSE
Newberry , SC 29108 Date: 07/02/02
County: Du lin Sheet 2 of 7
ACTUAL DESIGN VOLUME CALCULATIONS
LAGOON STAGE-AREA VOLUMES
Contour
Elevation FT.) Area SF Incr. Vol. (Cu. FT) Cumul. Vol. (Cu. FTC
37.70 32,319
38.00 33,359 9,852 9,852
39.00 36,873 35,116 44,968
40.00 40,458 38,665 83,633
41.00 44,116 42,287 125,920
42.00 47,845 45,981 171,901
43.00 51,647 49,746 221,647
44.00 55,521 53,584 275,231
45.00 59,466 57,493 332,724
46.00 63,484 61,475 394,199
47.00 67,573 65,529 459,728
48.00 71,735 69,654 529,382
49.00 75,969 73,852 603,234
50.00 80,274 78,121 681,355
51.00 84,652 821463 763,818
52.00 89,101 86,877 850,695
52.20 90,000 17,910 868,605
These volumes were calculated using the vertical average end area method.
TOTAL REQD VOL 725,528 CF CUMULATIVE VOL. ZONE VOL. 107.67%
END PUMP = = = 47.55 FT 498,038 CF TR'MT 498,038 100.47%
START PUMP = = 50.52 FT 724,236 CF TEMP 226,198 130.33%
MAX STORAGE = 51.20 FT 781,194 CF STORM 56,958 101.26%
Murphy-Brown,LLC Engineering P.O. Box 856,Warsaw, NC 28398 [phone]

Grower: Eddie Brice #1 Designed By: FAL
Address: 2113 Main St. Checked By: DSE
Newberry, SC 29108 Date: 07/02/02
County: Duplin Sheet 3 of 7
MINIMUM REQUIRED VOLUME CALCULATIONS
Permanent Storage:
Required Treatment Volume:
Animal Type Capacity * ALW * (cu.ft./lb) = Total
Nursery 0 30 1.00 0
Finishing 3,672 135 1.00 495,720
Farrow to weanling 0 433 1.00 0
Farrow to feeder 0 522 1.00 0
Farrow to finish 0 1,417 1.00 0
Boars 0 400 1.00 0
Total Required Treatment Volume (cu. ft.)= 495,720
Sludge Storage Volume:
Animal Type Capacity * ALW * (cu.ft./lb) = Total
Nursery 0 30 0.00 0
Finishing 3,672 135 0.00 0
Farrow to weanling 0 433 0.00 0
Farrow to feeder 0 522 0.00 0
Farrow to finish 1 0 1,417 0.00 0
Boars 1 0 400 0.000 0
Total Required Sludge Storage Volume (cu. ft.)= 0
Temporary Storage Volume:
Manure Production:
Animal Type Capacity * Sto. Period ./day) =Total
Nursery 0 180 0.30 0
Finishing 3,672 180 1.37 905,515
Farrow to weanling 0 180 4.39 0
Farrow to feeder 0 180 5.30 0
Farrow to finish 0 1 180 14.38 0
Boars 0 1 180 4.06 0
Total Manure Production (gals.)= 905,515
Total Manure Production (cu.ft.)= 121,058
Excess Fresh Water:
Animal Type Capacity * Sto. Period ./day) =Total
Nursery 0 180 0.20 0
Finishing 3,672 180 0.00 0
Farrow to weanling 0 180 2.90 0
Farrow to feeder 0 180 3.50 0
Farrow to finish 0 180 9.50 0
Boars 0 180 2.70 0
Total Fresh Water Excess(gals.)= 0
Total Fresh Water Excess(cu.ft.)= 0
Murphy Family Farms Engineering P.O. Box 759, Rose Hill NC 28458 [phone]

Grower: Eddie Brice #1 Designed By: FAL
Address: 2113 Main St. Checked By: DSE
Newberry , SC 29108 Date: 07/02/02
County: Duplin Sheet 4 of 7
Temporary Storage Volume: (Cont.)
Rainfall in Excess of Evaporation:
Vol.=(Lagoon Surface Area + Additional Drainage Area) * Rainfall / 12in./ft
Vol.= (90000 sq.ft. + 0 sq.ft.) * 7 in. /12 in./ft.
Total Required Volume for Rainfall in Excess of Evap. (cu.ft.)= 52,500
Storm Storage:
Vol.=(Lagoon Surf. Area + Addt'I Drainage Area) * 25Yr./24Hr. Storm(in) / 12in./ft.
Vol.= (90000 sq.ft + 0 sq.ft.) * 7.5 in. /12 in./ft.
Total Required Volume for 25Yr.-241-1r. Storm Event(cu.ft)= 56,250
"Heavy Rain" Storage:
Vol.=(Lagoon Surf. Area + Addt'l Drainage Area) * "Heavy Rain" Factor(in) / 12in./ft.
Vol.= (90000 sq.ft + 0 sq.ft.) * 0.0 in. /12 in./ft.
Total Required Volume for"Heavy Rain" (cu.ft.) = 0
(for Extended Periods of Chronic Rainfall)
Additional Water Storage:
No Additional Water Storage is Required
Total Required Storm Storage
(25 Yr. / 24 Hr. Storm + "Heavy Rain") = 56,250 (CU.FT)
Total Required Temporary Storage
(Manure Prod. + Excess Fr. Water + Rainfall Excess) = 173,558 (CU.FT)
Total Required Permanent Storage
(Treatment + Sludge) = 495,720 (CU.FT)
TOTAL REQUIRED VOLUME = 725528 (CU.FT.)
Murphy Family Farms Engineering P.O. Box 759, Rose Hill NC 28458 [phone]

Grower: Eddie Brice #1 Designed By: FAL
Address: 2113 Main St. Checked By: DSE
Newberry , SC 29108 Date: 07/02/02
County: Duplin Sheet 5 of 7
LAGOON DESIGN SUMMARY
Top of Dike Elevation ------------------- 52.20 FT.
Emergency Spillway Crest Elevation ------------------- Not Applicable
Top of 25 yr/24 hr Storm Storage ------------------- 51.20 FT.
Top of"Heavy Rain" Storage ------------------- Not Applicable
Start Pump Elevation ------------------- 50.52 FT.
End Pump Elevation ------------------- 47.55 FT.
Top of Sludge Storage ------------------- Not Applicable
Seasonal High Watertable Elev. ------------------- 35.70 FT.
Finished Bottom Elevation ------------------- 37.70 FT.
Inside Top Length ------------------- 600.00 FT.
Inside Top Width ------------------- 150.00 FT.
Side Slopes ------------------- 3:1 H:V
Lagoon Surface Area ------------------- 90,000 SF
Min. Liner Thickness (if required) ------------------- 2.1 FT.
Freeboard Depth ------------------- 1.00 FT.
Temporary Storage Period ------------------- 180 Days
TOTAL DESIGN VOLUME = 781194(CU.FT.)
Zone Depths:
Treatment/ Sludge Storage Zone Depth ----------- 9.8 FT.
Temporary Storage Zone Depth ----------- 3.0 FT.
Freeboard / Storm Storage Zone Depth ----------- 1.7 FT.
Total Lagoon Depth ----------- 14.5 FT.
Murphy Family Farms Engineering P.O. Box 759, Rose Hill NC 28458 [phone]

Grower: Eddie Brice #1 Design —,-
Address:Address: 2113 Main St. Checke DSE
Newberry , SC 29108 Date: 07/02/02
County: Duplin Sheet 6 of 7
ZONE ELEVATIONS
TOP OF DIKE ELEV = 52.20
/ \ TOP OF STORM ELEV = 51.20 / \
STRT PMP EL.= 50.52 \ TOP OF TEMP STORAGE ELEV = 50.52 /
END PMP EL. = 47.55 \ TOP OF TREAT ELEV = 47.55 SHWT = 35.70
J
FINISHED BOTTOM ELEV = 37.70
Murphy Family Farms Engineering P.O. Box 759, Rose Hill NC 28458 [phone]

Grower: Eddie Brice #1 Designed By: FAL
Address: 2113 Main St. Checked By: DSE
Newberry , SC 29108 Date: 07/02/02
" County: Duplin Sheet 7 of 7
This livestock waste treatment lagoon is designed in accordance with the North Carolina
Natural Resources Conservation Service PRACTICE STANDARD 359- WASTE TREATMENT
LAGOON, revised prior to June, 1996.
Emergency Spillway:
An Emergency Spillway is not required.
NOTE: See attached Waste Utilization Plan 0\0 ;
.ate ��:�e..;�•:., ' .;;
_ is i.
DESIGNED:
L 4
DATE: &�
.
da` oy��8�
% So,�°e♦`'`�ti`` a
COMMENTS: ��
Murphy Family Farms Engineering P.O. Box 759, Rose Hill NC 28458 [phone]

rower: Eddie griceDesigned y: JNT
Address: 2113 Main St. Checked By: DSE
Newberry, SC 29108 Date: 07/02/02
County: Duplin Sheet 1 of 7
ANAEROBIC WASTE LAGOON DESIGN
FARM INFORMATION
Farm Population:
Nursery: ------------------- 0
Finishing: ------------------- 4896 Hd.
Farrow to weanling: ------------------- 0
Farrow to feeder: ------------------- 0
Farrow to finish: ------------------- 0
Boars: ------------------- 0
Storage Period: ------------------- 180 Days
25 Yr. /24 Hr Storm Event ------------------- 7.5 In.
"Heavy Rain" Factor Not Applicable 0.0
Rainfall in Excess of Evaporation ------------------- 7.0 In.
Additional Water Usage: ------------------- 0
Additional Drainage Area: ------------------- 0
LAGOON INFORMATION
Is Lagoon Designed as an Irregular Shape? (Y/N)------------ N
Does Operator Want Emergency Spillway? (Y/N)------------ N
Is This Design for an Existing Farm? (Y/N)------------ Y
Is Drain Tile Req'd to Lower SHWT? (Y/N)------------ N
Seasonal High Water Table Elev: ------------------- 46.00 Ft.
Freeboard: ------------------- 1.0 Ft.
Emergency Spillway Flow Depth: Not Applicable 0.3 Ft.
Side Slopes: ------------------- 3 :1 (H:V)
Inside Top Length: ------------------- 500.0 Ft.
Inside Top Width: ------------------- 300.0 Ft.
Top of Dike Elevation: --------------- Depth 52.50 Ft.
Finished Bottom Elevation: --------------- 10.30 Ft. 42.20 Ft.
Start Pump Elevation: --------------- 19.92 In. 50.84 Ft.
Stop Pump Elevation: --------------- 51.6 In. 48.20 Ft.
LAGOON VOLUME REQUIRED VOL. DESIGN VOLUMES % REQ'D.
Storm Stor= 93750 (Cu.Ft.) 95,111 (Cu.Ft.) 101.45%
Temporary= 248911 (Cu.Ft.) 359,106 (Cu.Ft.) 144.27%
Permanent= 660960 (Cu.Ft.) 702,313 (Cu.Ft.) 106.26%
Total Volume= 1,003,621 (Cu.Ft.) 1,156,530 (Cu.Ft.) 115.24%
Min. Required Liner Thickness ------------------- 1.5 Ft.
Lagoon Surface Area: (Inside TOD) ------------------- 150,000 S.F.
Murphy-Brown, LLC Engineering P.O.Box 856,Warsaw,NC 28398 [phone]

Grower: Eddie Brice #3 Designedy: JNT
Address: 2113 Main St. Checked By: DSE
Newberry, SC 29108 Date: 07/02/02
County: Duplin Sheet 2 of 7
ACTUAL DESIGN VOLUME CALCULATIONS
LAGOON STAGE-AREA VOLUMES
Contour
Elevation (FT. r SF Incr. Vol. (Cu. FT) Cumul. Vol. (Cu. FTC
42.20 104,379
43.00 107,649 84,811 84,811
44.00 111,801 109,725 194,536
45.00 116,025 113,913 308,449
46.00 120,321 118,173 426,622
47.00 124,689 122,505 549,127
48.00 129,129 126,909 676,036
49.00 133,641 131,385 807,421
50.00 138,225 135,933 943,354
51.00 142,881 140,553 1,083,907
52.00 147,609 145,245 1,229,152
52.50 150,000 74,402 1,303,555
These volumes were calculated using the vertical average end area method.
TOTAL REQD VO 1,003,621 CF CUMULATIVE VOL. ZONE VOL. 115.24%
END PUMP = = = 48.20 FT 702,313 CF TR'MT 702,313 106.26%
START PUMP = = 50.84 FT 1,061,419 CF TEMP 359,106 144.27%
MAX STORAGE = 51.50 FT 1 1,156,530 CF STORMI 95,111 101.45%
Murphy-Brown,LLC Engineering P.O. Box 856,Warsaw,NC 28398 [phone]

Grower: Eddie Brice#3 Designed By: JNT
Address: 2113 Main St. Checked By: DSE
Newberry, SC 29108 Date: 07/02/02
County: Duplin Sheet 3 of 7
MINIMUM REQUIRED VOLUME CALCULATIONS
Permanent Storage:
Required Treatment Volume:
Animal Type Capacity A cu. . lb = Total
Nursery 0 30 1.00 0
Finishing 4,896 135 1.00 660, 660
Farrow to weanling 0 433 1.00 0
Farrow to feeder 0 522 1.00 0
Farrow to finish 1 0 1 1,417 1.00 0
Boars 0 400 1.00 0
Total Required Treatment Volume(cu. ft.)= 660,960
Sludge Storage Volume:
'Animal Type Capacity ALW cu. . = ITotalNursery 0 30 0.00 Finishing 4,896 135 0.00 Farrow to weanling 0 433 0.00
Farrow to feeder 0 522 0.00 0
Farrow to finish 0 1,417 0.00 0
Boars 0 400 0.000 0
Total Required Sludge Storage Volume (cu. ft.)= 0
Temporary Storage Volume:
Manure Production:
Animal Type Capacity Sto. Period ay =Tota
Nursery 0 180 0.30 0
Finishing 4,896 180 1.37 1,207,354
Farrow to weanling 0 180 4.39 0
Farrow to feeder 0 180 5.30 0
Farrow to finish 1 0 180 14.38 0
Boars 1 0 180 4.06 0-
Total Manure Production (gals.)= 1,207,354
Total Manure Production (cu.ft.)= 161,411
Excess Fresh Water:
Animal ype Capacity Sto. Period ay = I otal
Nursery 0 180 0.20 0
Finishing 4,896 180 0.00 0
Farrow to weanling 0 180 2.90 0
Farrow to feeder 0 180 3.50 0
Farrow to finish 1 0 180 9.50 0
Boars 1 0 180 2.70 0
Total Fresh Water Excess (gals.)= 0
Total Fresh Water Excess (cu.ft.)= 0
Murphy Family Farms Engineering P.O. Box 759, Rose Hill NC 28458 [phone]

Grower: Eddie Brice#3 Designed By: JNT
Address: 2113 Main St. Checked By: DSE
Newberry, SC 29108 Date: 07/02/02
County: Duplin Sheet 4 of 7
Temporary Storage Volume: (Cont.)
Rainfall in Excess of Evaporation:
Vol.=(Lagoon Surface Area +Additional Drainage Area) * Rainfall/ 12in./ft
Vol.= (150000 sq.ft. + 0 sq.ft.) * 7 in. /12 in./ft.
Total Required Volume for Rainfall in Excess of Evap. (cu.ft.)= 87,500
Storm Storage:
Vol.=(Lagoon Surf.Area +Addt'I Drainage Area) *25Yr./24Hr. Storm(in)/ 12in./ft.
Vol.= (150000 sq.ft + 0 sq.ft.) * 7.5 in. /12 in./ft.
Total Required Volume for 25Yr.-24Hr. Storm Event(cu.ft)= 93,750
"Heavy Rain"Storage:
Vol.=(Lagoon Surf.Area +Addt'I Drainage Area) *"Heavy Rain" Factor(in)/ 12in./ft.
Vol.= (150000 sq.ft + 0 sq.ft.) * 0.0 in. /12 in./ft.
Total Required Volume for"Heavy Rain" (cu.ft.) = 0
(for Extended Periods of Chronic Rainfall)
Additional Water Storage:
No Additional Water Storage is Required
Total Required Storm Storage
(25 Yr./24 Hr. Storm +"Heavy Rain") = 93,750 (CU.FT)
Total Required Temporary Storage
(Manure Prod. + Excess Fr. Water+ Rainfall Excess) = 248,911 (CU.FT)
Total Required Permanent Storage
(Treatment+ Sludge) = 660,960 (CU.FT)
TOTAL REQUIRED VOLUME = 1003621 (CU.FT.)
Murphy Family Farms Engineering P.O. Box 759, Rose Hill NC 28458 [phone]

Grower: Eddie Brice#3 Designed By: JNT
Address: 2113 Main St. Checked By: DSE
Newberry, SC 29108 Date: 07/02/02
County: Duplin Sheet 5 of 7
LAGOON DESIGN SUMMARY
Top of Dike Elevation ------------------- 52.50 FT.
Emergency Spillway Crest Elevation ------------------- Not A Applicable
Top of 25 yr/24 hr Storm Storage ------------------- 51.50 FT.
Top of"Heavy Rain"Storage ------------------- Not Applicable
Start Pump Elevation ------------------- 50.84 FT.
End Pump Elevation ------------------- 48.20 FT.
Top of Sludge Storage ------------------- Not Applicable
Seasonal High Watertable Elev. ------------------- 46.00 FT.
Finished Bottom Elevation ------------------- 42.20 FT.
Inside Top Length ------------------- 500.00 FT.
Inside Top Width ------------------- 300.00 FT.
Side Slopes ------------------- 3:1 H:V
Lagoon Surface Area ------------------- 150,000 SF
Min. Liner Thickness (if required) ------------------- 1.5 FT.
Freeboard Depth ------------------- 1.00 FT.
Temporary Storage Period ------------------- 180 Days
TOTAL DESIGN VOLUME= 1156530 (CU.FT.)
Zone Depths:
Treatment/Sludge Storage Zone Depth ----------- 6.0 FT.
Temporary Storage Zone Depth ----------- 2.6 FT.
Freeboard/Storm Storage Zone Depth ----------- 1.7 FT.
Total Lagoon Depth ----------- 10.3 FT.
Murphy Family Farms Engineering P.O. Box 759, Rose Hill NC 28458 [phone]

Grower: Eddie Brice#3 Design ,,,qT
Address: 2113 Main St. Checke DSE
Newberry, SC 29108 Date: 07/02/02
County: Duplin Sheet 6 of 7
ZONE ELEVATIONS
TOP OF DIKE ELEV = 52.50
/ \ TOP OF STORM ELEV = 51.50 / \
\ 1
STRT PMP EL.= 50.84 \ TOP OF TEMP STORAGE ELEV = 50.84 /
END PMP EL. = 48.20 \ TOP OF TREAT ELEV = 48.20 SHWT = 46.00
FINISHED BOTTOM ELEV = 42.20
Murphy Family Farms Engineering P.O. Box 759, Rose Hill NC 28458 [phone]

Grower: Eddie Brice#3 Designed By: JNT
Address: 2113 Main St. Checked By: DSE
Newberry, SC 29108 Date: 07/02/02
County: Duplin Sheet 7 of 7
This livestock waste treatment lagoon is designed in accordance with the North Carolina
Natural Resources Conservation Service PRACTICE STANDARD 359-WASTE TREATMENT
LAGOON, revised prior to June, 1996.
Emergency Spillway:
An Emergency Spillway is not required.
NOTE: See attached Waste Utilization Plan
5:-
DESIGNED:
_ J ter•
DATE: a
COMMENTS:
Murphy Family Farms Engineering P.O. Box 759, Rose Hill NC 28458 [phone]

^
''perator: J. E. Bk:ZL h2 County : DUPLIN Date : 10/20/95
^ tance to nearest residence (other than owner) : 1500. 0 feet
A . AVERAGE LIVE WEIGHT (ALW)
0 sows (faTrow to finish) x 1417 lbs. = 0 lbs
0 sows (faTrow to feeder) x 522 lbs. = 0 lUs
4896 head (finishing only) x 135 lbs. = 660960 lbs
0 sows (farrow to wean) x 433 los. = 0 lbs
0 head (wean to feeder) x 30 lbs. = 0 lbs
Describe ozner : : 0
Total Average Live Weight = 660960 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 660960 lbs. ALW x Treatment Volume (CF) /lb. ALW
Treatment Volume (CF) /lb. ALW = 1 CF/lb. ALW
Volume = 660960 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0. 0 cubic feet
4. TOTAL DESIGNED VOLUME
Inside top length (feet) --------------------- 600. 0
Inside top width (feet) ---------------------- 220. 0
Top of dike elevation (feet) ----------------- 101. 2
Bottom of lagoon elevation (feet) ------------ 86. 2
Freeboard (feet) ----------------------------- 1. 0
'
Side slopes (inside lagoon) ------------------ 3. 0 : 1
Total design volume using prismoidal formula
SS/END! SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3. 0 3. 0 3. 0 3. 0 594. 0 214. 0 14. 0
AREA OF T]P
LENGTH * WIDTH =
594. 0 214. 0 127116 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
510. 0 130. 0 66300 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
552. 0 172. 0 379776 (AREA OF MIDSECTION * 4)
CU. FT. = [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
127116. 0 379776. 0 66300. 0 2. 3
Total Designed Volume Available = 1337448 CU. FT.
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^
5. TEMPUPAR/ STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
600. 0 220. 0 132000. 0 square feet
Buildings (roof and lot water)
0. 0 square feet Describe this area.
TOTAL DA 132000. 0 square feet
Design temporary storage period to be 180 days.
5A. Volume of waste produced
Feces & urine production in gal. /day per 135 lb. ALW 1. 37
Volume = 660960 lbs. ALW/135 lbs. ALW * 1. 37 gal/day 180 days
Volume = 1207354 gals. or 161410. 9 cubic feet
r 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 recircolate
the lagoon water are accounted for in 5A.
Vclume = 0. 0 gallons/day * 180 days storage/7. 48 gallons
per OF
Volume = 0. 0 cubic feet
5C. Wo] ume of rainfall in excess of evaporation
Lse period of time when rainfall exceeos evaporation by largest amount.
180 days excess rainfall = 7. 0 inches
Volume = 7. 0 in * DA / 12 inches per foot
Volume = 77000. 0 cubic feet
'
'

^ `
Volume of 25 year - 24 hour storo.
Volume = 7. 5 inches / l2 inches per foot * DA
Volume = 82500. 0 cubic fee-!,
TOTAL REQUIRED TEMPORARY STORAGE
5A. 161411 cubic feet
5B. 0 cubic feet
5C. 77000 cubic feet
5D. 82500 cuoic feet
TOTAL 320911 cubic feet
6. SUMMARY
Temporary storage period====================> 180 days
Rainfall in excess of evaporation===========> 7. 0 inches
25 year - 24 hour rainfall==================> 7. 5 inches
Freeboard===================================> 1. 0 feet
Side slopes=================================> 3. 0 : 1
Inside top length===========================> 600. 0 feet
Inside top width============================> 220. 0 feet
Top of dike elevation=======================> 101. 2 feet
Bottom of lagoon elevation==================> 86. 2 feet
Total required volume=======================> 981871 cu. ft. *
Actual design volume========================> 1337448 cu. ft. *
Seasonal high watertable elevation (SHWT) ===> 0. 0 feet
Stop pumping elev. ==========================> 96. 1 feet *
Must be > or = to the SHWT elev. ==========> 0. 0 feet
Must be > or = to min. req. treatment el. => 92. 2 feet
Required minimum treatment volume===========> 660960 cu. ft.
Volume at stop pumping elevation============> 856193 cu. ft.
Start pumping elev. =========================> 98. 4 feet *
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr. - 24 hr. rainfall==> 1254948 cu. ft.
Volume at start pumping elevation===========> 1116423 cu. ft.
Required volume to be pumped================> 238411 cu. ft. w
Actual volume planned to be pumped==========> 260230 cu. ft. *
Min. thi k f soil liner when required==> 2. 2 feet
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7. DESIGNED BY '",� //~~'-_ APPROVED BY:
DATE: ° DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:
'