310143_Application_20240328

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, 2024,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 3,2024.
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. Certificate Of Coverage Number: AWS310143
2. Facility Name: The General
3. Permittee's Name(same as on the Waste Management Plan): Thrifty Hoe LLC
4. Permittee's Mailing Address: PO Box 2107
0
City: Elizabethtown State: NC Zip: 28337-(591�
Telephone Number: 910-862-7400 Ext. E-mail:
5. Facility's Physical Address: 195 Johnson Parker Rd
City: Rose Hill State: NC Zip: 28458
6. County where Facility is located: Duplin
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): Brandon Lee Norris Phone No.: .,VS -6.217 OIC#: 1004381
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 7,344
Operation Types:
Swine Cattle Dry Poultry Other Types
Wean to Finish Dairy Calf Non Laying Chickens Horses-Horses
Wean to Feeder Dairy Heifer Laying Chickens Horses-Other
Farrow to Finish Milk Cow Pullets Sheep-Sheep
Feeder to Finish Dry Cow Turkeys Sheep-Other
Farrow to Wean Beef Stocker Calf Turkey Pullet
Farrow to Feeder Beef Feeder
Boar/Stud Beef Broad Cow Wet Poultry
Gilts Other Non Laying Pullet
Other Layers

13. Waste Treatment Lagoons,Digesters and Waste Storage Ponds(WSP):(Fill/Verify the following information.
Make all necessary corrections and provide missing data.)
Structure Type Estimated Liner Type Estimated Design Freeboard
Structure (Lagoon/Digester/ Date (Clay,Synthetic, Capacity Surface Area "Redline"
Name WSP) Built Unknown) (Cubic Feet) (Square Feet) (Inches)
1 Lagoon 12/17/1988 Full,clay 720,973.00 108,900.00 19.50
2 Lagoon 12/17/1988 Full,clay 495,720.00 87,120.00 19.50
Submit 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), either by mailing to the address below or sending it via
email to the email 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
£ The maximum PAN to be applied to every land application field
g. The waste application windows for every crop utilized in the WUP
It. 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,solids separators,sludge drying system,waste transfers,etc.)
I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that,
if all required parts of this application are not completed and that if all required supporting information and attachments are not
included,this application package will be returned to me as incomplete.

Note: In accordance with NC General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false
statement, representation, or certification in any application may be subject to civil penalties up to $25,000 per violation. (18
U.S.C.Section 1001 provides a punishment by a fine of not more than$10,000 or imprisonment of not more than 5 years,or both
for a similar offense.)
Print the Name of the Permittee/Landowner/Signing Official and Sign below.(If multiple Landowners exist,all landowners
should sign. If Landowner is a corporation,signature should be by a principal executive officer of the corporation):
Name(Print): /fe I Title: ©WV%, .
Signature: Date: ' ZLS -• Z<q
Name(Print): Title:
Signature: Date:
Name(Print): Title:
Signature: Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
E-mail: [e-mail]
NCDEQ-DwR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh,North Carolina 27699-1636

WASTE UTILIZATION PLAN
Monday, August 28, 2023
Producer: Thrifty Hog, LLC
Farm Name : The General 31-143
PO Box 2107
Elizabethtown,NC 28337
Telephone# : [phone]
Type of Operation : Feeder to Finish Swine
Number of Animals : 7344 hogs design capacity
Application Method: irrigation
The waste from your animal facility must be land applied at a specified rate to prevent
pollution of surface 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
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. Always apply waste based on the needs of the crop to be grown and the nutrient
contents of the waste. Do not apply more nitrogen than the crop can utilize. Soil types are
important as they have different infiltration rates, leaching potentials, cation exchange
capacities, and avaialable water holding capacities. Normally waste shall not be applied to
land eroding at greater than 5 tons per acre per year. With special pre-cautions, waste may
be applied to land eroding at up to 10 tons per acre per year. 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 DEM regulations. Wind
conditions should also be considered to avoid drift and downwind odor problems. 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 to bare ground not more
than 30 days prior to planting. Injecting the waste or disking will conserve nutrients and
reduce odor problems. This plan is based on waste application through irrigation for this is
the manner in which you have chosen to apply your waste. If you choose to inject the waste
in the future, you need to revise this plan. Nutrient levels for injecting waste and irrigating
waste are not the same.
The estimated acres needed to apply the animal waste is based on typical nutrient content for
this type of facility. Acreage requirements should be based on the waste analysis report from
your waste management facility. Attached you will find information on proper sampling
techniques, preparation, and transfer of waste samples to the lab for ananlysis. This waste
utilization plan, if carried out, meets the requirements for compliance with 15A NCAC
2H.0217 adopted by the Environmental Management Commission.
Page 1 of 11

AMOUNT OF WASTE PRODUCED PER YEAR (gallons, ft3, tons, etc.)
7344 hogs X 1.9 tons waste/hogs/year= 13953.6 tons
AMOUNT OF PLANT AVAILABLE NITROGEN (PAN) PRODUCED PER YEAR
7344 hogs X 1.67 Ibs PAN/hogs/year = 12264.48 PAN/year
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.
The following acreage will be needed for waste application based on the crop to be grown,
soil type and suface application.
TABLE 1 : ACRES OWNED BY PRODUCER
TRACT FIELD SOIL TYPE&CLASS- CROP YIELD LBS AW COMM ACRES LBS AW APPLIC.
DETERMINING PHASE CODE N/ACRE N/ACRE USED TIME
9999 10 LEON ALL C 187 125.29 0 5.8 726.682 FEB15-JUN
9999 10 LEON ALL SB 60 233.4 0 5.8 1353.72 APR-SEP15
9999 10 LEON ALL W 56.2 114.086, 0 5.8 661.699 SEP-APR
9999 11 LEON ALL C 187 125.29 0 4.11 514.942 FEB15-JUN
9999 11 LEON ALL SB 60 233.4 0 4.11 959.274 APR-SEP15
9999 11 LEON ALL W 56.2 114.086 0 4.11 468.893 SEP-APR
9999 12 LEON ALL C 187 125.29 0 2.07 259.350 FEB15-JUN
9999 12 LEON ALL SB 60 233.4 0 2.07 483.138 APR-SEP15
9999 12 LEON ALL W 56.2 114.086 0 2.07 236.158 SEP-APR
9999 * 12A LEON ALL C 187 125.29 0 1.25 156.613 FEB15-JUN
9999 12A LEON ALL SB 601 233.4 0 1.25 291.75 APR-SEP15
9999 12A LEON ALL W �56.2 1�14.086, 0 1.25 142.608 SEP-APR
9999 13 LEON ALL C 187 125.29 0 7.17 898.329 FE615-JUN
9999 13 LEON ALLMSB
SB 60 233.4 0 7.17 1673.48 APR-SEP15
9999 13 LEON ALLW 56.2 114.086 0 7.17 817.997 SEP-APR
9999 * 14 LEON ALLC 187 125.29 0 6.66 834,431 FEB15-JUN
9999 14 LEON ALL 60 233.4 0 6.66 1554.44 APR-SEP15
9999 14 LEON ALLW 56.2 114 086 01 6.66 759.813 SEP-APR
9999 15 LEON ALL C 187 125.29 0 4.65 582.599 FEB15-JUN
gggg 15 LEON ALL TSBr 60 233.4 0! 4.65 1085.31 APR-SEP15
9999 15 LEON ALL 56.2 56.2 114.08& 01 4.65 530.5 SEP-APR
9999 * 16 LEON ALL C 187 125.29 0 5.47 685.336 FE1315-JUN
9999 * 16 LEON ALL SB 60 233.4 0 5.47 1276.7 APR-SEP15
9999 16 LEON ALL W 56.2 114.086 0 5.47 624.050 SEP-APR
9999 17 LEON ALL C 187i 125.29 0 3.1 388.399 FEB15-JUN
9999 17 LEON ALL SB 60 233.4 0 3.1 723.54 APR-SEP15
* - ----
9999 17 LEON ALL W 56.2 114.0861 0� 3.1 353.667 SEP-APR
9999 18 LEON ALL C 187', 125.29� 0 4.62 578.84 FE615-JUN
- -- ---- - --1 -�- -- - - E- - - -
9999 18 LEON ALL SB 60 233.4 0 4.62 1078.31 APR-SEP15
9999 18 LEON ALL W 56.2 114.086 0 4.62 527.077 SEP-APR
9999 19 LEON ALL C 187 125.29 0 3.82 478.608 FEB15-JUN
9999 19 LEON ALL SB 60 233.4 0 3.82 891.588 APR- EEP15
9999 19 LEON ALL w 56.2 114.086 0 3.82 435.809 SEP-APR
9999 2 FORESTON ALL c 187 445.86 _ 0 6.74 983.096 FEB15-JUN
* 2 FORESTON ALL _-
i 0 6.74 1581.20 APR-SEP15
9999 2 FORESTON ALL W 60 4.0 6,
114.086i OT6.74 768.94 SEP-APR
9999 20 FORESTON ALL C 187�145.86� 0 4.78 697.211 FEB15-JUN
9999 20 FORESTON ALL SB 60 234.6 0 4.78 1121.39 APR-SEP15
9999 20 FORESTON ALL W 56.2 114.086 0 4.78 545.331 SEP-APR
9999 21 LEON ALL C 1871 125.29 0 3.5 438.515 FE1315-JUN
9999 21 LEON ALL SB 601 233A 0 3.5 816.9 APR-SEP15
Page 2 of 11

Y
9999 21 LEON ALL W i 56.2 114.0861 0 3.5 399.301 SEP-APR
9999 22 FORESTON ALL C 187 145.86 0 1.82 265.465 FEB15-JUN
9999 * 22 FORESTON ALL SB 60 234.6 0 1.82 426.972 APR-SEP15
9999 22 FORESTON ALL W 56.2 114.086 0 1.82 207.637 SEP-APR
9999 23 LEON ALL C 187 125.29 0 2.04 255.592 FEB15-JUN
-- - - --
9999 23 LEON ALL SB 60 233 4 0 2.04 476.136 APR-SEP15
9999 23 LEON ALL W 56.2 114.086i 0 2.04 232.735 SEP-APR
9999 * 3 FORESTON ALL C i 1871 145.86 01 3.12 455.083 FEB15-JUN
9999 3 FORESTON ALL �SB�- 60 234.6 0 3.12 731.952 APR-SEP15
9999 3 FORESTON ALL W 56.2 114.086 0 3.121 355,948 SEP-APR
9999 4 FORESTON ALL C 187 145.86 0 3.441 501.758 FEB15-JUN
9999 * 4 FORESTON ALL SB 60 234.6 0 3.44 807.024 APR-SEP15
9999 4 FORESTON ALL W 56.2 114.086 0 3.44 392.456 SEP-APR
9999 5 LEON ALL C 1871 125.29 0 5.62 704.13 FEB15-JUN
0f 233.4 5.62 1311.71 APR-SEP15
9999 5 LEON ALL SB I- _ _60 1 �- -� _
9999 5 LEON ALL W 56.2 114.086 0 5.62 641,163 SEP-APR
9999 6 FORESTON ALL C 187 145.86 0 4.8 700.128 FEB15-JUN
9999 * 6 FORESTON ALL SB 60 234.6 0 4.8 1126.08 APR-SEP 15
9999 6 FORESTON ALL W 56.2 114.086 0 4.8 547.613 SEP-APR
9999 7 LEON ALL C 187 125.29 0 4.87 610.162 FEB15-JUN
9999 7 LEON ALL SB 60 233.4 0 4.87 1136.66 APR-SEP15
9999 7 LEON ALL W 56.2 114.086 0 4.87 555.599 SEP-APR
9999 8 LEON ALL C 187 125.29 0 5.83 730.441 FEB15-JUN
9999 8 LEON ALL SB 60 233.4 0 5.83 1360.72 APR-SEP15
9999 8 LEON ALL W 56.2 114.086 0 5.83 665.121 SEP-APR
9999 9 LEON ALL C 187 125.29 0 3.95 494.896 SEP15-JUN
9999 * 9 LEON ALL SB 60 233.4 0 3.95 921.93 APR-SEP15
9999 9 LEON ALL W 56.2 114.086 0 3.95 450.64 SEP-APR
9999 * SUB 1 FORESTON ALL C 187 145.861 0 1.71 249.421 SEP15-JUN
9999 * SUB 1 FORESTON ALL SB 60 231.61
0 1.71 401.166 APR-SEP15
9999 * SUB 1 FORESTON ALL W 56.2 114.0861 0 1.71 195.087 SEP-APR
9999 SUB 2 LEON ALL C 1871 125.291 0 2.61 327.007 FEB15-JUN
9999 * SUB 2 LEON ALL SB 60 233.4 0 2.61 609.174 APR-SEP15
9999 * SUB 2 LEON ALL W 56.2 114.086 0 2.61 297.764 SEP-APR
9999 SUB 3 LEON ALL C 187 125.29 0 2.15 269.374 FEB15-JUN
9999 SUB 3 LEON ALL SB 60 233.41 0 2.15 501.81 APR-SEP15
9999 * SUB 3 LEON ALL W 561 114.086 0 2.15 245.285 SEP-APR
9999 SUB 4 LEON ALL - C 501 62.5i 0 7.45 465.625 MAR-JUN
9999 SUB 4 LEON ALL PSB
60i 233.4 0 7.45 1738.83 APR-SEP15
9999 SUB 4 LEON ALL 56.2 114.086 0 7.45 849.941 SEP-APR
9999 * SUB 5 LEON ALL 187 125.29 0 2.69 337.030 FEB15-JUN
9999 * SUB 5 LEON ALL 60 233.4 02.69 627.846 APR-SEP15
9999 * SUB 5 LEON ALL 56.2 114.086 0 2.69 306.891 SEP-APR
9999 * SUB 6 LEON ALL C 187 125.29 0 3.08 385.893 FEB15-JUN
9999 * SUB 6 LEON ALL SB 601_ 233.4 0 3.08 718.872 APR SEP15
9999 * SUB 6 LEON ALL W 1 56.2', 114.086 0 3.08 351.385 SEP-APR
9999 * SUB 7 LEON ALL C 187 125.29 0 0.81 101.485 FEB15-JUN
9999 * SUB 7 LEON ALL SB 60 233A 0 0.81 189.054 APR-SEP15
9999 * SUB 7 LEON ALL W 56.2 114.086 0 0.81 92.4097 SEP-APR
9999 * SUB 8 LEON ALL C 187 125.29 0 3.12 390.905 FEB15-JUN
9999 * SUB 8 LEON ALL SB 60 233.4 0 3.12 728.208 APR-SEP15
9999 SUB 8 LEON ALL W i 56.21 114.086 0 3.12 355.648 SEP-APR
TOTALS: 29093.8
Indicates that this field is being overseeded (i.e. interplanted) or winter annuals follow
summer annuals.
* Indicates a Crop Rotation
NOTE: The applicator is cautioned that P and K may be over applied while meeting the N
rani iirmantc Raninninrn in 1 QQR the (-nPCtni 7nnP nn SlnilnPmPnt Ant WIII rpm IIrP fArmPrz in
Page 3 of 11

some eastern counties of NC to have a nutrient management plan that addresses all
nutrients. This plan only addresses Nitrogen.
Page 4 of 11

TABLE 2 : ACRES WITH AGREEMENT OR LONG TERM LEASE
(Agreement with adjacent landowners must be attached.)
(Required only if operator does not own adequate land. See required specifications 2.)
There are no Acres Leased
Indicates that this field is being overseeded (i.e. interplanted) or winter annuals follow
summer annuals.
* Indicates a Crop Rotation
* Acreage figures may exceed total acreage in field due to overseeding.
**Lbs AW N (animal waste nitrogen) equals total required nitrogen less any commercial
nitrogen (COMM N) supplied.
The following legend explains the crop codes used in TABLES 1 and 2 above:
CROP CODE CROP UNITS LBS N/UNIT
BUSHELS i
C CORN -_-- -- -- - -- 1.25
BUSHELS
SB SOYBEANS 4
SB SOYBEANS
W WHEAT --
Page 5 of 11

TOTALS FROM TABLES 1 AND 2
ACRES LBS AW
N USED
-- -- —
TABLE 1 22.651 29,094
TOTALS: 122.5 29,094
AMOUNT OF N PRODUCED: 12,264
'BALANCE -16,829
*** This number must be less than or equal to 0 in order to fully utilize the animal waste N
produced.
Acres show in each of the preceeding tables 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.
NOTE: The Waste Utilization Plan must contain provisions for periodic land application of
sludge at agronomic rates. The sludge will be nurturient rich and will require precautionary
measures to prevent over application of nutrients or other elements. Your production facility
will produce approximately 2717.28 pounds of plant available nitrogen (PAN) per year in the
sludge that will need to be removed on a periodic basis. This figure is PAN when
broadcasting the sludge. Please be aware that additional acres of land, as well special
equipment, may be needed when you remove this sludge.
See the attached map showing the fields to be used for the utilization of waste water.
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.
Your facility is designed for 180 days of temporary storage and the temporary storage must
be removed on the average of once every 5.92 months. In no instance should the volume of
waste being stored in your structure be within 1.7 feet of the top of the dike.
If surface irrigation is the method of land application for this plan, it is the responsiblity of the
producer and irrigation designer to ensure that an irrigation system is installed to properly
irrigate the acres shown in Tables 1 and 2. Failure to apply the recommended rates and
amounts of Nitrogen shown in the tables may make this plan invalid.
The following table is provided as a guide for establishing application rates and amounts.
APPLICATION APPLICATION
TRACT FIELD SOIL TYPE CROP RATE(in/hr) AMT.(-inch-es)
- - -- --_---
-
gggg *21,*23,5,7,8,9, SUB 2, LEON ALL w
gggg 21,*23,*5,*7,*8,*9,*SUB LEON ALL SB- —
9999 21, 23, 5, 7, 8, 9, SUB LEON ALL C 0.65
'gggg 2,*20,*22,3,4,6,*SUB 1 FORESTON ALL W 0.65 *1
999g 2,*20 *22,*3,*4,*6,*SUB FORESTON ALL SB + 0.50 1
gggg z,*zo 22,*3,*4,*6,*SUB FORESTON ALL C 0.50 1
* 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 the nitrogen limitation. The maximum
application amount shown can be applied under optimum soil conditions.
Page 6 of 11

NARRATIVE OF OPERATION
The acreages are based on the previous waste plan dated 6/15/15 written by Toni King. Plan
is based on actual three year on farm yield records. The lastest nitrogen coefficient was used.
Page 7 of 11

PLANS & 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. Illegal discharges are subject
to assessment of civil penalties of $10,000 per day by the Division of Water Quality for every
day the discharge continues.
2. The Field Office must have documentation in the design folder that the producer either
owns or has long term access to adequate land to properly dispose of waste. If the producer
does not own adequate land to properly dispose of waste, he shall provide NRCS with a copy
of a written agreement with a landowner who is within a reasonable proximity, allowing
him/her the use of the land for waste application for the life expectancy of the production
facility. It is the responsibility of the owner of the facility to secure an update of the Waste
Utilization Plan when there is a change in the operation, increase in the number of animals,
method of utilization, or available land.
3. Animal waste shall be applied to meet, but not exceed, the Nitrogen needs for realistic crop
yields based on soil type, available moisture, historical data, climate conditions, and level of
management, unless there are regulations that restrict the rate of application for other
nutrients.
4. Animal waste may be applied to land that has a Resource Management System (RMS) or
an Alternative Conservation System (ACS). If an ACS is used the soil loss shall be no greater
than 10 tons per acre per year and appropriate filter strips will be used where runoff leaves
the field. These filter strips will be in addition to "Buffers" required by DEM. (See FOTG
Stantard 393 - Filter Strips and Standard 390 Interim Riparian Forest Buffers).
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 irrigation field.
6. When animal waste is to be applied on acres subject to flooding, it will be soil incorporated
on conventionally tilled cropland. When 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" in the NRCS Technical Reference -
Environment file 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 conditions
conducive to odor or flies and to provide uniformity of application.
8. Animal waste shall not be applied to saturated soils, during rainfall events, or when the
surface is frozen.
9. Animal waste shall be applied on actively growing crops in such a manner that the crop is
not covered with waste to a depth that would inhibit growth.
10. Waste nutrients 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 a crop on bare soil.
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 from anv Derennial stream or river (other that an irriaation ditch or canal. Animal waste
Page 8 of 11

other than swine waste from facilities sited on or after October 1, 1995), shall not be applied
closer than 25 feet to perennial waters. (See Standard 393 - Filter Strips)
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 landownwer.
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 croplands
provided they have been approved as a land application site by a "technical specialist".
Animal waste should not be applied on grassed waterways that discharge directly into water
courses, except when applied at agronomic rates and the application causes no runoff or drift
from the site.
*16. Domestic and industrial waste from washdown facilities, showers, toilets, sinks, etc.,
shall not be discharged into the animal waste management system.
*17. A protective cover of appropriate vegetation will be established on all disturbed areas
(lagoon embankments, berms, pipe runs, etc.). If needed, special vegetation shall be
provided for these areas and 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. Lagoon 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 as a preemergence with no other 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 fpr 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
element. Zinc and copper levels in the soils shall be monitored and alternative crop sites
shall be used when these metals approach excessive levels. pH shall be adjusted for
optimum crop production amd maintained. Soil and waste analysis records shall be kept for
five (5) years. Poultry dry waste application records shall be maintained for three (3) years.
Waste application records for all other waste shall be maintained for five (5) years.
23. Dead animals will be disposed of in a manner that meets North Carolina Department of
Agriculture regulations.
* Liquid Systems
Page 9 of 11

NAME OF FARM: The General 31-143
OWNER/ MANAGER AGREEMENT
I (we) understand and will follow and implement the specifications and the operation and
maintenance precedures estalished in the approved animal waste utilization 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 utilization
plan and a new certification to be submitted to DEM before the new animals are stocked.
I (we) understand that I must own or have acces to equipment, primarily irrigation equipment,
to land apply the animal waste described in this waste utilization plan. This equipment must
be available at the appropriate pumping time such that no discharge occurs from the lagoon
in a 25-year 1-day storm event. I also certify that the waste will be applied on the land
according to this plan at the appropriate times and at rates that no runoff occurs.
NAME OF FACILITY ER: T if Hog, L C
SIGNATURE: DATE:
NAME OF MANAGER (if diffe e t from owner): i g)(r'o d
please print
SIGNATURE: DATE:
NAME OF TECHNICAL SPECIALIST: Greylon Barwick
AFFILIATION: Barwick Ag Services, LLC
ADDRESS (AGENCY): 103 Country Club Circle
Clinton, NC 283283028
(910) 5-188
SIGNATURE: DATE:
Page 11 of 11

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Swine Farm Waste Management Odor Control Checklist
Source Cause BMPs to Minimize`Odor Site Strecilit Pr:t}u i«
------ ---- -- -- _— _ ----- _ . —
Pit recharge points n:,teucl recharge lii}c in
liquid while pits are filling
Ind
1.
1 IA Agitation during wastewater
lagoon conveyance ti,-ttk+kt I.
4:iluEtt�,
t
c
pUI11j)ing
Wind drift !iEEinEniE; P ,,,,, opsratinv; _ic,_
X
F] Pump intake near lagoon ,I ! E
f Pump from second-stage lagoon
Storage tank or basin • Partial microbial decomposition Bottom or midlevel loading
surface
• Mixing while filling ❑ Tank covers
• Agitation when emptying Basin surface mats of solids
❑ Proven biological additives or oxidants
AMOC—November 11, 1996,page 2

Swine Farm Waste Management Odor Control Checklist
Source Cause BMPs to Minimize Odor _ _ Site Speclfle Practices
Farmstead Swine production
�cii•::,.
OZ
R'nimal bodyo
-- -
o
® loor surfaces Wet manure-covered
ru l'J I` }e1';ii°1'C f'- �a li aliC,� .6. •i ,l i.. .1 -,,.•e, .
(� R
•t
fad i
Partial microbial
fans
9 Dust Efficient air movement—
X
Indoor surfaces_ ® Dust FI Washdown between
Feed additives
X
❑ Feeder covers
Feed delivery downspout extenders to feeder
covers
Flush tanks • Agitation of recycled lagoon ❑ Flush tank covers
liquid while tanks are filling
Extend fill lines to near bottom of tanks with
�E_I anti-siphon vents
Flush alleys • Agitation during wastewater ❑ Underfloor flush with underfloor ventilation
conveyance
AMOC—November 11, 1996, page 1

Swine Farm Waste Management Odor Control Checklist
Source Cause )BMPs to Minimize Odor Site S ecific Practices
Settling basin drainpipe cutlets nndl,,rn^atb l�vol
b
vvhilo
Soil
animal
pits
Proper location/construction
Incinerators ® Incomplete combustion Secondary stack burners
_ I I
Standing water around . Improper drainage Grade and landscape such that water drains away
facilities from facilities
• Microbial decomposition of
or,anic matter
Manure tracked onto • Poorly maintained access roads ❑ Farm access road maintenance
public roads from farm
access
AMOC—November 11, 1996,page 3

L f
Additional Infornintion: Available From:
r .0200
.'i l','1 S1L` Orl'ln�,lll:111L4 1 .i,
Options for Managing
`�'6 i.•r�,.. rr�.._ i ' ,. �,. �{�c +fib
AMOC—November 11, 1996,page 4

1 1
3 1- 1 �3
Insect Control
Uquid Systems
orsolinti
gutters as designed
Remove bridging of mxumuiated
1�.01 i-'{' S'!1".L'111'1 irl 'i ,i 11;iin 111
i
_ _ DrY Systems___
• Peed spillage (( Design,operate,and maintain feed s
l� bunkers and troughs)to miniini7l.th
accumulation of decaying wastage
❑ Clean up spillage on a routine basis
10-day interval during summer; 15-to 30-day
interval during winter)
AMIC—November 11, 1996,page 1

Insect Control
covered bin for brewer's grain and si
•nil I •• P+.4;s;la
i
accumulated solids as neekled)
Dry manure Pt move spillage on a rouiHIC lr�sis t
systems L—f day interval during summer; l 5-to
interval during winter)where rnanur: ;
for land application or disposal
ElProvide for adequate drainage arour
stockpiles
❑ Inspect for and remove or break up accumulated
wastes in filter strips around stockpiles and
manure handling areas as needed
For more information contact:
Cooperative Extension Service,Department of Entomology,Box 7613,North Carolina State University,Raleigh,NC 27695-7613.
AM IC—November 11, 1996,page 2

3 )- 6(3
�. PLAN
NUMBERS
OF WATER [phone]
EMERGENCY MANAGEMENT SERVICES 1. : [phone]
!� v,- R C [phone]
NA T L:�" R= JR,: !_ _S) '910)296-2160
:OC7 _: T EXTENSI 910 296-2143
This plan will implemented in event that wastes from your operation are leaking,
overflowing or unning of; site. 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 no~i nappen. This plan should be posted in an accessible
location, for all employees at t1he facility. The following are some action items you should
take.
1. Stop the release of wastes, this may or may not be possible. Suggested
responses to some possible
A. Lagoon overflow-possible solutions are:
Add soil to berm to increase elevation of dam.
Pump wastes to fields at an acceptable rate.
Stop all flow to the lagoon immediately.
;all a pump;ng contractor.
Make sure no surface water is entering lagoon.
E. runoff from waste application field-actions include:
Immediately stop waste application.
Create a temporary diversion to contain waste.
Incorporate waste to reduce runoff.
Evaluate and eliminate the reasons)that cause the runoff.
Evaluate the application rates for the fields where runoff occurred.
C. Leakage from the waste pipes and sprinklers-action include:
Stop recycle oump.
Stop irrigation pump.
Close valves to eliminate further discharge.
Repair all leaks prior to restarting pumps.
D. Leakage from flush systems, houses,solid separators-action include:
Stop recycle pump.
Stop irrigation pump.
Make sure siphon occurs.
Stop all flow in the house,flush systems,or solicl separators.
E. Leakage from base or sidewali of lagoon. Often this is seepage as opposed to flowing leaks-
possible action:
a} Dig a small sump or ditch from the embankment to catch all seepage,put in a submersible
pump,and pump back to lagoon.
b) If holes are caused by burrowing animals,trap or remove animals and fill holes and
compact with a clay type soil.
c} Have a professional evaluate the condition of the side walls and the lagoon bottom as
soon as possible.
1 12i1212007

2. _. extent damages.
Any damage notes, such as employee injury, fish kills, or property damage?
Did the spill lep—ve the property
Does he spill have the potential to reach surface waters?
n Could a future rain event causo the spin tc reach surface waters?
s the property)?
3. Contact
regional office; Phone #, after hours,
—nergercy number: [phone] Your phone call should include: your name,
facility nu„fiber, anM telephc,ne numl;er, the details of the incident from item 2 above, the
exact Iccation of ton:facill,ty, t`:e location or direction of the movement of the spill, weather
and wind conditicrs. The corrective measures that have been undertaken and the
local EMS phone number.
d. Contact CE's phone number, local SWCD office phone number and the local MRCS
office for advice
4. If none explain your problem to
them and ask the rerson
5. Contact the contractor of y,^vr choice to minimize offsite damage.
- Name:
Contractors Address: P.O. Box 856 Warsaw NC 28398
c . Contractors Phone:
6. Contact the technical specialist fNRCS, Consulting Engineer, etc.)
a. Name: Krai Westerbeek
b. Phone: 910 293 - 5330
7. Implement procedures DWQ and technical assistance agencies to rectify
the damage, repair the system, and reassess the waste management plan to keep
with release again.
l2!12/2007

Version—November 26,2018
Mortality Management Methods 3 --� 3
Indicate which method(s) will be implemented.
When selecting multiple methods indicate a primary versus secondary option.
Methods other than those listed must be approved by the State Veterinarian.
Primary Secondary Routine Mortality
Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal
death. The burial must be at least 300 feet from any flowing stream or public body of water
(G.S.106-403). The bottom of the burial pit should be at least one foot above the seasonal
high water table.Attach burial location map and plan.
Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B .0200.
Rendering at a rendering plant licensed under G.S. 106-168.7.
l� Complete incineration according to 02 NCAC 52C .0102.
a a A composting system approved and permitted by the NC Department of Agriculture &Con-
sumer Services Veterinary Division (attach copy of permit). If compost is distributed off-farm,
additional requirements must be met and a permit is required from NC DEQ.
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. 1 D6-549.70).
Any method which, in the professional opinionjof the State Veterinarian, would make possible
the salvage of part of a dead animal's value without endangering human or animal health.
(Written approval by the State Veterinarian must be attached).
a Mass Mortality Plan
Mass mortality plans are required for farms covered by an NPDES.permit. These plans are
also recommended for all animal operations. This plan outlines farm-specific mortality man-
agement methods to be used for mass mortality. The NCDA&CS Veterinary Division sup-
ports a variety of emergency mortality disposal options; contact the Division for guidance.
A catastrophic mortality disposal plan is part of the facility's CAWMP and is activated
when numbers of dead animals exceed normal mortality rates as specified by the State
Veterinarian.
Burial must be.done in accordance with NC General Statutes and NCDA&CS Veterinary
Division regulations and guidance.
Mass burial sites are subject to additional permit conditions(refer to facility's animal
waste management system permit).
In the event of imminent threat of a disease emergency,the State Veterinarian may enact
additional temporary procedures or measures for disposal according to G.S. 106-399.4.
✓j --- - 3
Signature of Farm Owner/Manager Date
Signature of Technical Specialist Date

esioned By: RBVV-
Address: Checked By: IDSE
Pose Hill, NC 28458 Date: 12/17/08
Count : —�.aplin Sheet 1 of 7
ANAEROM WASTE LAGOON DESIGN
FA
Farm Po:-elation:
0
0
Pinishing; 3672 Hd.
Farrow to weanling: ----------
0
to feeder; 0
to finish: a
0
Storage Perioci: ---—------------ 180 Days
25 Yr./24 Hr Storm Event ------------------ 7.5 In.
"Heavy Rain" Factor
Evaporatiori —--------------- 7.0 In.
Additional ------------—----- 0
Additional Drainage Area: 0
LAGOON
Is Lagoon Designed as an Irregular Shape? (YIN)------------ N
Does Operator Want Emergency Spillway? (YIN)------------ N
Was This Design Built Prior to Sept. 1996?SAL/ff(YIN)------------ Y
Is Drain Tile Req'd to Lower SHWT? (YIN)------------ N
Seasonal H;gi,,Water Table Elev: ----- cwc)
Freeboard: 1.0 Ft.
Emergency Soillway Flow Depth:
Side Slopes: 3 A (H:V)
Inside Top Length: 340.0 Ft.
Inside Top VVIdth: 265.0 Ft.
Top of Dike Elevation: Depth 48.60 Ft.
Finished Bottom Elevation- 12,00 Ft. 36.60 Ft.
Start Pump Elevation: ........ 19,92 In. 46.94 Ft.
Stop Pump Elevation: ------------- 49.8 In. 44.45 Ft,
LAGOON VOLUME REQUIRED VOL. DESIGN VOLUMES % &
Storm Stor= 56313 (Cu.Ft.) 56,654 (Cu.Ft.) 100.61%
Temporary= 173617 (Cu.Ft.) 198,595 (Cu.Ft.) 114,39%
Permanent= 495720 (Cu 497,520 (Cu.Ft. 100.36%
Total Volume = 725,649 (Cu.Ft.) 752,769 (Cu.Ft.) 103.74%
1/2 Treatment Volume 247,860 (Cu.Ft,)
1/2 Treatment Volume Elevation= 40.91 Ft. 92.29 In.
90 Temporary Storage Volume Elevation 45.66 Ft. 36.51 In.
Min. Required Liner Thickness ------------- 1.8 Ft.
Lagoon Surface Area: (Inside TOD) .............. 90,100 S.F.
Murphy-Brown,LLC En&eering P.0,Box 856,Warsaw,NC 28398 [phone]

1 . .
13esigne y:
! e Checked By: DSE
Date: 12/17/08
Sheet 2 of 7
DESIGN CALCULATIONS
3'FAGE-AREi-
Elevation "r�: cr. Vci._,Cu. FT Cumul. Vol. Cu. FT)
u �
20,912 20,912
75,164
58,570 57,1 i8 132,282
61,5ti5 60,057 192,339
63,068 255,407
66,151 321,55$
69,306 390,863
72,532 463,396
75,831 539,227
79,202 618,429
47.00 82,645 701,074
86,160 787,233
53,410 840,644
_ _These volumes were caicuiated using the veriical average end area method. _
TOTAL REOD VOL 725,649 �' CUiVIULATIVE VOL, ZONE_VC?L. 103.74%
END PUMP = _ _ = - T 497,520 CF TR'MT _ 497,520�+ 100.36%
START PUMP = = 696,115 CF TEMP 198,595 114.39%
MAX - FT 752,769 CF STORMI 56,654 100.61%
Murphy-Bro,rrn, Engineering P.0. Box 666.Warsaw,NC 28396 [phone]

Grower: Designed By, K8W
Addr4 ss: Checked By: DSE
Date: 12117/08
County: Sheet 3 of 7
Permanent - --
Required
Gu jib) = Total.
_ - 1.00 495,720
- - -
1.00 0
_ j 0
0
495,720
Sludge
Tatal
ti
0
{ O.CO 0
0
Temporary Storage Volume:
Manure Pr,-.,(ction:
...___..—_-__.__.__.___.._�...�._,._......,_..,...___.—
fA.:ia3Type---------- apsciiy'— Stb. 'erie ta(
80 1 0,30 0
�a
.'�aan tc Finish 0 , ,0 1.17
Finishing __..._...__-.._._ 3,572 „ 180 1 _ 1.37 905,515
0 ! 80 i 4.39 0
Farrowtof eanlinq0_ —_ �� 6.330: 0.
,rf:•ow to feeder 0 �$0
finis., C 18r 14.3$ 0
�. -- -._......_...__
S u es 4.06 0
7:,tal IlU nure Product,on (gals.)= 905,515
121,058
Excess resh Nlater:
liA�in�aa i y;a Cat acity` Sto. r'?riod j./da�� ['otaf
Nurser _ _ - --- — (� 180 I 0.00 . 0
ffisan to Finish M? ° 180 1 0.00 0
_
3,072 180 0A0 0
i=i Wishing �.__.�__....,
Farrow to weanlinq - 0 180 -�_OAQ� ^-0
1Fanmw to feeder 0 180 0,00 -- 0
Farrow to finish 0 180 0.00 1 00.00
0 180 _ F....-.- 0
Total Fresh Water Excess (gals.)= 0
Fresh Water Excess (eu.ft.)= 0
`~ A4trrphy-Brown, Engineering Box 856, Warsaw NC 28398 -� �� [phone]

Grower`: ,icttnson-S7a3ar 2 - Designed By: KBW
Checked By.- DBE
Date: 12/17108
County: itCnii�' Sheet 4 of 7
_
I
Tern-:-.
Rainfeli
Rainfall/121n./ft
(cu.ft.)= 52,558
Storm(in)/1 tin./ft.
Yr, 4 Hr. tDrm vie' ,':u.€t)= 56,313
"Heavy
: u Ram" Factor(in)!12in.lft.
12
Additional
0
+ Rain')= 56,313 (CU.FT)
(Manure, ;•- ~- r'= = s Water-Storage)= 173,617 (CU.FT)
(Treatment + Sludge)= 495,720 (CU.FT)
726649 (CU.FT.)
Mt►rpliy-Brown, Box ` ' vl1.7, aiv 28398 [phone]
r

Grov:eo; - Designed By: KBW
Checked By: DSE
-- Date: 12/17/08
_ Sheet 5 of 7
i
i
Top Dike 48.60 FT.
Elevation Not Al Applicable
47.60 FT.
Not Applicable
46.94 FT.
End Purno Elevation 44.46 FT.
Top of Sludge Storage Not Applicable
Seasonal High,Watertable 0.00
Finished Bottcrn Elevation 36.60 FT.
Inside Top Length ------ 340.00 FT,
Inside Top Widt"i 265.00 FT.
Side Slopes 3:1 H:V
90,100 SF
Min.Liner Thickness(if required) 1.8 FT.
Freeboard Dept"I .................. 1.00 FT.
Temporary Period 180 Clays
_ =752769(CU.FT.)
zone Qe tths:
Zone Depth----------- 7.9 FT,
Temporary Storage ......... 2.5 FT.
Freeboard/Storm Storage Zone Depth _._ M. _ 1.7 FT.
�otal Legoon Depth' ._...._..__.,.. ... -... 12.0 FT.
Murphy Bro��n, Box Warsaw 28398 (910) P93-3434

Grower. Johnson-Shofar 2 OesignE FCBW
Address: PO Box 759 Checkei OSE
Rose Hill, NC 28458 12h
7
46.94
' OF
f �
I
ff 1
FINISHED BOTTOM ELEV=36.60
{990) 293-3434
Murphy-Brmam , tLC cngfneerirg P.O,Box 856, Warsaw NC 28398

Designed By. KBW
Growe-: DSE
Address: :OO So::59 Checked By:
©ate; 12/17lO8
Sheet 7 of 7
This irl united States
WASTE TREATMENT
LAGOON,
Emergency
R
a
i \\5\Lt\fit lyt-lf���j/
attached Flan wy1��.'<yC{1� +j '•�✓
A I-
I�+��It111175j11\\\
..... _...._...,....»....,»....»...,....____---»._..»_....,.,.. ...............
.,......._.-.-._..._._.........�......-
Dump elevations_ .._,._..._...,.,.,m.m_____,..__.....__._.._.._�..__.__
+ i 5is design is upqate of start and stop_um and to show the 1
12
treatment volume level for stud, o stor, This design does not supercede the
Murphy-Bro�r✓n.
[phone]
��Box 856, Warsaw NC 283�J8

t
7roJl ) lnst;rt- tr — eSlgnec±,M1 y:
Address, PO Box 756 Checked By: DSE
,ease Hill, NC 28458 Date: 12/17/08
Count Ouplin _ Sheet 1 of 7
LMAEROBBIC WASTE LAGOON DESIGN
FARM INFORMATION
Farm Po- ulatiom
nursery: - ---------- 0
,f can to Finish: -- ------ ---- 0
F—mishing: --------- --------- 3672 Hd.
Farrow to weanlir�g: ------------1.---..- 0
7arrow to feeder: ------••-_--------„_ 0
Farrow to finish: ----------.------..__ 0
0
Storage _..-------.-------- 180 Days
25 Yr.1 24 i;r Storm Event ---- 7.5 1n.
"Heavy Rair•" Factor
Rainfall in Excess of Evaporation ---------------- 7.0 In.
Additional Water Usage: __..______....__-.. 0
Additional Drainage Area: ------- 0
LAGOON INF0_RMATION
Is lagoon Designed as an Irregular Shape? (YIN)------------ N
Does Operator Want Emergency Spillway? (YIN)------------ N
Was This Design Built Prior to Sept. 1996?8/ir/-f/(YIN)---------- Y
Is Drain Tile Feq'd to Lower SHWT? (YIN) N
Seasonal High Water Table Elev: - 0.0O 7,
Freeboard; 1.0 Ft.
Emergency Spillway Flow Depth:
Side Slooes: .._._...............__.,...__.. 2,5 :1 (H:V)
Inside Top Length: 395.0 Ft.
Inside Top Width: 210.0 Ft.
Top of Dike Elevation: _-..-.....__.-__. Depth 45.60 Ft.
Finished Bottom Elevation: ---•- 12.20 Ft. 33.30 Ft.
Start Pump -Elevation: 19,92 In. 43.84 Ft.
Stop Pump--iEvation: 47.64 in. 41.53 Ft.
LAGOONtV IIQLUME REQU[ ED VOL- DESIGN„VOLUMES
Storm Stor= 51844 (Cu.Ft.) 52,299 (Cu.Ft.) 100.88%
Temporary= 169446 (Cu.Ft.) 172,282 (Cu.Ft,) 101.67%
Fermznent= 495720 (Cu,Ft.} _496,392 (Cu.Ft.) � x 100.14%
Total Vol ume-= 717,009 (Cu.Ft.) - �w_720,973 (Cu.Ft.) 100.55%
---112 7reatment Volume=���-����--_.._.._.._�247,860�{Cu.Ft,}—•-�
112 Treatment Volume Elevation = 37.79 Ft. 92.57 In,
90 Temporary Storage Volume Elevation= 42.41 Ft, 37.09 In.
Min. Required Liner Thickness ------ 1.8 Ft.
Lagoon Surface Area:(Inside TOD) - 82,950 S.F.
Murphy-Brown,LLC Engineering P.O.Box 856,Warsaw. NC 28398 [phone]

Grmvyr: o�nsan-She - --:es gne�` 18y: PBW
PO Box 756 Checked By: DSE
Rose Hill, NC Date: 12/17/08
County: Duplin _ Sheet 2 of 7
AC''UA' DESIGN VOLUME CALCULATIONS
BASE W..)LUME: Cu. Ft.
LAGOON STAGE-AREA VOLUMES
Contour
Elevatien FT . _ Incr. Vol. Cu. FTC Cumul. Vol. �Cu. FT]
0
35,432
88,138
550,206 143,345
57,766 201,101
38.00 60,356 261,457
63,005 324,463
390,170
- 68,456 458,626
42.00 71,256 529,882
74,1 Q6 603,988
77,006 680,995
45.00 79,956 760,951
41,098 802,049
These_voiumas were usin vertical average end area method.
TOTAL READ VOL w 797,009 CF� CUMULATIVE VOL. _ ZONE VOL_ 100,55%
END PUMP = _ _ = 41.53 FT 496,392 LLCF TRWTr � _496,392 100.14%
START PIMP = = 43.84 FT 668,674 CF TEMP 172,282 101.67%
MAX STORAGE = FT 720,973 CF STORM 52,299 100.88%
Murphy-arcwn, Engineering .0,Box 856,Warsaw,NC 28398 [phone]

Grower: Designed By: -KBW
Address: Checked By: DSE
Date: 12/17/08
Cour Sheet 3 of 7
Perm anent_Stc:aae:_
Required
cu.-t. ib) = Total
1.00 0
1.00 0
1.00 495,720
1.00 0
1.00 0
0
_1.00 0
495,720
5iudo e
— CaoGci,y Rt W J`-(cu.it,�i Total_ -
�Imai i yoe - _...,�.
,,:,.rsery 0_-....-_. 30 �� 0.00 0
Acanto Finish 115 ao0 t7
r row tcYt�reantin--___ Cti720
Finishing - _.__. -- =-3' - 0.00 0
r r - 33 0.00 -- 0
, rrow to feeder __ 0 — _ 522 0.04 0
F rrow tc finish 1 — i,� r 1 0,00 0
0 _ GO-J 0.000 �_ 0
Total Requireo-- aludt.a Storage troiume(cu.:`t.)= 0
Temporary Sj,!jr 2e Uo':urrQ:
Manure R 3d jction
_=Capteity'-- to�'eriod .Iday =W`i'atal
y 0 180 1 0.30 0
rser �_-- .__..__
....___.._. _ ___--.__
'7lean to Finish
672 180 1.37 905,515
0
Farrow to weanlin 0 1 SO 4,39
+,Farrow to feeder 0 I 180 ^_ 5,30 __ 0
F ~row t. finish 0 , 180 ; _ 14.38 _
Iso
06
V __ ._._...._............... __...m......_.__.....--......_ ...
Total NUTIUre Production (gals.)= 905,515
- 121,058
Excess Fmsh Water. Ca 5to. Period i.l
¢ v__. 7=Total
aeit
rs 0.':0 0
ry- ---�---- --------- ----- - - --_._.. ._..... ------ -__ .
Wean to Finish _..l.__._._...-._. .�..._..._. _._.180 .._ 0.00 _ 0
rFnishlny 672 180 0,00 — 0
arrow to weaniinc�...�.. 0 —__ 1$D 0.00 0
-
'-arrow to feeder '. 0 180 0.00 0
_ ,.. ..,..__....___j 180 0.00 0
f Farrow to finish -�-
Boars
Water Excess(gals.)= 0
Fresh Water Excess (cu.ft.)= 0
�- Murphy-Brown, Enginserin.9 Box 656, Warsaw AX 28398 293-3434

Graw r: - Designed By: KBW
Address: Checked By: DSE
Date: 12/17/08
County. Sheet 4 of 7
Tem crar • e
+ Rainfall/12in./ft
7 in.
._ . . Evap. (au.ft.)= 48,388
Storm
: . . _ Storm(in)1 12in.lft.
+t
_ Vn, cu.ft)- 51,844
"Heavy
Factor(in)/12in./ft.
- 0
Additlonaf
No
0
"otal Required Storm
51,844 (CU.FT)
,Total
(Manure Storage)- 169,446 (CU.FT)
?otal
(Treatment-r Sludge)= 495,720 (CU.FT)
717009(CU.FT.)
Murphy-Brown. LLC cngrneerbng - - Box "-i Worn w. - 28310 [phone]
-A.
1 03 2019
wilbliQUAY >
Regional.Operation secft

C Growbr: ;t;r - G~ _- - Designed By: KBW
j Address; 180r Checked By: DSE
r:r. 2c, _ Date: 12/17/08
County, lin Sheet 5 of 7
Top of 45.50 FT.
Emergency Not Al Applicable
44.50 FT.
- Not Applicable
Start Purno Elevation 43.84 FT,
End Pump Eievation 41.53 FT.
Top of Sludge Storage Not Applicable
Seasonal High Watertable 0.00
Finished Bottor Elevation -_--..___ ------ 33.30 FT.
inside Top Length ----------- ------ 395.00 FT.
Inside Top Widt) 210.00 FT.
Side Slopes 3,1 H:V
Lagoon Surfa,re Area 82,950 SF
Min. Liner Thickness(if required) 1.8 FT.
Freeboard Dep h 1.00 FT.
Temporary
180 Days
(CU.FT.)
I
Zone p-e
Treatment Zone ___.._-...- 8.2 FT.
2.3 FT.
Freeboard!Storm Storage Zone Depth 1.7 FT.
--- ---- -- -- --.. .----..._-----..__..-......_.... _._ - --- _.._.-_
-- - - � 12.2 FT.
Murphy-Brown, Fng,7 reering BOX Warsaw 28398 (D10)29,-3434

Grower. Johnson-Sholar 1 Designe KBW
Address: PO Box 756 Checket DSE
Rose Hill, NC 28458 Date. 12/17/081
Sheet 6 of 7
STRT
END PMP EL TOP
FINISHED BOTTOM ELEV=33-30
Murphy-Brown, LLC Engineering P.O.Box 856, Warsaw NC 28398 [phone]

Groaner: Designed By: KBW
1 Address: Checked By: DSE
Date: 12/17/08
County: 'D apiir* Sheet 7 of 7
This United States
Nr;.ti,- WASTE TREATMENT
LAGOON,
Emergency'- ay
��3r�urrrrrrr
��\A10
� ``• rl.
i'lan SEAL
t)r23991 A
/v,,
COIA,MENTS: _.._....,.. .._.._ ....__......w._.,.,...ti_.._... ._.......,.._,._......._�.,�__.� ._w.W..,.,... _
This design is update of start and stop pump elevations and to show the 1/2
treatment volume level for s1kidge storage. This design does not supercede the
> >
-o-1g'rnul certification of the +arm:._
Murphy Brc�v��, = _ c_..,g 7D. Box ti. ., vs>ro rr VG 28398 [phone]

---/ 9�3
OPER.A,TION & MAINTENANCE PLAN
mnanagement should be a year-round priority. It is espcc'ally
so that you do not have problems during extended rainy and
wi a: periods.
�axira uTi sto aaa p�apacity should be available in the lagoon for periods when the
receiving crop iq dormant (such as wintertime for bermudagrass) or when there are
e � r�ded rainy sails such as the thunderstorm season in the summertime, This means
the irsY. ;g :s of plant growth in the later winter/early spring, irrigation according to
a farm waste Tnanagement plan should be done whenever the land is dry enough to
receive lagoon l.q; ic. This will make storage space available in the lagoon for future wet
pe ods. In 10 aaa-, summer/early fall the lagoon should be pumped down to the low
Lx aake, (see Figure 2-1) to allow for winter storage. Every effort should be made to
rat i rain the lar!wn close to the minimum liquid level as long as the weather and waste
Utilization plan allow it.
Waiting until thy lagoon has reached its maximum storage capacity before starting to
irrigate does nc, c;aa,e room for storing excess water during extended wet periods.
Overflow front °`r,e lagoon for any reason except a 25-year, 24-hour storm is a violation of
state law and s41 J=t to penalty action.
The routine mz',.x:-.a,,,ice of a lagoon involves the following;
� a 'a nance of a vegetative cover for the dam.
:,Fescue or common bermudagrass are the most common vegetative
c cvers. The vegetation should be fertilized each year, if needed, to
maintain a vigorous stand. The amount of fertilizer applied should be
based on a soils test, but in the event that it is not practical to obtain
soils test each year, the lagoon embankment and surrounding areas
shou. d be fertilized with 800 pounds per acre of 10-10-10, or
Wit: valent.
Brush and trees on the embankment must be controlled. This may be
dome by mowing, spraying, grazing, chopping, or a combination of
mese practices. This should be done at least once a year and
possibly twice in years that weather conditions are favorable for
heavy vegetative growth,
MOTE: If vege ation is controlled by spraying, the herbicide must not be allowed to enter
thE, lagoon wata . 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 maor 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:
i, separation of joints
2, cracks or breaks
3, accumulation of salts or minerals
4, overall condition of pipes

-- 4.T0e: , surface---look for:
undesi sable vegetative growth
Ioating or lodged debris
.�:.;.�a-iknent---look for:
settlement, cracking, or "jug" holes
side slope stability---slumps or bulges
wet or damp areas on the back slope
erosion Cue to lack of vegetation or as a result of wave action
rodent da.S,age
be subject w liner damage due to wave action caused by strong
; - %Ts can erode the lagoon sidewalls, thereby weakening the lagoon dam,
g s �.0 _h, r,,station will reduce the potential damage caused by wave action. If
�eve �_QQfi r, serious damage to a lagoon sidewall, baffles in the lagoon may be
to ihai wave impacts,
" es t°.gee could lead to erosion and weakening of the dam. If your lagoon has
am.y o ;esc :.r Gu,:es, you should call an appropriate expert familiar with design and
lagoons. You may need to provide a temporary fix if there is a threat
aaw4 aiisc„a=g:, However, a permanent solution should be reviewed by the
"�echnical eXPsP,:. Any digging into a lagoon dam with heavy equipment is a serious
1Tder;a .ng .:: 7°ctentia:ly s�lous consequences and should not be conducted unless
Wornmendk 1 y ar appropriate technical expert,
a_�.sr r Pumps---check for proper operation of:
recycling pumps
irrigation pumps
'_: ,ac�. `�oz. lam:- , :,00se fittings, and overall pump operation, An unusually loud or ;rinding
,a :sa, a: a Aa~, .. << :o :tit of vibration, may indicate that the pump is in need or repair or
:cpsG e;ne;�e.
1 `l" E?-�;r.ApAng �y,stems should be inspected and operated frequently enough so that you
comple`Mly surprised" by equipment failure. You should perform your pumping
system rr.aintenance at a time when your lagoon is at its low level. This will allow some
safety time sho-old major repairs be required. Having a nearly full lagoon is not the time
to think about ,wishing, repairing , or borrowing pumps. Probably, if your lagoon is full,
your neighbor's Aa,00n is full also. You should consider maintaining an inventory of spare
parts or pumps,
tu:Face water diversion features are designed to carry all surface
.ra:.nage waters (such as rainfall runoff, roof drainage, gutter outlets,
a}d parking lot runoff) away from your lagoon and other waste
5-eatrnent or storage structures, The only water that should be
corrmg from your lagoon is that which comes from your flushing
(washing) system pipes and the rainfall that hits the lagoon directly.
RIou, should inspect your diversion system for the following:
1, adNuate vegetation
2, diversion capacity
3, ridge berm height

psi..:.�.... , ,'-ould be corrected promptly. It is advisable to inspect your system
�U n o. r,- -c = ay following a heavy rain. If technical assistance is needed to
a--lions, wnsult with appropriate experts.
ou h tc ,r revel o- the lagoon just prior to when rain is predicted, and then
;s�,��d tli levz._ :gam 4 to 6 hours after the rain (assumes there is no Purnpin ). This will
,eve youan ldf� . � -now much your lagoon level will rise with a certain rainfall amount
�d kus¢ a<s� M -,wording your rainfall for this to work). Knowing this should help in
=an �rA zrrg� R, applications and storage. If your lagoon rises excessively, you may
.gave z inflov., , cl rn from a surface water diversion or there may be seepage into the
lagoon from '�e s-uzrounding land.
Lagoon 0per;- .-.
Startup,,
.:. ately after construction establish a complete sod cover on bare soil
. �z es to avolo erosion.
• �z'-. -AI/ lagoon design treatment volume at least half full of water before
reading begins, taking care not to erode lining or bank slopes.
;saL. pipes into the. lagoon should have a flexible pipe extender on the
y. o; the pipe to discharge near the bottom of the lagoon during initial
al- . e cr another means of slowing the incoming water to avoid erosion of
4. ?n possible, oegin loading new lagoons in the spring to maximize
ja ..e:ial establishment (due to warmer weather).
_-1--mmended that a new lagoon be seeded with sludge.from a healthy
swine lagoon in the amount of 0.25 percent of the full lagoon
volume, his seeding should occour at least two weeks prior to the
of wastewater.
w. 'L,;J.-,e✓„in a periodic check on the lagoon liquid pH. If the pH falls below
add agricultural lime at the rate of 1 pound per 1000 cubic feet of
; n liquid volume until the pH rises above 7.0. Optimum lagoon liquid
:.s oetween 7.5 and 8.0.
e zask ^color, lack of bubbling, and excessive odor signals inadequate
)iological activity. Consultation with a technical specialist is recommended
.hesa conditions occur for prolonged periods, especially during the warm
� fJI M', •'zi
7 more frec,:er Lly and regularly that wastewater is added to a lagoon, the better the
lagoon will a :wtian. Flush systMS that wash waste into the lagoon several times daily are
oorirrturn for ,: tn+;�4, kit recharge systems, in which one or more buildings are drained
a_;d recharges Bch day, also work well,

— =,ce water conservation---minimize building water usage and
r .a, e fro:r. aeaking waterers, broken pipes and washdown through
and water conservation,
F:. ...14,ze stage and spillage b� keeping feeders adjusted. This
x Nduc e t�'.e a.-nount of solids entering the lagoon
r:' ..:,air lagoor. liquid level between the permanent storage level and
.i to ;L-y storage level.
visible markers or stakes on the lagoon bank to show the
� - uir ;icuJdi level and the maximum liquid lever (Figure 2-1),
irr~gating at the earliest possible date in the spring based. on
requirements and soil moisture so that temporary storage
Maximized for the summer thunderstorm season. Similarly,
�.te ir the late summer/early fall to provide maximum lagoon
for the winter.
' ragoon liqu."d level should never be closer than 1 foot to the lowest
­,c dam; or embankment,
a �t pump the lagoon liquid level lower that the permanent storage
,.ess you. are removing sludge,
::e float pump intakes approximately 18 inches underneath the liquid
and as fax away from the drainpipe inlets as possible.
°;- ven: additions of bedding materials, long-stemmed forage or vegetation,
seed, plastic syringes, or other foreign materials into the lagoon.
Sealy remove solids from catch basins at end of confinement houses or
i ever they are installed,
- main strict vegetation, rodent, and varmint control near lagoon edges.
allow trees or large bushes to grow on lagoon dam or embankment.
;-".f Y•e sludge from the lagoon either when the sludge storage capacity is
before it ills 50 percent of the permanent storage volume.
produGticn is to be terminated, the owner is responsible for
s , nia g and implementing a closure plan to eliminate the possibility of a
a to l .goL� rl�dQ buildup canbe reduced by,

..cif or, s;zing,
separation of flushed waste,
nj of'I ushed waste solids in an appropriately designed basin, or
rig feac 'wastage and spillage.
7-mov� a.nnuaily rather than stored long term will:
-r,ov- nutri,,-nts,
ore Iv.,%f to properly use the nutrients.
nudge and lagoon liquid with a chopper-agitator impeller
ugh large-bore sprinkler irrigation system onto nearby cropland;
D
Ine part of lagoon by irrigation onto nearby cropland or
':,EnZ :"IX "ernaining sludge; pump into liquid sludge applicator; haul
07 C p a,nd orforageland; and soil incorporate.
upper
part of lagoon by irrigation onto nearby cropland or
o- di dredge sludge from lagoon with dragline or sludge barge; berm
lzcrocn to receive the sludge so that liquids can drain back
-n ad',c%x, sludge to dewater; haul and spread with manure spreader
--cpIand or Forageland; and soil incorporate,
c, you have the sludge material analyzed for waste
wo,.;Id o.r lagoon water, The sludge will contain different
-1= :he liquid. The application of the sludge to fields will be
as viad as any previous waste applications to that field and crop
"c-, rates will be discussed in detail in Chapter 3,
You rn,,.st also pay attention to the liner to prevent damage. Close
or drag-iine operator will ensure that the lagoon liner remains
y material or the synthetic liner material being disturbed, you should
not resume until you are sure that the sludge can be
11' he liner is damaged it must be repaired as soon as
A.
In vir. has a much higher phosphorus and heavy metal content
than 0 'r .
liqu, , �h's� � siould probably be applied to land with low phosphorus
- S 0
h;cam;
soil test, and incorporated to reduce the chance of
_ie SIUAga s applied to fields with very high soil-test phosphores, it
t .
rues dual to the crop removal of phosphorus.
As with other
wastes, 2;ways ".a.-,;e ;Your lagoon sludge analyzed for its nutrient value,
The application 0.7 zu6ge will precauLl be used t,-,crease the amount of odor at the waste application site.
I o observe the wind direction and other conditions which
"
Bxtra
could 7E of neighbors.

W. .&goon Failure
wag �n fail s-; 5_, ae ,.nplanned discharge of wastewater from the structure. Types
of failures 14 ,gage th ot:,gh the bottom or sides, overtopping, and breach of the
darn. Assum,. :fir o;sign and construction, the owner has the responsibility for
cnsu.mg str :ury S, e'ty. Item:3 which may lead to lagoon failures include:
d" .cation of die lagoon structure---an example is the placement of a pipe
lam wi;h out proper design and construction. (Consult an expert in
; -m design before placing any pipes in dams.)
Hcj,, id aevi%s---high levels are a safety risk,
to insert and maintain the dam,
su-face water flowing into the lagoon.
tect from inlet pipe scouring, damage during sludge
or rupture From lowering lagoon liquid level below groundwater
NOTE: "lagco7 -water is allowed to overtop the dam, the moving water will soon cause
gullies to fors, tie dam. Once this damage starts, it can quickly cause a large discharge
Of wastewater . darn: failure,