310213_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: AWS310213
2. Facility Name: Coombs Family Farms,LLC
3. Permittee's Name(same as on the Waste Management Plan): Joshua Coombs
4. Permittee's Mailing Address: PO Box 612
City: Clinton State: NC Zip: 28329-0612
Telephone Number: 910-990-7077 Ext. E-mail:
G=d nip s mugapy vN
5. Facility's Physical Address: 256"pg
City: Warsaw State: NC Zip: 28398
6. County where Facility is located: Duplin
7. Farm Manager's Name(if different from Landowner): Joshua Coombs
8. Farm Manager's telephone number(include area code): 910-990-7077 Ext.
9. Integrator's Name(if there is not an Integrator,write"None"): Prestaae Farms Inc
10. Operator Name(OIC): Joshua W.Coombs Phone No.: 910-990-7077 OIC#: 989920
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-Wean to Feeder 6,400
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 2/1/1993 Full,clay 155,760.00 25,500.00 19.50
#2 Lagoon 1/19/1993 Full,clay 156,739.00 24,650.00 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
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,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 143-215.613, any person who knowingly makes any false
statement, representation, or certification in any application may be subject to civil penalties up to $25,000 per violation. (18
U.S.C. Section 1001 provides a punishment by a fine of not more than$10,000 or imprisonment of not more than 5 years,or both
for a similar offense.)
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): M coy,-,.I'5�d Title: 0 s
Signature: 411.1 L - yam._. Date: �(�,��
Name(Print): `�5_e5 r �g Title: =r
Signature: Date: I(, &
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

Version—November 26,2018
Mortality Management Methods
Indicate which method(s) will be implemented.
When selecting multiple methods indicate a primary versus secondary option.
Methods other than those listed must be approved by the State Veterinarian.
Primary Secondary Routine Mortality
a Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal
death. The burial must be at least 300 feet from any flowing stream or public body of water
(G.S.106-403). The bottom of the burial pit should be at least one foot above the seasonal
high water table.Attach burial location map and plan.
Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B .0200.
uRendering at a rendering plant licensed under G.S. 106-168.7.
Complete incineration according to 02 NCAC 52C .0102.
A composting system approved and permitted by the NC Department of Agriculture &Con-
sumer Services Veterinary Division (attach copy of permit). If compost is distributed off-farm,
additional requirements must be met and a permit is required from NC DEQ.
a In the case of dead poultry only, placing in a disposal pit of a size and design approved by the
NC Department of Agriculture&Consumer Services (G.S. 106-549.70).
D Any method which, in the professional opiniortoof the State Veterinarian, would make possible
the salvage of part of a dead animal's value without endangering human or animal health.
(Written approval by the State Veterinarian must be attached).
Mass Mortality Plan
Mass mortality plans are required for farms covered by an NPDES permit. These plans are
also recommended for all animal operations. This plan outlines farm-specific mortality man-
agement methods to be used for mass mortality. The NCDA&CS Veterinary Division sup-
ports a variety of emergency mortality disposal options; contact the Division for guidance.
• A catastrophic mortality disposal plan is part of the facility's CAWMP and is activated
when numbers of dead animals exceed normal mortality rates as specified by the State
Veterinarian.
• Burial must be.done in accordance with NC General Statutes and NCDA&CS Veterinary
Division regulations and guidance.
• Mass burial sites are subject to additional permit conditions(refer to facility's animal
waste management system permit).
• In the event of imminent threat of a disease emergency,the State Veterinarian may enact
additional temporary procedures or measures for disposal according to G.S. 106-399.4.
�2
Signature of Farm Owner/Manager Date
ign lure of Technical Specialist D4te

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WASTE UTILIZATION PLAN i sad
Goldsboro Hog Farms,Inc.
. .Monday, March 29, 1999
Producer: Perry E.smith,Jr. ►
Farm Name : Long Haul Farms �� jrg jay
P.O. Box 68 [.��9 M�s P- ,. u e—
Turkey,NC 28393
Telephone#: [phone]
Type of Operation : Wean to Feeder Sivine
Number of Animals : 6400 pigs 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

AMOUNT OF WASTE PRODUCED PER YEAR (gallons, ft3, tons, etc.)
6400 pigs X 0.4 tons wastelpigs/year= 2660 tons
AMOUNT OF PLANT AVAILABLE NITROGEN (PAN) PRODUCED PER YEAR
6400 pigs X 0.48 Ibs PAN/pigs/year=3072 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 15'A1COMM ACRES, LBS AW APPLIC.
DETERMINING PHASE CODE r'N/AR NACRE USED TIME f
645 * 10A AUTRYVILLE ALL SB 5' I a 744 110,APR-SEP 15
16 5 10A AUTRYVILLE ALL W 35 _$4 0 1 I 92.4 R-BEP?5 cjG��J f� f-
1645 10A AUTRYVILLE ALL C _ 75 917% 01 1.7 103.125 MAR-JUN /
1645 * 10B AUTRYVILLE ALL SB 25 '10"D 0 661 61 APR-SEP 15
1645 * 10B iAUTRYVILLE ALL I W 35 44 0 0 61 51.24 APR-SEP15
1645 * 10B AUTRYVILLE ALL C 75 93.75 0 �6 57.1875 MAR-JUN
1 1645 * 11 AUTRYVILLE ALL SB i 25 _to0 0 5 1.1 110 APR-SEP 15
�1645 * 11 AUTRYVILLE ALL I W _35 84I _ 0 1 1 92.4 APR-SEP75
1645 i* _11 AUTRYVILLE ALL C 75 .93 75 0 " 11 103.125 MAR-JUN
1645 12 iAUTRYVILLE ALL SB 25� I-i 11 0 0 92 92 APR-SEP 15
1645 �* 12 IAUTR(VILLEALL W 35 '$41 011 77.28 APR=SEP15
1645 12 JAUTRWLLE ALL c 75 93 75. 01 0:92 86.25 MAR-JUN
1645 * 13 IAUTRYVILLE ALL SB 25 100 0 0 83_ 83 APR-SEP 15
1645 13 JAUTRYVILLE ALL W 35 84- 01 0 83 _ 69.72 APR-SEP15
1645 * 13 AUTRYVILLE ALL C 75 g3 751 0 943, 77._8125 MAR-JUN
1644 2A .AUTRYVILLE ALL BH 5.5 ;27,5 0 0;92 253 MAR-SEP
1644 - 2A !AUTRYVILLE ALL SG 1 .501 OI q0 92 T 46 SEP-MAR
I 1644 26 _ AUTRYVILLE ALL BH 5.51 275 0 d1s.1 302.5 MAR SEP'
J 1644 - 2B _AUTRYVILLE ALL SG 0 f.1 55 SEP-MAR
� _ -
1644 3A AUTRYVILLE ALL BH 5.5i 2-151 _ 0 1.A1 277.751 _MAR-SEP
1644 3A AUTRYVILLE ALL SG 11 501 0' t:01 50.5SEP-MAR
1644 3B iAUTRYVILLE ALL E BH 5.5 210 0 1,01 277.75 MAR-SEP
1644 - 3B JAUTRYVILLE ALL I SG 1 1 50 _ 01 '1:b1 50.5' SEP-MAR
1644 ° 4A JAUTRYVILLE ALL BH -5.51 0' z .1 302.5 MAR-SEP
1644 - 4A 1AUTRYVILLE ALL SG 1? 50 0 IM-1 55 SEP-MAR
1644 4B .AUTRYVILLE ALL BH 5.51 2751 0 ! U92 253 MAR-SEP
1644 - 4B AUTRYVILLE ALL SG 1 50I 61 • 0,92 461 SEP-MAR
1644 5 UTRYVILLE ALL BH 5.51 275i _ 0 ,-0.73 200.75,` MAR-SEP
1644 5 AUTRYVILLE ALL SG 1, 50i 0 "0,73 36.5' SEP-MAR
1644 a AUTRYVILLE ALL BH 5.5 275 01 0.37 101.75 MAR-5EP
1644 - 6 AUTRYVILLE ALL SG 1 50 0 ;0.37 18.5+ SEP-MAR
-� 1644 1 7 iAUTRYVILLE ALL ' BH 5A -- 275 01 .'ill 1 j 302.5 MAR-SEP
T 16444 7 JAUTRYVILLE ALL SG 1 50j 0 1:1 551 SEP-MAR
1645 * 8A AUTRYVIL.LE ALL SB 25 1001 _ 01 '1,1 1101APR-SEP 15
1645 * 8A AUTRYVILLE ALL w 35 8.41 0' 1.1 92.4 APR-SEP15
1645 I* 8A AUTRYVILLE ALL I C 75 93.75 01 11.1 103.125 MAR-JUN_
1645 813 AUTRYVILLE ALL I SB 25 1UOi 01 037 37 APR-SEP 15
1645 * 813 AUTRYVILLE ALL W_ 35i 84 0' 0 37 31.08 APR-SEP15
1645 813 JAUTRYVILLE ALL I c 75 93.75 0 0.37 34.6875 MAR-JUN
1645 * 9A JAUTRYVILLE ALL SB 25 1001 0 1.1 110tAPR-SEP 15
1645 E* 9A JAUTRYVILLE ALL W 3 841 01 1.1 92.4I APR-SEP15
Page 2

1 1645 9A AUTRYVILLE ALL C 751 93.75 0 1.1 103.125 MARtiIUN
1645 • 98 AUTRYVILLE ALL { SB 25; 10 01 4p.55 �55 APR-5EP 15
1645 98 AUTRYVILLE ALL i w ' X 84 0 0.55 46.2 APR-SEP15
1645 9B AUTRYVILLE ALL C _75 93.75 0 0.55 51.5626 MAR-JUN
TOTALS: 3751.06
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
requirments. Beginning in 1996 the Coastal Zone Management Act will require farmers in
some eastern counties of NC to have a nutrient management plan that addresses all
nutrients. This plan only addresses Nitrogen.
Page 3

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.)
TRACT FIELD SOIL TYPE&CLASS- CROP YIELD LBS AW COMM ACRES LBS AW APPLIC.
DETERMINING PHASE CODE NIACRE N/ACRE USED TIME
1643 - 1A JAUTRYVILLE ALL SA 1 110 0 1.1 121 APR-JUL
1643 - 1A AUTRYVILLE ALL SG 1 100 0 L1 110 SEP-MAR
1643�- 1B AUTRYVILLE ALL SA 1 110 0 1.1 121 APR-JUL
1643 - 1B 1AUTRYVILLEALL SG 1 100 0 1.1 110 SEP-MAR
1643 1C JAUTRYVILLE ALL SA 1 110 0 1.1 121 APR-JUL
1643 1C AUTRYVILLEALL SG 1 100 0 1.1 110 SEP-MAR
1643 - 1D AUTRYVILLE ALL SA 1 1101 0 1.1 121 APR-JUL
1643 - 1D AUTRYVILLE ALL SG 1 100 0 1.1 110 SEP-MAR
TOTALS: 924
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 NIUNIT
C CORN BUSHELS 1.25
BH HYBRID BERMUDAGRASS-HAY I TONS 50
SG i SMALL GRAIN_OVERSEEDED _ _ AC 50
SB SOYBEANS BUSHELS 4
SA SUMMER ANNUALS AC 110
lw y WHEAT
a9''18tes8�v''I7
Reg10n.a1 0 iOZ01'*
Page 4

TOTALS FROM TABLES 9 AND 2
ACRES LBS AW
N USED
TABLE 1 _ 15.94 3,751
TABLE 2 4.41 924
TOTALS: c 20.34 4,675
AMOUNT OF N PRODUCED: 3,072
***BALANCE -1,603
*** 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 486.4 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 1.63 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(inches)
1643 -1A,-1B,--1C,-1D 'AUTRYVILLEALL SG 0.60 —F *1 _
1643 -1A,-1B,-1C,-1D iAUTRYViLLEALL SA 0.60 '1
1644 2B,3&-3B,--4A-4B,-5.IAUTRYVILLEALL SG 0.60 *1
1644 `A 2B,3k 313,4A,4B,5,6, AUTRYVILLE ALL BH 0.60 �
'1645 OB,*11,*12,*13,*8A,*8B,+AUTRYVILLE ALL _ W 0.60 p 1 - 1
1645 iOB,*11,*12,*13,*8A,*8B,"AUTRYVILLE ALL SB 0.60 *1
1645 OB,*11,*12,*13,•8A,*8B,'AUTRYVILLE ALL C 0.60 *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 5

NARRATIVE OF OPERATION
This WUP has been written to reflect wettable acres with actual field measurements and the
pulls labeled to correspond with the map and WUP.
The 100 lb option for overseeded small grain has been utilized with the following conditions:
(1) no animal waste may be applied to the bermuda grass after August 31, (2) the application
of PAN must be split and may be applied between September 15 and October 30 and in
February- March, and (3) the small grain must be harvested prior to April 7. If the
aforementioned conditions are not met, then the PAN rate for the small grain will be 50
Ibs/acre with the application windows listed in Tables 1 U.
This WUP was amended April 15, 2002 to reflect a C/W/SB rotation for Perry Smith who
purchased Long Haul Farm from Steve Draughon. Whatever crop follows the SB crop will
need to have 20 lbs of PAN deducted from the PAN rate for residual N from the soybean crop.
WUP amended 11-02-09 to reflect 50 lb overseed. If grower elects to use 100 lb overseed he
will have to folow application rule listed above with no pumping in November, December, and
January. Farm will have a Balance of-2016.06
Page 6

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 MRCS 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
Page 7

and from any perennial stream or river (other that an irrigation ditch or 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. (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
Page 8

Agriculture regulations.
* Liquid Systems
Page 9

NAME OF FARM: Long Haul Farms
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. 1 (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 OWNER: Perry E. Smith, Jr.
SIGNATURE:. DATE:
NAME OF MANAGER(if different from owner):
please print
SIGNATURE: DATE:
NAME OF TECHNICAL SPECIALIST: Robert B. Mitchell Jr.
AFFILIATION: Private Technical Specialist
ADDRESS (AGENCY): 104 Adler Lane
Goldsboro, NC 27530
[phone]
SIGNATURE: DATE:2 C- -Z i
Page 10

l
j
,I�dcxasU
IA
/ q
Y
I4

Swine Farm 'lllaraste Management Odor Control Checklist
d.
Source Cause BNPs to Minimize Odor Site Specific Practices
Farmstead • Swine production O Vegetative or wooded buffers;
O Recommended best management practices;
f l ood judgment and common sense
Animal body;surfaces o Dirty manure-covered animals O Dry floors
Floor surfaces • Wet manure-covered floors 49-S'fotted floors;
6-Vaierers located over slotted floors;
0 Feeders at high end of solid floors;
f]—£rcrope manure buildup from floors;
O Underfloor ventilation for drying
Manure collection pits • Urine; A-'"Frequent manure removal by flush,pit recharge,
• Partial microbial decomposition or scrape;
J3--Underfloor ventilation
Ventilation exhaust fans • Volatile gases; ff--Fan maintenance;
Dust [efficient air movement
Indoor surfaces • Dust Gr'Washdown between groups of animals;
o
f3 Feed additives;
O Feeder covers;
CI- Feed delivery downspout extenders to feeder
covers
Flush tanks • Agitation of recycled lagoon CI Flush tank covers;
liquid while tanks are filling O Extend till lines to near bottom of tanks with
-anti-siphon vents
Flush alleys • Agitation during wastewater O Underfloor flush with underfloor ventilation
,conveyance -
Pit recharge points • Agitation-ofrecycledlagoon 13 Extend recharge lines to near bottom of pits j
liquid while pits are filling with anti-siplion vents
Lift stations . • Agitation during sump tank 13 Sump tank covers
_ - filling and drawdown
Outside drain collection • Agitation during wastewater D Box covers
orjunction boxes conveyance'
AMOC-November 11, 1996, Page 3

Source Cause BMPs to Minimize Odor Site Specific Practices _
End of drainpipes at • Agitation during wastewater O Extend discharge point of pipes underneath
lagoon, conveyance lagoon liquid level
Lagoon surfaces • Volatile gas emissions; groper lagoon liquid capacity;
• Biological mixing; Correct lagoon startup procedures;
• Agitation 0-14inimum surface area-to-volume ratio;
O Minimum agitation when,pumping;
O Mechanical aeration;
O Proven biological additives
Irrigation sprinkler • High pressure agitation; -0—'Irrigate on dry days with little or no wind;
nozzles . Wind drift Er Minimum recommended operating pressure;
Pump intake near lagoon liquid surface;
O Pump from second-stage lagoon
Storage tank or basin • Partial microbial decomposition; O Bottom or midlevel loading;
surface • Mixing while filling; O Tank covers;
f
• Agitation when emptying O Basin surface mats of solids;
1 17 Proven biological additives or oxidants
Settling basin surface • Partial microbial decomposition; Cl Extend drainpipe outlets underneath liquid
• Mixing while tilling; level; ('
;31; • Agitation when emptying O Remove settled solids regularly
Manure,slurry or sludge • Agitation when spreading; 0 Soil injection of slurry/sludges;
spreader outlets : . Volatile gas emissions O Wash residual manure from spreader after use; j
i O Proven biological additives or oxidants
^Uncovered manure, • Volatile gas emissions while O Soil injection of slurry/sludges
slurry or sludge on field drying O Soil incorporation within 48 lirs.;
surfaces ,
O Spread in thin uniform layers for rapid drying;
Cl Proven biological additives or oxidants
Dead animals • Carcass decomposition Proper disposition of carcasses
Dead animal disposal • Carcass decomposition O Complete covering of carcasses in burial pits;
pits O Proper location/construction of disposal pits
Incinerators • Incomplete combustion O Secondary stack burners
A►-4f)r November 11, 1996, Page 4

Source use
BMPs to Minimize.Odor Site Speciflc Practices
Standing water around • Improper drainage; _E1 Grade and landscape such that water drains
facilities . Microbial decomposition of away from facilities
organic matter
Manure tracked onto • Poorly maintained access roads 0-r Farm access road maintenance
public roads from farm
access —
Additional Information: Available From:NCSU,
Swine Manure Management; 0200 RuleBMP Packet NCSU,County Extension Center
NCSU-BAE
Swine Production Farm Potential Odor Sources and Remedies; EBAE Fact Sheet
Swine Production Facility Manure Management: Pit Recharge-Lagoon treatment; EBAE 128-88 NCSU-BAE
Swine Production Facility Manure Management:Underfloor Flush-Lagoon Treatment; EBAE 129-88 NCSU-BAE
Lagoon Design and Management for Livestock Manure Treatment and Storage; EBAE 103-83 NCSU-BAE
Calibration of Manure and Wastewater Application Equipment; EBAE Fact Sheet NCSU'-BAE
Controlling Odors from Swine Buildings; PIH-33 NCSU-Swine Extension
Environmental Assurance Program; NPPC Manual NC Pork Producers Assoc
Options for Managing Odor; a report from the Swine Odor Task Force NCSU Agri Communications
Nuisance Concerns in Animal Manure Management:Odors and Flies; PRO107, 1995 Conference Proceedings Florida Cooperative Extension'"
i
i
i
AMOC-November 11, 1996, Page 5 [

Insect Control Checklist for Animal operations
Cause BMPs to Control Insects Site Specific Practices
Source
Liquid Systems ---
Flush Gutters • Accumulation of solids 0 Flush system is designed and operated
sufficiently to remove accumulated solids Item
gutters as designed.
O Remove-bridging of accumulated solids at
discharge_ _
Alaintain lagoons,settling basins and pits where
Lagoons and Pits • Crusted Solids
pest breeding is apparent to minimize the .
crusting of solids to a depth of no more than 6-
8 inches over mold than 30%of surface.
Excessive Vegetative • Decaying vegetation amtain vegetative control along banks of
Growth lagoons and other impoundments to prevent
accumulation of decaying vegetative matter •
. along water's edge on impoundment's perimeter.
- Dry Systems
Feeders • Feed Spillage C3 Design,operate and maintain feed systems(e.g.,
bunkers and troughs)to minimize the
accumulation of decaying wastage. j
Cl Clearr up spillage on a routine basis(e.g.,7. 10
day interval during summer; 15-30 day Interval
during winter).
Feed Storage • Accumulations of feed residues O Reduce moisture accumulation within and
around immediate perimeter of feed storage
areas by insuring drainage away from site
and/or providing adequate containment(e.g.,
covered bin for brewer's grain and similar high
moisture grain products).
O Inspect for and remove or break up accumulated
solids.in filter strips around feed storage as
needed.
AP'"^ 'wember 11, 1996, Page I

Source Cause BIVIPs to Control Insects. Site Specific Practices
Animal Holding Areas • Accumulations of animal wastes Cl Eliminate low areas that trap moisture along
and feed wastage fences and other locations where waste
accumulatesand disturbance by animals is
minimal.
0 Maintain fence rows and filter strips around
animal holding areas to minimize -
accumulations of wastes(i.e.,inspect for and
remove or break up accumulated solids as i
needed).
Dry Manure Handling • Accumulations of animal wastes 0 Remove spillage on a routine basis(e.g.,7-.10
Systems day interval during summer; 15-30 day interval
during winter)where manure is loaded for land
application or disposal.
.0 Provide for adequate drainage around manure
stockpiles.
0 Inspect for and remove or break up accumulated
wastes in filter strips around stockpiles and,
r` manure handling areas as needed.
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, Page 2

Emergency Action Plan
This plan will be implemented in the event that wastes from you operations are leaking, overflowing,
or running off the site. You should NOT wait until wastes reach surface waters or leave your
property to consider that you have a problem. You should make very effort to ensure that this does
not happen. This plan should be available to all employees at the facility, as accidents, leaks, and
breaks can happen at any time.
1) Stop the release of wastes. Depending on the situation, this may or may not be possible.
Suggested responses to problems are listed below-
a) Lagoon overflow:
• add soil to the berm to increase the elevation of the dam
* pump wastes to fields at an acceptable rate
• stop all additional flow to the lagoon(waterers)
• call a pumping contractor
• make sure no surface water is entering the lagoon
Note: These activities should be started when your lagoon level hasT exceeded the temporary
storage level.
b) Runoff from waste application field:
• immediately stop waste application
• create a temporary diversion or berm to contain the waste on the field
• incorporate waste to reduce further runoff
c) Leaking from the waste distribution system:
• pipes and sprinklers:
© stop recycle (flushing system) pump
® stop irrigation pump
© close valves to eliminate further discharge
® separate pipes to create an air gap and stop flow
Page 1

• flush system, houses, solids separators:
® stop recycle (flushing system) pump
® stop irrigation pump
© make sure no siphon effect has been created
® separate pipes to create an air gap and stop flow
d) Leakage from base or sidewall of the lagoon. Often these are seepage as opposed
to flowing leaks:
• dig a small well or ditch to catch all seepage, put in a submersible pump, and
pump back into the lagoon
• if holes are caused by burrowing animals, trap or remove animals and fill holes
and compact with a clay type soil.
• other holes may be likewise temporarily plugged with clay soil.
Note: For permanent repair measures, lagoon problems require the consultation of an individual
experienced in their design and installation.
2) Assess the extent of the spill and note any obvious damages.
a) Did the waste reach any surface waters?
b) Approximately how much was released and for what duration?
c) Any damage noted, such as employee injury, fish kills, or property damage?
3) Contact appropriate agencies.
a) During normal business hours, call your DWQ regional office: 910-395-3900; after hours,
emergency number: 800-858-0368 or 919-733-3942. Your phone call should include:
your name, facility,telephone number, the details of the incident, the exact location of the
facility, and the location or direction of movement of the spill, weather and wind
conditions, what corrective measures have been taken, and the seriousness of the
situation.
b) Your integrator- Goldsboro Hog Farms Division,Maxwell Foods, Inc.
919-778-3130 extension 1430
c) If the spill leaves the property or enters surface waters, call the local EMS:
910-296-2160 .
Page 2

d) Instruct EMS to contact the local Health Department: 910-296-2126.
e) (For technical assistance)
Contact CES: 910-296-2143
Local NRCS office: 910-296-2121
4) Implement procedures as advised by DWQ and technical assistance agencies to rectify the
damage, repair the system, and reassess the waste management plan to keep problems with
release of wastes from happening again.
5) Contact contract pumping and/or irrigation equipment companies:
a)
b)
c)
6) Contact dirt moving and/or heavy equipment companies:
a) - -
b)
c)
duplin
Page 3

OPT-4730?Y &?1�L�L4T—T;"i�i�CE MAIN
Proper 'oan f iQuid '1149 nt.27.t s:-tould be a - It is
- .�
`�� a ieveis so�you do noc have prob� uunng no- ly
r,=X aad
tP�� he zvajlable in the l�ri floor.De iods whene
aS 1''inr.�-time for c--- "e irT{w}n� aU3 St�S such 2S'the;k rid=,= O= (' �[.3^e�tuE}1�_���S� Or when�]�,��
��at WV�L oZ DiGii JWi�il �Wr,in th summe l m.._ i'
Jr-t'a in the is-;r„-r
,�'�y emit Plan should be do ��v�3'soxza , a =aeon ��
��limd. T-nis <i ;ate Sm e e~the zs�enoL-6 to
�=Ia::s[aAmerlje�`=v T�?�sth,e oorf szouici be jam },�lor
�in the l4goon --
w .
�•II ?- ) to allow for winter Sao Ve_ do to the�L
t2 tIIe► DWI,close tD the*.mum It��leve?2s,vezyc- SAOIiI�bemaaY t0
�II D�WL-7 allOW It a as the weath,,,Wd We
t'-LTtii the 1p-vSoon I3:T
reached ;ZS-�� does not Ewyc room iOr3'to n_,�c T128T►3a'iII•I'� S�ry�c�Z beore ?'
th-lagoon : C..SS War—dLLisllc �'* -
iat�IGW andsubi iQ a" `'T a c-.:son exc.�,)t a-
- -Ye�T' our s, VlO=c oA or
z.
Tn-roud ne - �cr o
v -=ve cove-_flv
.,,0 or
_ ..� r da=.-
.
CDve'"�3 ifl�� � �~ CZ.�.. Li2v ti�Qs�c�
. a� shouldoA Vim,cc.'Y..
LC Gjn07-jr.jt.o 2�► i'needs—L, to
bow on G milsi'..$ , bum in the evenr th2t It e�- -t c2__Diied SIfOul4�T he
a so::s e iaoort e-u--�' �� Lor r_T+�� r��c�a±i to oat
�iLoz..T.1Q Dv;�.,*�-TY w $ c..�"" ..-U.�G S+za' ouadigg
�imlent. "� QO Doges p a O IG-l0-y) or
3rai.sh and trees o,,,tse embanl aae.r
done' taorv � s:=,�r� MUS b4 co,t T"nis my-y
be
these-a, : mamas ci1C3vpjg�, or c co,u,tS7-;�i fcst� of
- iris should be aOne 2Z once a ye,,and
rvc weather c�ridions a��YQiz„Z}le roe
th�Ia��ooa ort is contmiled by s�yn then dew
Suet:chemi pie?..._ ?Dt?s not be alio to e�
the w��„- �Ls couiciraa:-m the b�
:a u'Ie moon tha am=cethag7
i' to M'-�sons of r Q
the�ocn zad -l rAotlta�il G _ .00n should "ve ra rle cz�- -the jj i ��zi-��
of
Checb 4 should i Ciude �"'3C"_;-- �iorr2mt,= ti azi stop L ev=m IL,,,s to he as a ma;.-- , the followi-az
- W�-�.L-tIe Pies, t�°r flv
'-- s,-g = `=~ '-�Pipes, and e=:aow Piz look nor_
aradon or ioints
? _
- acctlnr?a�or
iT o=s vz'ri:rt
a T �
ov CAAGZ.0,1 or t7IL}e5
APR 0-5 2019
EP�a4e� %�

'- uaaes':rabie veg„^�ve�oar
floc -or iod debris
Fmban-=ezt--400IC for.
1- setdemea4,cackinc or"�" holes
-- side:dope saouit�siu�tauS or bins
I we[or dam an= on the_bc k dom
`_• f -1�(m Q=t0� Of v on C;i 72S a�t Qf W,a.d
�5.=i2 U-Dom my be stems to 2INvin �' �tiiL�tE��� tt7
� M�wav=cau er-oQ--�m�L}oZL sitt"waMs= thereby caused by s�
redu=the potmlial( an'e
Wave a by��L3FL If
":dm cau==60=damage to,� v
used to r.iux the vrat III _ E�t��al�' �in the, m2y
Any of theme feam=come kad to erosion and wing of thjn� - IF ycu'Iagow has
cop��o You s�7ouid e. f mffiar
..on of w la�oor with desLm and
You may n
Of a waste '_ ,. fiowe=re: pr°`virie a six if one v is tip
u z P&-M=en,- solution should be reviews by ihe
�d -,G- �'is c soon with beaus► rmem is asour
wi g s�OULS.^.� unto and Shot;not caII�wd=
T IeFC;InC PUMPS
2- lmgmdoa-pump's
Check
fc=Tom' loose f'�?�
. � _ : :aC t3v��fl'iIIIID t3�3er"cZflIL � iumc�7ly It7L=G or=in
oim' o_a:=z-amount of vfor'zorl may indite t the tm?'
7repi--��_ u is in new or ar
re not� s..:..� tt _ .,...and�_ u y eaaot sa you
��: Su-pr�'by f� You shotth�-.= at a time d. I �
Safety teas should mar nem your h6�3OA is at im low Ie e j., 'I-� aiiow st#nme
to �about a r� vina aIleaziy gom is nottim.dme
Yourza bvrzs Avon is i _ You o Cfl c3.__ - - -y�� `aagiT
Or-pu=s_ an or sty
- S- ��.� � �� arZed to �-ry�su -�
C as i��ttma , "r Q- Moe
a
g Iot r�ai away froln ytM Iagsataa and carhei w
eut wswr-a9e s=mM,mz- The only wat d=shvuid_b,-a
i Comm-ftom yourRtgooa is thn which CnInes:a your-nwhiEw sys=Pmes and the ramfan th2t his the Iagow _
s oti shouia ins your diversion syst=n for he i :
1. ad=u won
Mvtaa sty
�. ridge b--m heist

Piacdce ware.-pn-`-vzd0n—
biLIld2ng wafer Owe and
sv ae from lea+dn.-warmre s, broken pines and wasndown throu;ir
Proper uainmiancz and water conservation_
Muumize feed wastage and spillage by k=aiag feeders adjur�? g
Will reduca the amount or solids entezing the lagoon
Maintain Ia;oon Imid level betwe-c.i the pe-m==t storage levy .d
the full temporary starage level_
Plate visible mars or stakes on the lagoon bank to show the
minimum liquid level and the nzaxirnum licMid lever(F,-.Omr 2_1).
Start irli atiIlg at he=&--St possible date in the spring based on
�n]ulneepnt requir-me
nts and so
il r oiLsa-x_- so that- '
will bo maximized=�the.[yyyyyme �
t�1t:nCI.e--s-aQ S°,50II. S1r1I,,;y
�_am in he lace Mamma.'learly fall to provide 'T'�muul la,-ixm
storae for the wince,:.
n
� e
lazoon liquid ITe'e.SIiUEljl1 Rever tie ^:Q
point or the(i&-li Oi e=�bankmenr- S foot to he lawew
!)o not pun u tie la-q r±l;auid Ieve? lower-thaz tze p
l..rr,ur ess you areing siudze_
Locate :ncbes uncle.-n th tae
SIZ�si 2ZG a5 i¢:_�c; aO1Tt tilt: C7ic�Ti��ne La:.ers as pQSSuOie.
=event addition's o:bed rev -tZ�riaS, ions s-ca.—, e forage 0
:::O1Qe0 i -d i)tas�w CAs Or Oth rye"__. ,dar,
sYTiTla 1 e f0rei-S tit^--,.:,ic Into heI`�
="-uentiy M-Move solids h7oom catch bass end o2 conanemest houses or Ae.�ve:they ar--ias-, Ue<-
-Nftiutain su Ct vamPM-61011, rodent, and varmint control near lagoon ed--,=
Jo not allow tress or large bush= to g.,Ow on I
goo dam or emb2�.......�t
Remove sludge-,- rn the moon cither wire:, t;'1e sludge storage mac Y is
MU or be*or;,it rZIS-Q Per,--=t of the permanent Smrage volum;..
If animal production is to be terniinatedd the ov,-,Ier is resnonslble for
Qoraining and i`nPle-Menting a closure pia to �, --_i-� he possio ii j of a pvliuMnt discjja,-je.
Slud,ge Removal:
Rate of lagoon sludge buildup = be.==d by:

• proper.lagoon sizincr
• mechanical sands s�axadon of ijus:�ed waste,
• ?I3v1tY 5r.�tifee of r!u$!2 Waste solids in a., ant)MDriawiy d�au{;dn'b•�S , or
; �e and spillage.
Lagg o,o 2 slud- that is mmovm
annually fie:that scorer fang t=rZ will:have more nut;<ejts,.
• have more odor, and
rea-uirL more land to propedy use the zu=ienrs.
Removal L--hniQues:
Mum a custom appfl tor.
- ibji- the sludgy and Daon liquid With. a chow ro tator irLzp�?er Pun") through -bore
€ -
sprint:e;i-�i won sy s-� onto n�-.v crgt d;
and sail incO r„o:v,
Dewater a-ie uD.�pt-of Doon by -,:dcTj c�to neavy ai d
ioF" es2ziCL Or
I .'TLC bmail:2 zdOu"aid spread onto - Ii 3U Ifl :iG �L stuxQ° r 7'" nd d; annso_M- COMOT-2te.
s3Ui
- -.Jerigte��•`I8 u��r -. -
iorcae1 �.� tL�O� Z2r.00TI OV?•j�-tom,--on Ortto "le b v Or
20 ��...� .LL•QY�m.� li vrZsi1 Cy r:O :a.
aTe2 beside=a; ,s t j r smge 027_2. b=I
T • m r. ,.,.ive e sZua ze sc) liquids
:nLo Door,; al-low siudge to dew--11— nat.I can4± �hack
onto Irani&--2d ar=or��:and- ; ; ^O..7,- with -t;- _urad
- , aIid SOL .IICOiflr�'?_
Reg2rclle= o:the method, you.yrst have the sludge r.,a
T nsttru ar f us--zS VO� au1Q C' ; C te.:ai anzlvz='f �r cSt;
II e<iL Qr:� iLa�� n �n wat=R The slue -;via con Z l,=....�...t.
--�- values - _i'�.QL' 1n apalZ{"ac"IOn Oi i slug.-e to sf'�dS will be
IirLtii° by- ese nutrient_as weL as t�viOus
Mau=em=.—. Was-Le�hcmon IMS wi be wss_ a�D3I L,in. Ct7 tom;. . Qad
• _� disc'.tsse:; in de,::�:g ��vt:;
'When lam. Q j 1iL3c ji�u -
attention by the ., aiusi also�Y atte,'2dOIi to the =- to prevenr dam g� Close
L:�e purrrt€�or d�a; a�., tor will ensure t�the� Iin
iu _ vau see sah mat. or the synthetic € ei oon
stOn the ac�viiv imm dr at". b.,,n�disnirbed, volt should
ply and i}ot resume until you azr sz-e the sludge be
rem�ov�i wi-Lhout liner iniu-p_ ,�tin is darza9Cd 11L rrLs be i�ai-ed 2S soon as
poss�ie.
Slunge Iq-.I OV-u'd IfTom the Donn has a much
than liQuia �u5e OI t,=3i5 it should hi,-her vhosphoriS and heavy meml cottt_'2t
and roe ai e�re:r, as in tlQ_,' t=4 ly - a�aZied to land frith low phosphorus
QZ teQ by a Sat:'a and L" �+ ortTS
f.rC3SIDII_ tQL� ti7ai 7I the SIL .. � _' cOi LOF.'ai..-: to reduce the C�Ycn{:a or
should be�'_ Ms-,s c i e;t to fields witr'3 vim; ;� soil=Lest ahosbuvr�,it:
t- only a;F. s ec*:_]. to the crop removal vi'p:.osph ,s with ctms�
wastes, aZW TVs have yox-T lagoon sludge Qual
yzed f-oz I Es nutr3e;.r value_
Tne 2ppliCatiion of sludge wi.il Incr" L�Ie amount Or' aDp3ZCaIIQ:-I Sit--
Extra,pr-..,.�Uziart Should be used to odor�L Sze z;-as-�; 4
co��j observe the wind dir=-"zO.L mnd other conditions Rhic.:,
could IZi.�."''.:..58 1'iV :OtlC.�.ii Ot ne_ai100=.

Idenuaed problems should be cor,=md promptly. It is advisable to instect your systeht during or iSi.ITmedia4y following a heavy rein_ I.f I=hnitxl nss:i_=ce is n
de�niae proper solutions, consult with appropriate t7e--tS_ to
You should r....ord the level of the lagoon just gear to whea main is predicted,and them
re=rd the level again Y to 6 hours aft-the rain (as Imes the: is no pumpizt;). T-
Dis W) L
give you an idea of how much your laggvon level will rise with a z~rtain
(you must a:so be recording =--� __ rainfall amount
y©Li mzinia]11 for this L© vJOii _ t3WIn�d should ue-w III
plaan3ag it igation aoplicauons anal store. If your lagoon Wises excessively, you may
have art'=a( w problem from a s�acw war-ar cave.-� an or rhW may be seqpage inv the
3aggaan:Groan the su—noundmz lm&
lag cyan-Ope*ation
Startup:
i_ Immediately after const-T.tction establish a canpie*.s soa cove:on ba-soil
sur=�s to avoid=sion-
2. gill new lagoon design tt M-trnent volume a :east half full of wa=bv�rr
waste loading bps, ML-ng car:- not to ezzode:i.�tir_g or ban;;sloe
Dr =-mipes into the c_soon should have a'+ex+bie pine on the
end of tine pig to uischa-.&e near the aortoM, of - moon d=. = ►t
filing t►in or anothe4:a—==of slo wing the .nca - W'a tQ a-mc a os on of
tie Muna-
'A -W Ien FoSS10le, begin loaning new 12goons Zn the Sc7rm"G,to I"i1nY7,;,:�
bacte:Zal SS,-DijSil:=r(du- - 'to w-�i!Ze<w ci:Z
5. t is r�., O mnend--.: a new lagoon be seeded With sludge Lzom a heaiat
wor itg swine lamon in the amount of 0_S ;�e:,,,�-tt of the fuli.la_!oott y
s 'this voltme. s seeding should oc..ot=at=t two weeim pda io the
aamtion of war wz
5. Maintain a pedodic check on the lagoon liquid pz. If the pH tl below
i.0, add a_zdcutltm-�l lime at the raty of z pound ge: 1000 cubic fa,;:of
lagwn liquid volume until the p$rses above 7.0. OI)timutn la„acm liquid
PH is betty=7.5 and 8.0_
i- A d2;,-iC color,lacl-of bub'oi ink, and =c=sive c fdor siR_rial_S .a
if
biological ac yit�%. Coats. =0n With � =rInica "!w n is ==ded
i th� a coiiCilt O=ocM;rr Tor prolonged periods, ue�:ally during theeTirF
season_
Landing:
The more L=Lently and rggfiMv that wastewater is added to a lag_s�on, the bed i he
lagoon wdl izt cdon_ Flush sysmms that.wash was= into the:a eon see,r=al times dariv arr 33dOPt.reun for�=-twtt. Pit r=mr;e SVSternS, iZ1 Which One or more b
and re~itae.; :i cfa tiildings die droned
y, a:= wow we I_

3/20/2019 256 Glacces Manning Lane Warsaw NC-Google Maps
Go gle Maps 256-Glacces Manning Lane Warsaw NC
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Imagery @2019 Google,Map data @2019 Google 1000 ft
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]prerator:Steve Draughon County: Duplin Date: 11/14/95
�s nceo nearest res a clence f, o her than owner) . F,x �2 800.D feet T�R
AVERAGE LIVE WEIGHT (ALW)
0 sows (farrow to finish) x 1417 lbs. = 0 lbs
0 sows (farrow to feeder) x 522 lbs-. = 0 lbs
0 head (finishing only) x 135 lbs. = 0 lbs
0 sows (farrow to wean) x 433 lbs. = 0 lbs
3200 head (wean to feeder) x 30 lbs. 96000 lbs
Describe other : 0
Total Average Live Weight -= 96000 lbs
MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 96000 lbs. ALW x Treatment Volume(CF)/Ib. ALW
Treatment Volume(CF)/lb. ALW = 1 CF/lb. ALW
Volume = 96000 cubic feet
STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feet "OWNER 5i p9A66,
SWvG' W+c L SE REMOVED AS NEEVM v
_XOTAL DESIGNED VOLUME
Inside top length (feet)--------------------- 170.0
Inside top width (feet)---------------------- 150.0
Top of dike elevation (feet)----------------- 48.2
Bottom of lagoon elevation (feet)------------ 37;2
Freeboard (feet)----------------------------- 1:0
Side slopes (inside lagoon)------------------ 3.0 : 1
Total design-volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3.0 3.0 3.0 3.0 164.0- 144.-0 10.0
AREA OF TOP
LENGTH * WIDTH =
164.0 144.0 23616 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
104.0 84.0 8736 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
134.0 114.0 61104 (AREA OF MIDSECTION * 4)
CU. FT. _ (AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
23616.0 61104.0 8736.0 1.7
Total Designed Volume Available = 155760 CU. FT.

5. TEMPORARY STORAGE REQUIRED
Drainage Area:
Lagoon (top of dike)
Length X Width =
170 145 24650 Square Feet
Buildings (roof and lot water)
Length X Width =
0 0 0 Square Feet
TOTAL DA 24650 Square Feet
===> Design temporary storage to be 180 days.
A. Volume of waste produced
Approximate daily production of manure in CF/LB SSLW 0. 00136
Volume = 96000 Lbs. SSLW X CF of waste/lb/day X 180
Volume = 23501 Cubic feet
B. Volume of wash water
This is the amount of fresh water used for washing floors or
volume of fresh water used for a flush system. Flush systems
that recirculate the lagoons water are accounted for in 5A.
, Volume = 0 Gallons)day X 180 days storage/7. 48
gallons per CF
Volume = 0 Cubic feet
C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by
largest amount.
180 days excess rainfall = 7. 0 inches
Volume = 7. 0 Inches X DA / 12 inches per foot
Volume = 14379. 167 Cubic feet
r
D. Volume of 25 year — 24 hour storm
Volume = 7. 5 inches / 12 inches per foot X DA
Volume = 15406 Cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 23501 Cubic feet
5P. 0 Cubic feet
5C. 14379 Cubic feet
5D. 15406 Cubic feet
TOTAL 53286 Cubic feet

6. SUMMARY
Total required volume = 145a8E Cubic feet
Total design volume avail. = 156739 Cubic feet
Min. reqrd. trtmnt. vol. plus sludge accum. = 96000 Cu. Ft.
At elev. 41. 00 Ft ; Vol= 96208 Cubic feet (end pumping)
Total design volume less 25yr-24hr storm = 141333 Cu. Ft.
At elev. 43. 30 Ft ; Vol= 141223 Cubic feet (start pumping)
Seasonal high water table elevation is 39. 00 Feet, . which must
be lower than the elevation of top of treatment volume 41. 00
DESIGNED BY: linPPROVED BY:
DATE: 1-'141-73 DATE: 2
NOTE: SEE ATTACHED WASTE UTILIZATION FLAN
ADDITIONAL NOTES:

Operator:Steve Draughon County : Duplin Date : 01/19/93
Distance to nearest °residence (other than owner) : 1400 feel:
1. STEADY STATE LIVE WEIGHT
0 Sows (farrow to finish) X 1417 lbs. = 0
0 Sows (farrow to_ feeder) X 522 lbs. _ 0
O Head (finishing only) X 135 lbs. = 0
0 Sows (farrow to wean) X 433 lbs. = 0
3200 Head (wean to feeder) X 30 lbs. = 96000
TOTAL STEADY STATE LIVE WEIGHT (SSLW) = 96000
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 96000 lbs. SSLW X Treatment Volume CF/lb. SSLW
Treatment Volume CF/lb. SSLW= 1. 0 CF/lb. SSLW
Volume = 96000 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION (NOT COMPUTED AT)
o (LANDOWNER REQUEST)
Volume = 0 cubic feet (Sludge Removed As Needed)
4. TOTAL DESIGN VOLUME
Inside top: length 170 feet g width 145 feet
Top of dike at elevation ,/ 45. 00 feet
Freeboard 1. 0 feetw`" Side slopes 3. 0: 1 ( inside)
Total design lagoon liquid level at elevation 44. 00 feet
Bottom of lagoon at elevations 33. 00 feet
Seasonal high water table elevation 39. 00 feet
Total design volume using prismoidal formula:
SS/END1 SS/END2 SS/SIDE1 SS/END2 LENGTH WIDTH DEPTH
3. +0 3. 0 3. 0 3. 0 164. 0 139. 0 11. 00
AREA OF TOP
LENGTH X WIDTH
164 139 22796 (Area of Top)
AREA OF BOTTOM
LENGTH X WIDTH =
98 73 7154 (Area of Bottom)
AREA OF MIDSECTION
LENGTH X WIDTH X 4
131 106 55544 (Area of Midsection X 4)
CU. FT. = [Area top+(4XArea Midsect ion)+Area Bottom] X Depth/6
22796 55544 7154
VOL. OF LAGOON AT TOTAL DESIGN LIQUID LEVEL = 156739 CU. FT.

D. Volume of 25 year - 24 hour storm
Volume = 7.5 inches / 12 inches per foot * DA
Volume = 15937.5 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 23444 cubic feet
5B. O cubic feet
5C. 14875 cubic feet
5D. 15938 cubic feet
TOTAL 54256 cubic feet
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=======-===================>- 170.0 feet
Inside top width============================> 150.0 feet
Top of dike elevation=======================> 48.2 feet-
Bottom of lagoon elevation==================> 37.2 feet
Total required volume=======================> 150256 cu. ft.
Actual design volume========================> 155760 cu. ft. * _
Seasonal high watertable elevation (SHWT)===> 42.8 feet
Stop pumping eiev.__________________________> 44.4 feet
Must be > or = to the SHWT elev.==========> 42.8 feet
Must be > or = to min req. treatment el.--> 43.2 feet
Required minimum treatment volume===========> 96000 cu. ft.
Volume at stop pumping elevation============> 96616 cu. ft.
Start pumping elev._________________________> 46.4 feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. rainfall==> 139823 cu. ft.
volume at start pumping elevation===========> 137452 cu. ft.
Required volume to be pumped================> 38319 cu. ft.
-Actual volume planned-to -be -pumped= _ > 40836 cu ft.
_:Min. thickness. of_soil liner when required- > _ 1, 6 feet
BY: 'JY 1 ( 1ti-� - BY: „p
frE© EiTUS%GNF i NG• Gn.y.�y�r„-•p,y 19?,� �a'�r0/N�Lj cS�/,4-'V'
DATE: t4 DATE: cfs—
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:

TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
170.0 150.0 25500.0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 25500.0 square feet
Design temporary storage period to be 1.80 days.
3. Volume of waste produced
Feces & urine production in gal./day per 135 lb. ALW 1.37
Volume = 96000 lbs. ALW/135 lbs. ALW * 1.37 gal/day 180 days
Volume = 175360 gals. or 23443.9 cubic feet
Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume = 0.0 gallons/day * 180 days storage/7.48 gallons
per CF
Volume = 0.0 cubic feet
Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall = 7.0 inches
Volume = 7.0 in * DA / 12 inches per foot
Volume = 14875.0 cubic feet