310261_Permit Renewal Application 2019_20190410

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Animal Waste Management Systems
Request for Certification of Coverage
Facility Currently covered by an Expiring Sate Non-Discharge General Permit
On September 30, 2019, the North Carolina State Non-Discharge General Permits for Animal Waste Management Systems will
expire. As required by these permits, facilities that have been issued Certificates of Coverage to operate under these State
Non-Discharge General Permits must apply for renewal at least 180 days prior to their expiration date. Therefore, all applications
must be received by the Division of Water Resources by no later than April 3,2019.
Please do not leave any question unanswered. Please verify all information and make any necessary corrections below.
Application must be signed and dated by the Permittee.
1. Farm.Number: 31-0261 Certificate Of Coverage Number: AWS310261
2. Facility Name: Next Generation 1
3. Landowner's Name(same as on the Waste Management Plan): Next Generation Family Ventures LLC
4. Landowners.Mailing Address: 314 Willard Edwards Rd
City: Beulaville State: NC Zip: 28518
Telephone Number: 910-298-3012 Ext. E-mail:
5. Facility's Physical Address: 296 Edwards Rd
City: Beulaville State: NC Zip: 28518
6. County where Facility is located: Dupliti
7. Farm Mtuiagees 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): 1 Edwards Phone No.: 9t0-29Ti T8'tJ� OIC#: ,164 4
�
11. Lessee's Name(if there is not a Lessee,write"None"):
f�0 2fo-11f;Ly 77
12. Indicate animal operation type and number:
Current Permit: Dperkions Type Allowable Count
Swine-Feeder to Finish 2,860
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 Nlilk Cow Pullets Sheep-Sheep
Feeder to Finish Dry Crow 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
RECEIVFI`fW(;zc=WR
App, C, 1 ?019
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13. Waste Treatment and Storage Lagoons (Verify the following information is accurate and complete. Make all necessary
corrections and provide missing data.)
Estimated Liner Type Estimated Design Freeboard
Structure Date (Clay,Synthetic, Capacity Surface Area "Redline"
Name Built Unknown) (Cubic Feet) (Square Feet) (Inches)
DE f 3 74,923.00 19.50
Mail one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed application
as required by NC General Statutes 143-215.10C(d)to the address below.
The CAWMP must include the following components:
1. The most recent Waste Utilization.Plan(WUP),signed by the owner and a certified technical specialist,containing:
a. The method by which waste is applied to the disposal fields(e.g.irrigation,injection,etc.)
b. A map of every field used for land application(for example:irrigation map)
c. The soil series present on every land application field
d. The crops grown on every land application field
e. The Realistic Yield Expectation(RYE)for every crop shown in the W UP
f. The maximum PAN to be applied to every land application field
g. The waste application windows for every crop utilized in the WU.P
h. The required NRCS Standard.specifications
2. A site map/schematic
3. Emergency Action Plan
4. Insect Control Checklist with chosen best management practices noted
5. Odor Control Checklist with chosen best management practices noted
6. Mortality Control Checklist with selected method noted-Use the enclosed updated Mortality Control Checklist
7. Lagoon/storage pond capacity documentation (design, calculations, etc.) Please be sure the above table is accurate and
complete. Also provide any site evaluations, wetland determinations, or hazard classifications that may be applicable to
your facility.
8. Operation and Maintenance Plan
If your CAWMP includes any components not shown on this list, .please include the additional components with your submittal.
(e.g.composting,digesters,waste transfers,etc.)
As a second option to mailing paper copies of the application package, you can scan and email one signed copy of the
application and all the CAWMP items above to: [e-mail]
APR 0 3 ?019
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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 143-21.5.6B, any person who knowingly makes any false statement,
representation, or certification in any application may be subject to civil penalties up to $25,000 per violation. (18 U.S.C.
Section 1001 provides a punishment by a fine of not .more than $10,000 or imprisonment of not more than 5 years, or both for
a similar offense.)
Printed Name of Signing Official (Landowner, or if multiple Landowners all landowners should sign. If .Landowner is a
corporation,signature should be by a principal executive officer of the corporation.):
F
Nam at&dL �: VQ A.C,cbl,
Title: �l
Signature: ''^^� { CIJ " Date: �� If—If
h�{ '
Name: Title:
Signature: Date:
Naive: Title:
Signature: Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NCDEQ-DWR
Animal Feeding Operations Program
.1636 Mail Service Center
Raleigh,North Carolina 27699-1636
Telephone number:(9.19)707-9100
E-mail:201.9 Permi tRen ewalC.n cd enr.gov
FORM: RENEWAL-STATE GENERAL 02/201.9

Nutrient Management Plan For Animal Waste Utilization
03-23-2011
This plan has been prepared for: This plan has been developed by:
Dexter Edwards Farm31261 Billy Houston
Dexter Edwards � c-7 � „
323 Willard Edit,ards Rd 182 Lester Houston Rde !�` '
Beulaville, NC 28518 Pink Hill, NC 28372
910-298-3012 910-298-4629
_13 `L✓
Developer Signature
Type of Plan: Nitrogen Only with Manure Only
Owner/Manager/Producer Agreement
I (we)understand and agree to the specifications and the operation and maintenance procedures
established in this nutrient management plan which includes an animal waste utilization plan for
the farm named above. I have read and understand the Required Specifications concerning animal
waste management that are included with this plan.
Signature(owner) Date
Signature(manager or producer) Date
This plan meets the minimum standards and specifications of the U.S. Department of Agriculture-
Natural Resources Conservation Service or the standard of practices adopted by the Soil and Water
Conservation Commission.
Plan Approved By:
TechnicP Specialist Signature Date
176392 Database Version 3.1 Date Printed; 03-23-2011 Cover Page 1

Narrative
WUP revised based on wetted acres completed by Howard Hobson.
PAN rates reflect maximum allowable based on current guidelines
•'�VTi7lCj//��;WL�i���IS
APR Q 3 M9
Weftrouallty
ReDional Operations anion
176392 Database Version 3.1 Date Printed; 03-23-2011 Narrative Page Page 1 of 1

The table shown below provides a summary of the crops or rotations included in this plan for each field. Realistic Yield estimates
are also provided for each crop in the plan. In addition,the Leaching Index for each field is shown,where available.
Planned Crops Summary
Total Useable Leaching
Tract Field Acres Acres Index(LI) Soil Series Crop Sequence RYE
5341 .3A 1.76 1.76 N/A Norfolk Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 6.5 Tons
5341 3B 3.25 3.25 N/A Norfolk Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 6.5 Tons
5341 3C 3.38 3.38 N/A Norfolk Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 6.5 Tons
5341 3 D 5.29 5.29 N/A Norfolk Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 6.5 Tons
5341 .4A 1.72 1.72 N/A Norfolk Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 6.5 Tons
5341 4B 3.481 3.48 N/A Norfolk Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 6.5"rons
5341 1C 3.85 3.85 N/A Norfolk Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 6,5 Tons
6607 lA 4.48 4.48 N/A Autryville Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 5,5 Tons
6607 1B 2.54 2.54 N/A Autrville Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 5.5 Tons
PLAN TOTALS: 29.75 29.75
LI Potential Leaching Technical Guidance
Low potential to contribute to soluble None
<2 nutrient leaching below the root zone.
>_ & Moderate potential to contribute to soluble Nutrient Management(590)should be planned.
<_- 10 nutrient leaching below the root zone.
High potential to contribute to soluble Nutrient Management(590)should be planned. Other conservation practices that improve the soils
nutrient leaching below the root zone. available eater holding capacity and improve nutrient use efticienc,, should be considered.
> 10 Examples are Cover Crops(340)to scavenge nutrients.Sod-Based Rotations(328),Long-Teri
No-Till(778).and edge-of-field practices such as Filter Strips(393)and Riparian Forest Buffers
176392 Database Version 3.1 Date Printed 3/23/201 l
PCS Page Page 1 of I
NOTE: Symbol*means user entered data.

The Waste Utilization table shown below summarizes the waste utilization plan for this operation. This plan provides an estimate of the number of acres of cropland needed td use
the nutrients being produced. The plan requires consideration of the realistic yields of the crops to be grown,their nutrient requirements,and proper timing of applications to
maximize nutrient uptake.
This table provides an estimate of the amount of nitrogen required by the crop being grown and an estimate of the nitrogen amount being supplied by manure or other by-products,
commercial fertilizer and residual from previous crops. An estimate of the quantity of solid and liquid waste that will be applied on each field in order to supply the indicated quantity
of nitrogen from each source is also included. A balance of the total manure produced and the total manure applied is included in the table to ensure that the plan adequately provides
for the utilization of the manure generated by the operation.
Waste Utilization Table
Year 1
Nitrogen Comm. Re Manure Liquid Solid Liquid Solid
PA Orri (za) PA ManureA Manure Manure (Manure
Nutrient Nutrient NutrientA pplied Applred Applied A lied
Req'd Applied pplied (acre) (acre PP
O A) tlbs/A1 (Ibs/A) ) IField) (Field)
Source Total Use. Applic
Tract Field ID Applic- 1000 Soil Series Acres Acres Crop RYE Period N N N Method N gal/A Tons 1000 gals tons
5341 3A S7 Norfolk 1.76 1.76 Small Grain Overseed I.U'fons I0/1-3/31 Sp p a
0 Irri.a. 50 19.97 0.00 35.15 0.00
5341 3A S7 Norfolk 1.76 1.76 Hybrid Bermudagrass Pasture *
6.5 Tons 3/1-10/31 *244 0 0 Irrig. 244 97.46 0.00 171.54
0.00
5341 3B S7 Norfolk 3.25 3.25 Small(train Overseed 1.0Tons I0/I-3/31 50 U 0 brig. 50 lc
97 0.00 64.91 O.OU
5341 313 S7 Norfolk 3.25 3.25 1 lybrid Bermudagrass Pasture
b.;"funs 3/1-10/31 *244 0 0 brig. 244 97.46 0.00
316.76 0.0
5341 3C S7 Norfolk 3.38 3.38 Small Grain Overseed
I.OTons 10/I-3/31 5U 0 0 brig. 50 19.97 0.00 67.51
0.00
5341 3C S7 Norfolk 3.38 3.38 hybrid Bermudagrass Pasture s
6.5 Tons 3/1-I0/31 244 0 0 Irrie. 244 97.46 0.00 329.43 0.00
5341 3D S7 Norfolk 5.29 5.29 Small Grain Overseed `
I.01b1's 10/1-3/31 50 0 0 brig. 50 19.97 0.0 105.6. 0.00
5341 31) S7 Norfolk 5.29 5.29 hybrid Bermudagrass Pasture
6.5 Tons 3/I-10/31 *244 0 0 brig. 244 97.46 0.00 515.58 0.00
5341 4A S7 Norfolk 1.72 1.72 Small Grain Overseed
I.0'fons 10/1-3/31 50 0 0 brig. 50 19.97 O.UO 34.35 0.00
5341 4A S7 Norfolk 1.72 1.72 hybrid Bermudagrass Pasture 6.5 Tents *3/1-10/31 244 0
* 0 brig. 244 97.46 0.00 167.64 U.DO
5341 4B S7 Norfolk 3.48 3.48 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0
U brig. 50 19.y7 U.00 69 SU 0.00
5341 413 S7 Norfolk 3.48 3.48 Hybrid Bermudagrass Pasture 6.5 Tons *3/1-10/31 *244 0 0 Irri�
�- 244 97.46 0.00 339.17 0.00
5341 4C S7 Norfolk 3.85 3.85 Small Grain Overseed 1.0"tons 10/1-3/31 50 0
0 Irrig. 50 19.97 0_00 76.89 0.00
5341 4C' S7 Norfolk 3.85 3.85 Hybrid Bermudagrass Pasture 6.5 Tons *3/1-10/31 *244 0
0 brig. 244 97.4 0.00 375.24All
6607 IA 87 utryville 4.48 4.48 Small Grain Ovtrseed 1.0 Tons 10/1-3/31 50 0
0 ]trig. 50 19.97 0.00 89.45
6607 IA S7 Autryville 4.48 4.48 Hybrid Bermudagrass Pasture 5.5 Tons *3/t-10/31 *206 0 0 brig.
206 82.29 0.0 368.64
176392 Database Version 3.1 Date Printed:3/23/2011
WUT Page Page I oft

Waste Utiliz:.._.'n]'able Year 1 f
Nitrogen Comm. Res. Manure Liquid Solid Liquid Solid
PA Fert. (lbs'A) PA ManureA Manure Manure Manure
Nutrient Nutrient NutrientA pplied Applied Applied Applied
Req'd Applied pplied (acre) (acre) (Field) (Field)
OWA) (1bcA) (Ibs/A)
Source Total Use. Applic. Applie, 1000
Tract Field ID Soil Series Acres Acres Crop RYE Period N N N Method N gal/A Tons 1000 gals tons
6607 1 B S7utrvville 2.54 2.54 Small Grain Oversees 1.0 Tons 10/I-3/31 .5p 0 a
j
Irritr. 50 19.97 0.00 5fl.73 U.00
6607 I B ]S�7jAulrvville 2.54 2.54 yvbrid Bermudagrtss Pasture 55 Tons *3/1-10/31 '206 0 brig. 206 82.29 0.00 209.00 0.00
Total Applied,IOW 011ons 3,387.16
Total Produced,1000 VIlons 2.651.22
Balance,1000 gallons -735.94
Total Applied,tons 0.00
Total Produced.tons 0.00
Balance,tons 0.00
Votes: I. In the tract column,—symbol means]eased.otherwise.owned. 2. Symbol*means user entered data.
176392 Database Version 3.i Date Printed:3/23/201 1 WUT Page Page 2 of 2

The following Lagoon Sludge Nitrogen Utilization table provides an estimate of the number of acres needed for sludge
utilization for the indicated accumulation period, These estimates are based on average nitrogen concentrations for each source,
the number of animals in the facility and the plant available nitrogen application rates shown in the second column.
Lagoon sludge contains nutrients and organic matter remaining after treatment and application of the effluent. At clean out,this
material must be utilized for crop production and applied at agronomic rates. In most cases,the priority nutrient is nitrogen but
other nutrients including phosphorous, copper and zinc can also be limiting. Since nutrient levels are generally very high,
application of sludge must be carefully applied.
Sites must first be evaluated for their suitability for sludge application. Ideally,effluent spray fields should not be used for
sludge application. If this is not possible,care should be taken not to load effluent application fields with high amounts of
copper and zinc so that additional effluent cannot be applied. On sites vulnerable to surface water moving to streams and lakes,
phosphorous is a concern. Soils containing very high phosphorous levels may also be a concern.
Lagoon Sludge Nitrogen Utilization Table
Maximum Maximum Sludge
Crop PA-N Rate Application Rate Minimum Acres Minimum Acres Minimum Acres
Ib/ac 1000 gal/ac 5 Years Accumulation 10 Years Accumulation 15 Years Accumulation
Swine Feeder-Finish Lagoon Sludge - Standard
Corn 120 bu 150 13.16 35.85 71.71 107.56
Hay 6 ton R.Y.E, 300 26.32 17.93 35.85 53.78
Soybean 40 bu 160 14.04 33.61 67.23 100.84
- ---------------------------- —--- ------ -
_011 Sludge Page Page 1 of
176392 Database Version 3.1 Date Printed: 03-23-�

-- The Available Waste Storage Capacity table provides an estimate of the number of days of storage capacity available
at the end of each month of the plan. Available storage capacity is calculated as the design storage capacity in days
minus the number of days of net storage volume accu niulated. The start date is a value entered by the user and is
defined as the date prior to applying nutrients to the first crop in the plan at which storage volume in the lagoon or
holding pond is equal to zero.
Available storage capacity should be greater than or equal to zero and less than or equal to the design storage
capacity of the facility. If the available storage capacity is greater than the design storage capacity,this indicates that
the plan calls for the application of nutrients that have not yet accumulated. If available storage capacity is negative,
the estimated volume of accumulated waste exceeds the design storage volume of the structure. Either of these
situations indicates that the planned application interval in the waste utilization plan is inconsistent with the
structure's temporary storage capacity.
Available Waste Storage Capacity
Source:dame Swine Feeder-Finish Lagoon Liquid Design Storage Capacity(Days)
Start Date ' 9/1 180
Plan Year Month Available Storage Capacity(Days)
1 1 84
1 2 69
1 3 97
I 4 113
1 5 128
1 6 152
1 7 175
1 8 180
1 9 180
1 10 180
1 11 163
I 12 147
*Available Storage Capacity is calculated as of the end of each month.
------------- --- ----- ____
176392 Database Version 3.1 Date Printed: 03-23-2011 Capacity Page Page 1 of 1

WASTE UTILIZATION PLAN
REQUIRED SPECIFICATIONS
1 . Animal waste shall not reach surface waters of the state by
runoff, drift, manmade conveyances, direct application, or
direct discharge during operation or land application. Any
discharge of waste which reaches surface water is prohibited.
2 . There must be documentation in the design folder that the
producer either owns or has an agreement for use of adequate
land on which to properly apply the waste. If the producer does
not own adequate land to properly dispose of waste, he/she shall
provide a copy of an agreement with a landowner who is within a
reasonable proximity, allowing him/her the use of the land for
waste application. It is the responsibility of the owner of the
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, climatic conditions, and
level of management, unless there are regulations that restrict
the rate of application for other nutrients .
4 . Animal waste shall be applied to land eroding less than 5 tons
per acre per year. Waste may be applied to land that is eroding
at 5 or more tons, but less than 10 tons per acre per year
providing grass filter strips are installed where runoff leaves
the field. (See FOTG Standard 393 -Filter Strip)
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" for guidance . )
7 . Liquid waste shall be applied at rates not to exceed the soil
infiltration rate such that runoff does not occur offsite or to
surface waters and in a method which does not cause drift from
the site during application. No ponding should occur in order
to control odor or flies .
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
`J a manner that the crop is not covered with waste to a depth that
would inhibit growth. The potential for salt damage from animal
waste should also be considered.
Page: 9

WASTE UTILIZATION PLAN
REQUIRED SPECIFICATIONS
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 the crop or forages breaking
dormancy.
11 . Any new swine facility sited on or after October 1, 1995 shall
comply with the following: The outer perimeter of the land area
onto which waste is applied from a lagoon that is a component of
a swine farm shall be at least 50 feet from any -residential
property boundary and from any perennial stream or river (other
than 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 landowner.
14 . Waste shall be applied in a manner not to reach other property
and public right-of-ways .
15 . Animal waste shall not be discharged into surface waters,
drainageways, or wetlands by a discharge or by over-spraying.
Animal waste may be applied to prior converted cropland provided
they have been approved as a land application site by a
"technical specialist" . Animal waste shall not be applied on
grassed waterways that discharges directly into water courses,
and on other grassed waterways, waste shall be applied at
agronomic rates in a manner that causes no runoff or drift from
the site .
16 . Domestic and industrial waste from washdown facilities,
showers, toilets, sinks, etc. , shall not be discharged into the
animal waste management system.
17 . A protective cover of appropriate vegetation will be
established on all disturbed areas (lagoon embankments, berms,
pipe runs, etc . ) . Areas shall be fenced, as necessary, to
protect the vegetation. Vegetation such as trees, shrubs, and
other woody species, etc . , are limited to areas where considered
appropriate. Lagoon areas should be kept mowed and accessible .
Berms and structures should be inspected regularly for evidence
of erosion, leakage or discharge .
Page: 10

WASTE UTILIZATION PLAN
REQUIRED SPECIFICATIONS
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 preplant with no further applications of
animal waste during the crop season.
21 . Highly visible markers shall be installed to mark the top and
bottom elevations of the temporary storage (pumping volume) of
all waste treatment lagoons . Pumping shall be managed to
maintain the liquid level between the markers . A marker will
be required to mark the maximum storage volume for waste
storage ponds .
22 . Waste shall be tested within 60 days of utilization and soil
shall be tested at least annually at crop sites where waste
products are applied. Nitrogen shall be the rate - determining
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 and maintained. Soil and waste
analysis records shall be kept for five 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 regulations .
Page: 11

Swine Farm Waste Management Odor Control Checklist
Source Cause BMPs to Minimize Odor Site Specific Practices
Farmstead • Swine production 19' Vegetative or wooded buffers;
@ Recommended best management practices;
13 Good judgment and common sense
Animal body surfaces • Dirty manure-covered animals Cl Dry floors
Floor surfaces . Wet manure-covered floors 14 Slotted floors;
a Waterers located over slotted floors;
O Feeders at high end of solid floors;
O Scrape manure buildup from floors;
O Underfloor ventilation for drying
Manure collection pits • Urine; _ M--'Frequent manure removal by flush,pit recharge, z
• Partial microbial decomposition or scrape;
_ 0 Underfloor ventilation
Ventilation exhaust fans • Volatile gases; l3' Fan maintenance; —�
Dust Cd- Efficient air movement
Indoor surfaces • Dust O Washdown between groups of animals;
O Feed additives;
O Feeder covers;
O Feed delivery downspout extenders to feeder
_ covers
Flush tanks • Agitation of recycled lagoon 17 Flush tank covers; --
liquid while tanks are filling Cl Extend fill 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 of recycled lagoon 17 Extend recharge lines to near bottom of pits
liquid while pits are filling with anti-siphon vents
Lift stations • Agitation during sump tank 17 Sump tank covers
filling and drawdown
Outside drain collection e Agitation during wastewater covers
or junction boxes conveyance
AMOr November 11, 1996, Page 3
1 ►

Source Cause
at Ca_use BMPs to Minimize Odor
End of drainpipes • Site Specific Practices
P Agitation during wastewater Q Extend discharge point of pipes underneath
lagoon conveyance lagoon liquid level
Lagoon surfaces • Volatile gas emissions;
6�"Proper lagoon Liquid capacity;
• Biological mixing; M'"Conwt lagoon startup procedures;
• Agitation Q Minimum surface area-to-volume ratio;
❑ Minimum agitation when.pumping;
❑ Mechanical aeration;
M--froven biological additives
Irrigation sprinkler • High pressure agitation; M dry days on Irrigate y
a
nozzles g s with little no wind;
• Wind drift GY'Minimum recommended operating pe g pressure;
B°`Pump intake near lagoon liquid surface;
_ ty Pump from second-stage a uon
Storage tank or basin • Partial microbial decomposition; ❑ Bottom or midlevel loading;
surface . Mixing while filling;
O Tank covers;
• Agitation when emptying p Basin surface mats of solids;
❑ Proven biological additives or oxidants
Settling basin surface • Partial microbial decomposition; Cl Extend drainpipe outlets underneath liquid
• Mixing while filling; level;
_ • Agitation when emptying ❑ Remove settled solids regularly
Manure,slurry or sludge • Agitation when spreading; 17 Soil injection of slurry/sludges; -- - — - -
spreader outlets . Volatile gas emissions
O Wash residual manure from spreader after use;
❑ Proven biological additives or oxidants
Uncovered manure, • Volatile gas emissions while 0 Soil injection of slurry/sludges
slurry or sludge on field drying
surfaces D Soil incorporation within 48 hrs.;
O Spread in thin uniform layers for rapid drying;
❑ Proven biological additives or oxidants
Dead animals • Carcass decomposition "Proper disposition of carcasses - -� -- -
Dead anima{disposal • Carcass decomposition ❑ Complete covering of carcasses in burial pits; -'-
pits
_ ❑ Proper location/construction ol'diWsal pits
Incinerators a Incomplete combustion 0 Secondary stack burners -- - -
AMOC-November 11, 1996, Page 4

Source Cause BMPs Odor
to fi�iiaiimize
Standing water around • Lnproper drainage; � Site Specific Practices
t31' Grade and landscape such that water drains
Microbial decomposition of away from facilities
organic matter
Manure tracked onto • Poorly maintained access roads ~—
public roads from farm LX"Farm access road maintenance
access
Additional information
Swine Manure Management; 0200 Rule(BMP Packet Available From
Swine Production Farm Potential Odor Sources and Remedies; EBAE Fact Sheet NCSU,County Extension Center
128-88 NCSU- BAE
Swine Production Facility Manure Management:Pit Recharge-Lagoon Treatment; EBAE Swine Production Facility Manure Management:Underfloor Flush-Lagoon Treatment; EBAE i29-88 NCSU-BAE
Lagoon Design and Management for Livestock Manure Treatment and Storage; EBAE 103-93 NCSU-BAE
Calibration of Manure and Wastewater Application Equipment; EBAE Fact Sheet NCSU-BAE
Controlling Odors from Swine Buildings; PIH-33 NCSU-BAE
Environmental Assurance Program; NPPC Manual NCSU-Swine Extension
Options for Managing Odor; a report from the Swine Odor Task Force NC Pork Producers Assoc
Nuisance Concerns in Anima)Manure Management:Odors and Flies; PRO 107, 1995 Conference Proceedin s NCSU Agri Communications
g Florida Cooperative Extension
AMOC-November 11, 19%, Page 5
1

r
4 Insect Control Checklist for Animal Operations
-- �,►nrce� attt�r - -- - -
- _ _ ItMPs to Control Insects
Fh,51t Gullet!. Accuuu,lation of solids Liquid Systems - Site SpeciC.•Pr:,cticcs
f ' ('lush system is designed and operi,letf --- - _
sufficiently to remove accnntulated solids front
IIU/gutters as designed.
tt cmove bridging of accnenulaled solids at
.190ons:tnd fits ____.-- ('rusted Solids - discharge
Maiittrin lagoons,settling basins and pits►elect
pest breeding is apparent to nininuze lite — --
crusting Of solids to a depth Of uo more than 6-
I:a«�,i�c Veg;t tative - --- -- -- itches over more than 30%of surface.
Decaying vegetation
t i,t,wrl, Atainlain vegetative control aloe•----'-------'--- - ---lagoons and Other imponntlment to prevent - - -- - - - -
accumulalion of decayi,tg;vegetative matter
- - - --• along;waters edge on impoten,lmcnl's perirnctrr.
t�«•,1�,. -- -_.____ nr-y Systems �---------- -- --•---------
_..._--Feed Spillage
(t?' Design.operate and waiutain fern --
hunkers and irOngE,$)to minimize the -
accunudatirrrt of Decaying wastage.
t-7 ('kart up spillage on a minine basis(e.g., 7- 10
day interval during;surnuer; 15-30 day;Ole,val
F,rit titur.,g;r - - Accumulatiors tef feed resi,lues _ hiring tvntter)-
Naluct,nu,rsturc accunudatiutt will::n and - -•-
arrant inemedi:rte periutcler of teed stOrag;r
areas by insuring drainage away lie►m site
ant/or providing adeyu:,le Cont;unn,rr,t
covered bin for brewet''s grain:uut similar high
moisture grain prachrcis).
t'7 Inspect fi,r ancf remove Or break up at:r trmuhttui
solids in filter strips arountl fccd storage:rs
heeded.
,
A N, t1„�cFa�her ![, l'��)(y Page ;
i

-
Anilnal!loldint;A ar - j Caos �
Accunu�latiotts ofanimal wastes �Mps fo Control Insects
and feed wastage Eliminate low areas that trap moisture along >eciftc
Site SI practices
Fences and other locations where waste
accumulates and disturbancey anim
b ---_:
minimal, als is
n Maintain fence rows and fitter strips around
auti,nal holding areas to minimize
b accumulations of wastes(i.e.,inspect for atul
fetttove or break up accumulated solids as
S),tcins Accumulations of animal wastes needed)_
!] Remove spillage on a routine basis e. -day interval during sttenmer; t5-30ti,,y interv�l •--'_
during winter)where utanure is loade:c!for land application or disposal.
f7 Provide lbr adegiIate drainage around manor,
stockpiles.
f7 Inspect for and remove or break lip accunn
- ----- wastes in filter strips llatell
around stockpiles and
I"t mine intann;niun coniac�die Cooperative lixtensiou Service- _nlanure handling areas as needed.
Relclt,ll, w. )hj9j_7b13. _ ----�--
I)epa1tmeut of EntomologY. Box 7613 —
rth Cavolin;j State 1 hiiv/-Isity. - —
2
j
I

�l-a 61
EMERGENC ACTION PLAN
PHONE NUMBERS
DWQ
EMERGENCY MANAGEMENT SYSTEM Iil
SWCD _ a�
NRCS --i 6 /-XV
This plan will be implemented in the event that wastes from your operation are Ieaking,
overflowing, or running off site. You should not wait until wastes reach surface waters or
leave your property to consider that you have a problem. You should make every effort to
ensure that this does not happen. This plan should be posted in an accessible location for
all employees at the facility. The following are some action items you should take.
1. Stop the release of wastes. Depending on the situation, this may or may not be
possible. Suggested responses to some possible problems are listed below.
A. Lagoon overflow-possible solutions are:
a. Add soil to berm to increase elevation of dam.
b. Pump wastes to fields at an acceptable rate.
c. Stop all flows to the lagoon immediately.
d. Call a pumping contractor.
e. Make sure no surface water is entering lagoon.
B: Runoff from waste application field-actions include:
a. Immediately stop waste application.
b. Create a temporary diversion to contain waste.
c. Incorporate waste to reduce runoff.
d. Evaluate and eliminate the reason(s) that caused the runoff.
e. Evaluate the application rates for the fields where runoff occurred.
C: Leakage from the waste pipes and sprinklers-action include:
a. Stop recycle pump.
b. Stop irrigation pump.
c. CIose valves to eliminate further discharge.
d. Repair all leaks prior to restarting pumps.
D: Leakage_from flush systems, houses, solid separators-action include:
a. Stop recycle pump.
b. Stop irrigation pump.
c. Make sure no siphon occurs.
d. Stop all flows in the house, flush systems, or solid separators.
1 December 18, 1996

e. Repair all leaks prior to restarting pumps.
E: Leakage from base or sidewall of lagoon. Often this is seepage as opposed to
flowing leaks-possible action:
a. Dig a small sump or ditch away 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 lagoon
bottom as soon as possible.
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?
d. Did the spill leave the property?
e. Does the spill have the potential to reach surface waters?
f. Could a future rain event cause the spill to reach surface waters?
g. Are potable water wells in danger(either on or off of the property)?
E. How much reached surface waters?
3: Contact appropriate agencies.
a. During normal business hours, call your DWQ (Division of Water Quality)
regional office; Phone - - . After hours, emergency number: 919-733-3942.
Your phone call should include: your name, facility, telephone number, the details
of the incident from item,2 above, the exact location of the facility,the location or
direction of movement of the spill,weather and wind conditions. The corrective
measures that have been under taken, and the seriousness of the situation.
b. If spill leaves property or enters surface waters, call local EMS Phone number C. Instruct EMS to contact local Health Department.
d. Contact CES, phone number - - ,local SWCD office phone number
and local MRCS office for advice/technical assistance phone number - -
4: If none of the above works call 911 or the Sheriffs Department and explain your
problem to them and ask that person to contact the proper agencies for you.
5: Contact the contractor of your choice to begin repair of problem to minimize off-site
damage.
a. Contractors Name: .3 { �^t r �� f' �, A-
b. Contractors Address:
c. Contractors Phone:
._ 2 December 18, 1996

6: Contact the technical specialist who certified the lagoon (NRCS, Consulting
Engincer, etc.)
a. Name:
b. Phone:
7: Implement procedures as advised by DWQ and technical assistance agencies to
rectify the damage, repair the system, and reassess the waste management plan to
keep problems with release of wastes from happening again.
3 December 18, 1996

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

Operator; _________ _________ _________ ____ > NG1
County:__ _________ _________ _________ ____ > Duplin
Date:____ _________ _________ _________ ________> 05/16/13
Dist. to nearest residence (other than owner) ; ft.
sows (farrow to finish) :___ _________ ________>
sows (farrow to fee eder) :=== ________>
head (finishing only) :===__ ________> 2860
sows (farrow to wean) :===__
head (wean to feeder) :===__
Ave, Live Weight for other operations(lbs. )=>
Storage volume for sludge accum. (cu. ft, ) :=>
Treatment Volume (min. 1 cu, ft./lb. )===____> 1. 0
25 Year - 24 Hour Rainfall (in. )===_________> 7.5
Rainfall in excess of evaporation (in, )===__> 7 .0
Drainage area of buildings & lots (sq. ft . )=>
Volume of wash water (gallons/day)====______>
Temporary storage period (days)_____________> 180
Freeboard (ft, ) ;____________________________> 1.0
Side slopes (inside lagoon) :________________> 2.0 1
Inside top length (ft , ) :____________________> 650 .0
Inside top width ( ft. ) ;_____________________> 115 . 0
Top of dike elevation ( ft. j :====____________> . 50.0
Bottom of lagoon elevation ( ft. ) :==_________> 39. 0
Seasonal high water table(SHWT) elev, (ft. ) :=>
Total required volume;_____ ________> 5 t.
Actual design volume:______ ________> 570993� cu. ft.
S�tt pumping el. (> or = to 0 . 0 ft, ) > 3_ft.
(> or = to 45. 0 ft.Min, )
Required minimum treatment volume: 386100 cu. ft .
Volume at stop pumping elevation: 388319 cu, ft.
Start pumping elev. ;________________________> 48 . 4 ft
V011-u`me at start pumping elevation; 528514 cu.
Actual volume less 25yr-24hr rain; 524275 cu. ft ,
NOTE: Verify that temp. storage is adequate;
Req, volume to be pumped:====> 137892 cu, ft ,
Actual volume to be pumped:==> 140194 cu, ft.
I •JIV^"eJ boUe-4 014 14.5byllt- PCI JA �:"l afe1) Io/o4lQI5�

r
Operator: Next Generation#! County: Duplin Date: 10/08/18
Distance to nearest residence(other than owner): feet
1. AVERAGE LIVE WEIGHT (ALW)
0 sows (farrow to finish) x 1417 lbs. = 0 lbs
0 sows (farrow to feeder) x 522 lbs. = 0 lbs
2860 head (finishing only) x 135 lbs. = 386100 lbs
0 sows (farrow to wean) x 433 lbs. = 0 lbs
0 head (wean to feeder) x 30 lbs. = 0 lbs
Describe other 0
Total Average Live Weight= 386100 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume= 386100 lbs. ALW x Treatment Vol u me(C F)/Ib. ALW
Treatment Volume(CF)/Ib. ALW= 1 CF/lb. ALW
Volume= 386100 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume= cubic feet
4. TOTAL DESIGNED VOLUME
Inside top length (feet)--------------------- 650.0
Inside top width (feet)---------------------- 115.0
Top of dike elevation (feet)----------------- 50.0
Bottom of lagoon elevation (feet)------------ 39.0
Freeboard (feet)----------------------------- 1.0
Side slopes (inside lagoon)------------------ 2.0 : 1
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
2.0 2.0 2.0 2.0 646.0 111.0 10.0
AREA OF TOP
LENGTH *WIDTH =
646.0 111.0 71706 (AREA OF TOP)
AREA OF BOTTOM
LENGTH *WIDTH =
606.0 71.0 43026 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH *WIDTH *4
626.0 91.0 227864 (AREA OF MIDSECTION *4)
CU. FT. = [AREA TOP+ (4*AREA MIDSECTION) +AREA BOTTOM] * DEPTH/6
71706.0 227864.0 43026.0 1.7

Total Designed Volume Available= 570993 CU. FT.
5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length *Width =
650.0 115.0 74750.0 square feet
Buildings(roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 74750.0 square feet
Design temporary storage period to riod to b e 180 days.
5A. Volume of waste produced
Feces&urine production in gal./day per 135 lb. ALW 1.37
Volume= 386100 lbs. ALW/135 lbs. ALW* 1.37 gal/day 180 days
Volume= 705276 gals. or 94288.2 cubic feet
5B. Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume= 0.0 gallons/day* 180 days storage/7 48 gallons
per CF
Volume= 0.0 cubic feet
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall = inches
Volume= 7.0 in * DA/ 12 inches per foot
Volume= 43604.2 cubic feet
5D. Volume of 25 year-24 hour storm

Volume= 7.5 inches/ 12 inches per foot* DA
Volume= 46718.8 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 94288 cubic feet
5B. 0 cubic feet
5C. 43604 cubic feet
5D. 46719 cubic feet
TOTAL 184611 cubic feet
6. SUMMARY
Temporary storage period====================> 180 days
Rainfall in excess of evaporation===========> 7.0 inches
25 year-24 hour rainfall==================> 7.5 inches
Freeboard===================================> 1.0 feet
Side slopes=================================> 2.0 : 1
Inside top length===========================> 650.0 feet
Inside top width============================> 115.0 feet
Top of dike elevation=======================> 50.0 feet
Bottom of lagoon elevation==================> 39.0 feet
Total required volume=======================> 57t99
Actual design volume========================>
Seasonal high watertable elevation (SHWT)===> feet
Stop pumping elev.__________________________> 46.3 feet
Must be> or=to the SHWT elev.==========> feet
Must be> or=to min. req. treatment el.=> 45.0 feet
Required minimum treatment volume===========> 386100 cu. ft.
Volume at stop pumping elevation============> 388319 cu. ft.
Start pumping elev._________________________> 48.4 feet
Must be at bottom of freeboard &25 yr. rainfall
Actual volume less 25 yr.-24 hr. rainfall==> 524275 cu. ft.
Volume at start pumping elevation===========> 528514 cu. ft.
Required volume to be pumped================> 137892 cu. ft.
Actual volume planned to be pumped==========> 140194 cu. ft.
Min. thickness of soil liner when required==> 1.6 feet
7. DESIGNED BY: APPROVED BY-
DATE: DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:

2l- 02 (o1
OPERATION & MAINTENANCE PLAN
Proper lagoon liquid management should be a year-round priority. It is especially
important to manage levels so that you do not have problems during extended rainy and
wet periods.
Maximum storage capacity should be available in the lagoon for periods when the
receiving crop is dormant (such as wintertime for bermudagrass) or when there are
extended rainy sells such as the thunderstorm season in the summertime. This means
that at the first signs of plant growth in the later winter/early spring, irrigation according to
a farm waste management plan should be done whenever the land is dry enough to
receive lagoon liquid. This will make storage space available in the Iagoon for future wet
Periods, In the late summer/early fall the lagoon should be pumped down to the low
marker (see Figure 2-1) to allow for winter storage. Every effort should be made to
maintain the lagoon close to the minimum liquid level as long as the weather and waste
utilization plan will allow it.
Waiting until the lagoon has reached its maximum storage capacity before starting to
irrigate does not leave room for storing excess water during extended wet periods.
Overflow from the lagoon for any reason except a 25-year, 24-hour storm is a violation of
state law and subject to penalty action.
The routine maintenance of a lagoon involves the following:
Maintenance of a vegetative cover for the dam.
Fescue or common bermudagrass are the most common vegetative
covers. The vegetation should be fertilized each year, if needed, to
maintain a vigorous stand. The amount of fertilizer applied should be
based on a soils test, but in the event that it is not practical to obtain
a soils test each year, the lagoon embankment and surrounding areas
should be fertilized with 800 pounds per acre of 10-10-10, or
equivalent.
Brush and trees on the embankment must be controlled. This may be
done by mowing, spraying, grazing, chopping, or a combination of
these practices. This should be done at least once a year and
possibly twice in years that weather conditions are favorable for
heavy vegetative growth.
NOTE: If vegetation is controlled by spraying, the herbicide must not be allowed to enter
the lagoon water. Such chemicals could harm the bacteria in the lagoon that are treating
the waste.
Maintenance inspections of the entire lagoon should be made during the initial filling of
the lagoon and at least monthly and after major rainfall and storm events. Items to be
checked should include, as a minimum, the following:
Waste Inlet Pipes, Recycling Pipes, and Overflow Pipes---look for:
1, separation of joints
2. cracks or breaks
3, accumulation of salts or minerals
4. overall condition of pipes

Lagoon surface---look for:
1. undesirable vegetative growth
2. floating or lodged debris
Embankment---look for:
I. settlement, cracking, or "jug" holes
2. side slope stability---slumps or bulges
3. wet or damp areas on the back slope
4. erosion due to lack of vegetation or as a result of wave action
5. rodent damage
Larger lagoons may be subject to liner damage due to wave action caused by strong
winds. These waves can erode the lagoon sidewalls, thereby weakening the lagoon dam.
A good stand of vegetation will reduce the potential damage caused by wave action. If
wave action causes serious damage to a lagoon sidewall, baffles in the lagoon may be
used to reduce the wave impacts.
Any of these features could lead to erosion and weakening of the dam. If your lagoon has
any of these features, you should call an appropriate expert familiar with design and
construction of waste lagoons. You may need to provide a temporal fix if there is a threat
of a waste discharge. However, a permanent solution should be reviewed by the
technical expert. Any digging into a lagoon dam with heavy equipment is a serious
undertaking with potentially serious consequences and should not be conducted unless
recommended by an appropriate technical expert.
Transfer Pumps---check for proper operation of:
- I. recycling pumps
2. irrigation pumps
Check for leaks, loose fittings, and overall pump operation. An unusually loud or grinding
noise, or a large amount of vibration, may indicate that the pump is in need or repair or
replacement.
NOTE; Pumping systems should be inspected and operated frequently enough so that you
are not completely "surprised" by equipment failure. You should perform your pumping
system maintenance at a time when your lagoon is at its low level. This will allow some
safety time should major repairs be required. Having a nearly full lagoon is not the time
to think about switching, repairing , or borrowing pumps. Probably, if your lagoon is full,
your neighbor's lagoon is full also. You should consider maintaining an inventory of spare
parts or pumps.
Surface water diversion features are designed to carry all surface
drainage waters (such as rainfall runoff, roof drainage, gutter outlets,
and parking lot runoff) away from your lagoon and other waste
treatment or storage structures, The only water that should be
coming from your lagoon is that which comes from your flushing
(washing) system pipes and the rainfall that hits the lagoon directly
You should inspect your diversion system for the following:
1, adequate vegetation
2. diversion capacity
3, ridge berm height

Identified problems should be corrected promptly. It is advisable to inspect your system
during or immediately following a heavy rain. If technical assistance is needed to
determine proper solutions, consult with appropriate experts.
You should record the level of the lagoon just prior to when rain is predicted, and then
record the level again 4 to 6 hours after the rain (assumes there is no pumping). This will
give you an idea of how much your lagoon level will rise with a certain rainfall amount
(you must also be recording your rainfall for this to work). Knowing this should help in
planning irrigation applications and storage, If your lagoon rises excessively, you may
have an inflow problem from a surface water diversion or there may be seepage into the
lagoon from the surrounding land.
Lagoon Operation
Startup:
1. Immediately after construction establish a complete sod cover on bare soil
surfaces to avoid erosion.
2. Fill new lagoon design treatment volume at least half full of water before
waste loading begins, taking care not to erode lining or bank slopes.
I Drainpipes into the lagoon should have a flexible pipe extender on the
end of the pipe to discharge near the bottom of the lagoon during initial
filling or another means of slowing the incoming water to avoid erosion of
the lining.
4. When possible, begin loading new lagoons in the spring to maximize
bacterial establishment (due to warmer weather).
5. It is recommended that a new lagoon be seeded with sludge from a healthy
working swine lagoon in the amount of 0.25 percent of the full lagoon
liquid volume. This seeding should occour at Ieast two weeks prior to the
addition of wastewater.
6. Maintain a periodic check on the lagoon liquid pH. If the pH falls below
7.0, add agricultural lime at the rate of 1 pound per 1000 cubic feet of
lagoon liquid volume until the pH rises above 7.0. Optimum lagoon liquid
pH is between 7.5 and 8.0.
7. A dark color, lack of bubbling, and excessive odor signals inadequate
biological activity, Consultation with a technical specialist is recommended
if these conditions occur for prolonged periods, especially during the warm
season.
Loading:
The more frequently and regularly that wastewater is added to a lagoon, the better the
lagoon will function. Flush systems that wash waste into the lagoon several times daily are
optimum for treatment, Pit recharge systems, in which one or more buildings are drained
and recharged each day, also work well.

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

proper lagoon sizing,
mechanical solids separation of flushed waste,
gravity settling of flushed waste solids in an appropriately designed basin, or
minimizing feed wastage and spillage.
Lagoon sludge that is removed annually rather than stored long term will:
have more nutrients,
have more odor, and
require more land to properly use the nutrients.
Removal techniques:
Hire a custom applicator.
Mix the sludge and lagoon liquid with a chopper-agitator impeller
pump through large-bore sprinkler irrigation system onto nearby cropland;
and soil incorporate.
Dewater the upper part of lagoon by irrigation onto nearby cropland or
forageland; mix remaining sludge; pump into liquid sludge applicator; haul
and spread onto cropland or forageland; and soil incorporate.
Dewater the upper part of lagoon by irrigation onto nearby cropland or
forageland; dredge sludge from lagoon with dragline or sludge barge; berm
-- an area beside lagoon to receive the sludge so that liquids can drain back
into lagoon; allow sludge to dewater; haul and spread with manure spreader
onto cropland or forageland; and soil incorporate.
Regardless of the method, you must have the sludge material analyzed for waste
constituents just as you would your lagoon water. The sludge will contain different
nutrient and metal values from the liquid. The application of the sludge to fields will be
limited by these nutrients as well as any previous waste applications to that field and crop
requirement. Waste application rates will be discussed in detail in Chapter 3,
When removing sludge, you must also pay attention to the liner to prevent damage. Close
attention by the pumper or drag-line operator will ensure that the lagoon liner remains
intact. If you see soil material or the synthetic liner material being disturbed, you should
stop the activity immediately and not resume until you are sure that the sludge can be
removed without liner injury. If the liner is damaged it must be repaired as soon as
possible.
Sludge removed from the lagoon has a much higher phosphorus and heavy metal content
than liquid. Because of this it should probably be applied to land with low phosphorus
and metal levels, as indicated by a soil test, and incorporated to reduce the chance of
erosion. Note that if the sludge is applied to fields with very high soil-test phosphores, it
should be applied only at rates equal to the crop removal of phosphorus. As with other
wastes, always have your lagoon sludge analyzed for its nutrient value.
The application of sludge will increase the amount of odor at the waste application site.
Extra precaution should be used to observe the wind direction and other conditions which
could increase the concern of neighbors.

Possible Causes of Lagoon Failure
Lagoon failures result in the unplanned discharge of wastewater from the structure. Types
Of failures include leakage through the bottom or sides, Overtopping, and b reach dam. Assuming proper design and construction, the owner ha esponsibility f the
ensuring structure safety. Items which may lead to lagoon failures include:
Modification of the lagoon structure---an example is the placement of a pipe
in the dam without proper design and construction. (Consult an expert in
lagoon design before placing any pipes in dams.)
• Lagoon liquid levels---high levels are a safety risk,
Failure to inspect and maintain the dam,
Excess surface water flowing into the lagoon,
• Liner integrity---protect from inlet pipe scouring, damage during sludge
removal, or rupture from lowering lagoon liquid level below groundwater
table.
NOTE: If lagoon water is allowed to overtop the dam, the moving water will soon cause
gullies to form in the dam. Once this damage starts, it can quickly cause a large discharge
of wastewater and possible dam failure.

ROY COOPER
Qorenevr
MICHAEL S.REGAN
UNRA CULPEPPER NORTH CAROLINA
EnWMMnWUdQW&tY
April 23,2019
Next Generation Family Ventures LLC
Next Generation 1
314 Willard Edwards Rd
Beulaville NC 28518
Subject: Additional Information Request
Application No.AWS310261
Next Generation 1 f
Duplin County
Dear Next Generation Family Ventures I.LC,
The Animal Feeding Operation Program of the Division of Water Resources(Division)has completed a
preliminary review of your renewal permit application package. Additional information is required
before we may continue our review. Please address and submit the following item(s)within 30(thirty)
days of receipt of this letter:
[ZI Missin-Co�Lies of Site Mai ield Maps: Our record show that the copies of the field maps are
missing in your WUP or NW.
Please reference the subject application number when providing the requested information. All revised
and/or additional documentation shall be signed,dated and sent to my attention at the address below. The
Information can also be submitted electronically at 2019PermitRenewal ncdenr,gav
Please feel free to contact me at 919-707-3702.if you have any questions regarding this letter,
Sincerely,
Animal Feeding Operations Program
cc: Wilmington Regional Office,Water Quality Regional Operations Section
AFOGS Section Files—AWS310261
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�N
—� Nutrient Management Plan For Animal Waste Utilization - —
03-23-2011
This plan has been prepared for: This plan has been developed by:
Dexter Edivards Farn131261 Billy Houston
Dexter Edwards ...
323 Willard Edwards Rd 182 Lester Houston Rde
Beulaville, NC 28518 ) Pink Hill, NC 28572
910-298-3 012 aye`l + 910-298-4629
Developer Signature
Type of Plan: Nitrogen Only with Manure Only
Owner/Manager/Producer Agreement
I (we) understand and agree to the specifications and the operation and maintenance procedures
established in this nutrient management plan which includes an animal waste utilization plan for
,..� the farm named above. I have read and understand the Required Specifications concerning animal
waste management that are included with this plan.
Signature(owner) Date
Signature(manager or producer) Date
This plan meets the minimum standards and specifications of the U.S. Department of Agriculture-
Natural Resources Conservation Service or the standard of practices adopted by the Soil and Water
Conservation Commission.
Plan Approved By: l
TechnicP Specialist Signature Date
176392 Database Version 3.1 Date Printed: 03-23-2011 Cover Page 1

Narrative
WUP revised based on wetted acres completed by Howard Hobson.
PAN rates reflect maximum allowable based on current guidelines
176392 Database Version 3.1 Date Printed: 03-23-2011 Narrative Page Page 1 of 1

The table shown below provides a summary of the crops or rotations included in this plan for each field. Realistic Yield estimates
are also provided for each crop in the plan. in addition,the Leaching Index for each field is shown,where available.
Planned Crops Summary
Total Useable Leaching
Tract Field Acres Acres index(Li) Soil Series Crop Sequence RYE
5341 3A 1.76 1.76 N/A Norfolk Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 6.5 Tons
5341 3B 3.25 3.25 N/A Norfolk Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 6.5 Tons
5341 3C 3.38 3.38 N/A Norfolk Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 6.5 Tons
5341 3D 5.29 5.29 N/A Norfolk Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 6.5 Tons
5341 4A 1.72 1.72 N/A Norfolk Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 6.5 Tons
5341 4B 3.48 3.48 N/A Norfolk Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 6.5 Tons
5341 4C 3.85 3.85 N/A Norfolk Small Grain Overseed 1.0 Tons
Hybrid Bennudagrass Pasture 6.5 Tons
6607 1 A 4.48 4.48 N/A Autryville Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pastore 5.5 Tons
6607 113 2.54 2.54 N/A Autt}nville Small Grain Overseed 1.0 Tons .
Hybrid Bermudagrass Pasture 5.5 Tons
PLAN TOTALS: 29.75 29.73
LT Potential Leaching Technical Guidance
Low potential to contribute to soluble None
<2 nutrient leaching below the root zone.
>=2& Moderate potential to contribute to soluble Nutrient Management(590)should be planned.
10 nutrient leaching below the root zone.
<=
High potential to contribute to soluble Nutrient Management(590)should be planned. Other conservation practices that unprove the soils
nutrient leaching below the root zone. available water holding capacity and improve nutrient use efficiency should be considered.
> 10 Examples are Cover Crops(340)to scavenge nutrients,Sod-Based Rotations(328),Long-Term
No-Till(778).and edge-of-field practices such as Filter Strips(393)and Riparian Forest Buffers
(391).
176392 Database Version 3.1 Date Printed 3/23/2011
PCS Page Page 1 of 1
NOTE: Symbol's means user entered data.

The Waste Utilization table shown below summarizes the waste utilization plan for this operation. This plan provides an estimate of the number of acres of cropland needed to use
the nutrients being produced. The plan requires consideration of the realistic yields of the crops to be grown,their nutrient requirements,and proper timing of applications to
maximize nutrient uptake.
This tab.le provides an estimate of the amount of nitrogen required by the crop being grown and an estimate of the nitrogen amount being supplied by manure or other by-products,
commercial fertilizer and residual from previous crops. An estimate of the quantity of solid and Liquid waste that will be applied on each field in order to supply the indicated quantity
of nitrogen From each source is also included. A balance of the total manure produced and the total manure applied is included in the table to ensure that the plan adequately provides
for the utilization of the manure generated by the operation.
Waste Utilization Table Year 1
Nitrogen Contra. Res. Manure Liquid Solid Liquid Solid
PA Fert. (lbs/A) PA ManureA Manure Manure Manure
Nutrient Nutrient NutrientA pplied Applied Applied Applied
Req'd Applied pplied (acre) (acre) (Field) (Field)
(lbs/A) (lbs/A) (Ibs/A)
Source Total Use, Applic- Applic. 1000
Tract Field ID Soil Series Acres Acres Crop RYE Period N N N Method N gal/A Tons 1000 gals tons
9341 3A S7 Norfolk 1.76 1.76 Small Grain Overseed LO Tons 1011-3/31 50 0 0 Irrig. 50 19.97 0.00 35.15 0.00
5341 3A S7 Norfolk 1.76 1.76 Hybrid Bermudagrass Pasture 6.5 Tons *3/1-10/31 *244 0 0 Irrig. 244 97.46 0.00 171.54 0.00
5341 3B S7 Norfolk 3.25 3.25 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50119.97 0.00 64.91 0.00
5341 3B S7 Norfolk 3.25 3.25 Hybrid Bermudagrass Pastore 6.5 Totts *3/1-10/31 *244 0 0 Irrig. 244 9T46 0.00 316.76 0.00
5341 3C S7 Norfolk 3.38 3.38 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 19.97 0.00 67.51 0.00
5341 3C S7 Norfolk 3.38 3.38 Hybrid Bermudagrass Pasture 6.5 Tons *3/1-10/31 *244 0 0 Irrig, 244 97.46 0.00 329.43 0.00
5341 3D S7 Norfolk 5.29 5.29 Small Grain Overseed 1.0 Toils 10/1-3/31 50 0 0 1rrig. SU 19.97 0.00 105.65 0.00
5341 3D S7 Norfolk 5.29 5.29 Flybrid Bermudagrass Pasture 6.5 Tons *3/1-10/31 *244 0 0 Irrig. 244 97.46 0.00 515.58 0.00
5341 4A S7 Norfolk 1.72 1.72 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 19.97 0.00 34.35 0.00
5341 4A S7 Norfolk 1.72 1.72 Hybrid Bernutdagrass Pasture 6.5 Tons *3/1-10/31 *244 0 0 Irrig. 244 97.46 0.00 167.64 0.00
5341 4B 87 Norfolk 3.48 3.48 Small Grain Overseed LO Tons 10/1-3/31 50 0 0 Irrig. 50 19.97 0.00 6950 0.00
5341 4B S7 Norfolk 3.48 3.48 143,brid Bermudagrass Pasture 6.5 Tons *3/1-10/31 *244 0 0 Irrig. 244 97.46 0.00 339.17 0.00
5341 4C 87 Norfolk 3.85 3.85 Small Grain Overseed I.0 Tons 10/I-3/3I 50 0 0 Irrig. 50 19.97 0.00 76.39 0.00
5341 4C S7 Norfolk 3.85 3.85 Hybrid Bermudagrass Pasture 6.5 Tons *3/1-10/31 *244 0 0 Irrig. 244 97.46 0.Oa 375.24 0.00
L06O7
1A S7 Autryville 4.48 4.48 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 19.97 0.00 89.48 0.00
lA S7 Autryville 4.48 4.48 Hybrid Bermudagrass Pasture 55 Tons *3/1-10/31 *206 0 0 Irrig. 206 82.29 0.00 368.64 0.00
176392 Database Version 3.1 Date Printed: 3/2'V2011 WUT Page Page 1 of 2

Waste Utiliza_..,il Table )Year 1
Nitrogen Comm. Res. Manure Liquid Solid Liquid Solid
PA Fert. (Ibs/A) PA ManureA Manure Manure Manure
Nutrient Nutrient NutrientA pplied Applied I Applied Applied
Req'd Applied pplied (acre) (acre) (Field) (Field)
(Ibs/A) (Ibs/A) (lbs/A)
Source Total Use. Applie. Applic. 1000
Tract Field ID Soil Series Acres Acres Crop RYE Period N N N Method N gal/A Tons 1000 gals tons
6607 IB S7 Autryville 2.54 2.54 Small Grain Overseed l.0 Tons 10/1-3/31 50 0 0 brig. 50 19.97 0.00 50.73 0.00
6607 1B S7 Autryville 2.54 2.54 Hybrid Bermuda-grass Pasture 5.5 Tons *3/1-10/31 *206 0 0 Irrig. 206 82,29 0.00 209.00 0.00
Total Applied,1.000 gallons 3,387.16
Total Produced,1000 gallons 2,651.22
Balance, 1000 gallons -735.94
Total Applied,tons 0.00
Total Produced,tons 0.00
Balance,tons 0.00
Notes: I. In the tract column,—symbol means leased,otherwise,owned. 2. Symbol means user entered data.
176392 Database Version 3.1 Date Printed: 3/23/2011 WUT Page Page 2 of 2

The Irrigation Application Factors for each field in this plan are shown in the following table. Infiltration rate varies with soils. If
applying waste nutrients through an irrigation system,you must apply at a rate that will not result in runoff. This table provides the
maximum application rate per hour that may be applied to each field selected to receive wastewater. It also lists the maximum
application amount that each field may receive in any one application event.
irrigation Application Factors
Application Rate Application Amount
Tract Field Soil Series (inches/hour) (inches)
5341 3A Norfolk 0.50 1.0
5341 3B Norfolk 0.50 1.0
5341 3C Norfolk 0.50 1.0
5341 3D Norfolk 0.50 1.0
5341 4A Norfolk 0.50 1.0
5341 4B Norfolk 0.50 1.0
5341 4C Norfolk 0.50 1.0
6607 1A Autryville 0.60 1.0
6607 1B Autryville 0.60 1.0
176392 Database Version 3.1 Date Printed 3/23/2011 IAF Page Page l of 1
NOTE: Symbol*means user entered data.

--, The following Lagoon Sludge Nitrogen Utilization table provides an estimate of the number of acres needed for sludge
utilization for the indicated accumulation period. These estimates are based on average nitrogen concentrations for each source,
the number of animals in the facility and the plant available nitrogen application rates shown in the second column.
Lagoon sludge contains nutrients and organic matter remaining after treatment and application of the effluent. At clean out,this
material must be utilized.for crop production and applied at agronomic rates. In most cases,the priority nutrient is nitrogen but
other nutrients including phosphorous,copper and zinc can also be limiting. Since nutrient levels are generally very high,
application of sludge must be carefully applied.
Sites must first be evaluated for their suitability for sludge application. Ideally,effluent spray fields should not be used for
sludge application. If this is not possible,care should be taken not to load effluent application fields with high amounts of
copper and zinc so that additional effluent cannot be applied. On sites vulnerable to surface water moving to streams and lakes,
phosphorous is a concern. Soils containing very high phosphorous levels may also be a concern.
Lagoon Sludge Nitrogen Utilization Table
Maximum Maximum Sludge
Crop PA-N Rate Application Rate Minimum Acres Minimum Acres Minimum Acres
Ib/ac 1000 gal/ac 5 Years Accumulation 10 Years Accumulation 15 Years Accumulation
Swine Feeder-Finish Lagoon Sludge- Standard
Corn 120 bu 150 13.16 35.85 7131 107.56
Hay 6 ton R.Y.E. 300 26.32 17.93 35.85 53.78
Soybean 40 bu 160 14.04 33.61 67.23 100.84
---------------------------------------------------------------------------------------------
176392 Database Version').I Date Printed: 03-23-2011 Sludge Page Page 1 of

-- The Available Waste Storage Capacity table provides an estimate of the number of days of storage capacity available
at the end of each month of the plan. Available storage capacity is calculated as the design storage capacity in days
minus the number of days of net storage volume accumulated. The start date is a value entered by the user and is
defined as the date prior to applying nutrients to the first crop in the plan at which storage volume in the lagoon or
holding pond is equal to zero.
Available storage capacity should be greater than or equal to zero and less than or equal to the design storage
capacity of the facility. If the available storage capacity is greater than the design storage capacity,this indicates that
the plan calls for the application of nutrients that have not yet accumulated. If available storage capacity is negative,
the estimated volume of accumulated waste exceeds the design storage volume of the structure. Either of these
situations indicates that the planned application interval in the waste utilization plan is inconsistent with the
structure's temporary storage capacity.
Available Waste Stora$e Capacity
Source Name I Swine Feeder-Finish Lagoon Liquid Design Storage Capacity(Days)
Start Date 9/1 180
Plan Year Month Available Storage Capacity(Days)
1 1 84
1 2 69
1 3 97
1 4 113
1 5 128
1 6 152
1 7 175
1 8 180
1 9 180
1 10 180
1 11 163
1 12 147
*Available Storage Capacity is calculated as of the end of each month.
----------------------------------------------------------------------------------
176392 Database Version 3.1 Date Printed: 03-23-2011 Capacity Page Page 1 of 1

'Page 8
EXHIBIT A-6
NRCS, NC
JUNE, 1996
WASTE UTILIZATION PLAN
REQUIRED SPECIFICATIONS
1. Animal waste shall not reach surface waters of the state by
runoff, drift, manmade conveyances, direct application, or direct
discharge during operation of land application. Any discharge
of waste which reaches surface water is prohibited.
2 . There must be documentation in the design folder that the producer
either owns or has a notarized agreement for use of adequate land
on which to properly apply the waste. If the producer does not own
adequate land to properly- dispose of waste, he/she shall provide a
copy of a notarized agreement with a landowner who is within a
reasonable proximity, allowing him/her the use of the land for a
waste application. 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. Actual yields may be used in
lieu of realistic yield tables at the discretation of the planner.
4. Animal waste shall be applied on land eroding less than 5 tons per
f^ acre per year. Waste may be applied to land that is eroding at more
than 5 tons but less than 10 tons per acre per year providing grass
filter strips are installed where runoff leaves the field.
(See FOTG Standard 393-Filter Strips)
5. Odors can be reduced by injecting the waste of 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" for guidance. )
7. Liquid waste shall be applied at rates not to exceed the soil
infiltration rate such that runoff does not occur offsite or to
surface waters and in a method which does not cause drift from
the site during application. No ponding should occur in order
to control odor and flies.
8. Animal waste shall not be applied to saturated soils, during
rainfall events, or when the surface is frozen.
9. Animal waste should applied to saturated soils, during rainfall
events, or when the surface is frozen.
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 or forages breaking dormancy.
C00101150667

Pale 9
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 any perennial stream or river other
than an irrigation ditch or canal. Animal waste other than
swine waste from facilities sited on or after 10/1/95, shall
not be applied closer than 25 feet to surface water. This
distance may be reduced for waters that are not perennial pro-
vided adequate vegetative filter strips are present (See
Standard 393 - Filter Strips) .
12. Animal waste shall not be applied closer than 100 feet from wells.
13. Animal waste shall not be- applied closer than 200 feet of
dwellings other than those owned by landowner.
14. Waste shall be applied in a manner not to reach other property __
and public right-of-ways.
15. Animals waste shall not be discharged into surface waters,
drainageways or wetlands by a discharge or by over spraying.
Animal waste may be applied to prior converted cropland provided
it has been approved as a land applications site by a "technical
specialist" . Animal waste applied on grassed waterways shall
be at agronomic rates and in a manner that causes no runoff or
drift from the site.
16. Domestic and industrial waste from washdown facilities, showers,
toilets, sinks, etc. , shall not be discharged into the animal
waste management system.
�--. 17. A protective cover of appropriate vegetation will be•est,&blished
on all disturbed areas (lagoon embankments, berms, -pipe runs,
etc. ) . Areas shll 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 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 preplant with no further applications
of animal waste during the crop season.
21. Highly visible permanent markers shall be installed to mark the
top and bottom elevations of the temporary storage (pumping
volume) of all waste treatment lagoons. Pumping shall be
managed to maintain the liquid level between the markers. A
marker will be required to mark the maximum storage volume
for waste storage ponds.
22. Soil tests shall be made every two years and a liquid waste
analysis be taken at least twice each year consistent with_
waste utilization plan. Poultry litter shall be tested prior
to application. Soil and waste analysis records shall be kept
for five years.
23 . Dead animals will be disposed of in a manner that meets North
Carolina regulations.
C00101150668

ROY COOPER
Gorenmr
MICHAEL S.REGAN �,
seffewy
LWDA CULPEPPER NORTH CAROLINA
Dlrrator
April 23,2019
Next Generation Family Ventures LLC
Next Generation 1
314 Willard Edwards Rd
Beulaville NC 28518
Subject: Additional Information Request
Application No.AWS310261
Next Generation 1 I
Duplin County
Dear Next Generation Family Ventures LLC,
The Animal Feeding Operation Program of the Division of Water Resources(Division)has completed a
preliminary review of your renewal permit application package. Additional information is required
before we may continue our review. Please address and submit the following item(s)within 30(thirty)
days of receipt of this letter:
z missing
in your WUP or MP issine Copies of Site r NW.
eld Mates: Our record show that the copies of the field maps are
Please reference the subject application number when providing the requested information. All revised
and/or additional documentation shall be signed,dated and sent to my attention at the address below. The
Information can also be submitted electronically at 2019PermitRenewal,(-' cdenr. ov
Please feel free to contact me at 919-707-3702.if you have any questions regarding this letter,
Sincerely,
Animal Feeding Operations Program
cc: Wilmington Regional Office,Water Quality Regional Operations Section
AFOGS Section Files—AWS310261
North Carolina Department of EnWonmental Quallty I DlvIdon of Water Resources
512 North Salisbury street 1 W6 Mall Service Center I Relei9k North C;,m+ofina 2W)9-I636
919707.9000

-- Nutrient Management Plan For Animal Waste Utilization
03-23-2011
This plan has been prepared for: This plan has been developed by:
Dexter Edi-i,ards Farm31261 Billy Houston
Dexter Edwards ...
323 Willard Edi>>ards Rd 182 Lester Houston Rde
Beulaville, NC 28518 ) Pink Hill, NC 28572
910-298-3 012 910-298-4629
�3 �✓ a6A
Developer Signature
Type of Plan: Nitrogen Only with Manure Only
Owner/Manager/Producer Agreement
I(we) understand and agree to the specifications and the operation and maintenance procedures
established in this nutrient management plan which includes an animal waste utilization plan for
the farm named above. I have read and understand the Required Specifications concerning animal
waste management that are included with this plan.
Signature(owner) Date
Signature(manager or producer) Date
This plan meets the minimum standards and specifications of the U.S. Department of Agriculture-
Natural Resources Conservation Service or the standard of practices adopted by the Soil and Water
Conservation Commission.
Plan Approved By: I
Technic'q Specialist Signature Date
176392 Database Version 3.1 Date Printed: 03-23-2011 Cover Page 1

Narrative
WUP revised based on wetted acres completed by Howard Hobson.
PAN rates reflect maximum allowable based on current guidelines
176392 Database Version 3.1 Date Printed: 03-23-2011 Narrative Page Page 1 of 1

The table shown below provides a summary of the crops or rotations included in this plan for each field. Realistic Yield estimates
are also provided for each crop in the plan. in addition,the Leaching Index for each field.is shown,where available.
Planned Crops Summary
Total Useable Leaching
Tract Field Acres Acres index(Li) Soil Series Crop Sequence RYE
5341 3A 1.76 1.76 N/A Norfolk Small Grain Overseed 1.0 Tons
Hybrid Bemtudagrass Pasture 6.5 Tons
5341 3B 3.25 3.25 NIA Norfolk Small Grain Overseed 1.0 Tons
Hybrid Bemtudagrass Pasture 6.5 Tons
5341 3C 3.38 3.38 N/A Norfolk Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 65 Tons
5341 3D 5.29 5.29 NIA Norfolk Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 6.5 Tons
5341 4A 1.72 1.72 N/A Norfolk Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 6.5 Tons
5341 4B 3.48 3.48 N/A Norfolk Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 6.5 Tons
5341 4C 3.85 3.85 N/A Norfolk Small Grain Overseed 1.0 Tons
Hybrid Bernmdagrass Pasture 6.5 Tons
6607 lA 4.48 4.48 NIA Autryville Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 5.5 Tons
6607 IB 2.54 2.54 N/A AutMille Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 5.5 Tons
PLAN TOTALS: 29.75 29.75
Ll Potential Leaching Technical Guidance
<2 Low potential to contribute to soluble None
nutrient leaching below the root zone.
>=2 Moderate potential to contribute to soluble Nutrient Management(590)should be planned.
nutrient leaching below the root zone.
<=10
High potential to contribute to soluble Nutrient Management(590)should be planned. Other conservation practices that improve the soils
nutrient leaching below the root zone. available water holding capacity and improve nutrient use efficiency should be considered.
> 10 Examples are Cover Crops(340)to scavenge nutrients,Sod-Based Rotations(328),Long-Tenn
No-Till(778),and edge-of-field practices such as Filter Strips(393)and Riparian Forest Buffers
(391).
176392 Database Version 3.1 Date Printed 3/23/2011
PCS Page Page 1 of 1
NOTE: Symbol*means user entered data.

The Waste Utilization table shown below summarizes the waste utilization plan for this operation. This plan provides an estimate of the number of acres ofcropland needed to use
the nutrients being produced. The plan requires consideration of the realistic yields of the crops to be grown,their nutrient requirements,and proper timing of applications to
maximize nutrient uptake.
This table provides an estimate of the amount of nitrogen required by the crop being grown and an estimate of the nitrogen amount being supplied by manure or other by-products,
commercial fertilizer and residual from previous crops. An estimate of the quantity of solid and liquid waste that will be applied on each field in order to supply the indicated quantity
of nitrogen from each source is also included. A balance of the total manure produced and the total manure applied is included in the table to ensure that the plan adequately provides
for the utilization of the manure generated by the operation.
Waste Utilization Table Year 1
Nitrogen Comm. Res. Manure Liquid Solid Liquid Solid
PA Fert. (Ibs/A) PA ManureA Manure Manure Manure
Nutrient Nutrient NutrientA pplied Applied Applied Applied
Req'd Applied pplied (acre) (acre) (Field) (Field)
(Ibs/A) (Ibs/A) (lbs/A)
Source Total Use, Applic. Applic. 1000
Tract Field ID Soil Series Acres Acres Crop RYE Period N N N Method N gal/A Tons 1000 gals tons
5341 3A S7 Norfolk 1.76 1.76 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 1 0 Irrig. 50 19.97 0.00 35.15 0.00
5341 3A S7 Norfolk 1.76 1.76 Hybrid Bermudagrass Pasture 6.5 Tons *3/1-10/31 *244 0 0 Irrig. 244 97.46 0.00 171.54 0.00
5341 3B S7 Norfolk 3.25 3.25 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 19.97 0.00 64.91 0.00
5341 3B S7 Norfolk 3.25 3.25 Hybrid Bermudagrass Pasture 6.5 Tons *3/1-10/31 *244 0 0 Irrig. 244 97.46 0.00 316.76 0.00
5341 3C S7 Norfolk 3.38 3.38 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig, 50 19.97 0.00 67.511 0.00
5341 3C S7 Norfolk 3.38 3.38 Hybrid Bermudagrass Pasture 6.5 Tons *3/1-10/31 *244 0 0 Irrig. 244 97.46 0,00 329.43 0.00
5341 3D S7 Norfolk 5.29 5.29 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 19.97 0.00 105.65 0.00
5341 3D S7 Norfolk 5.29 5.29 Hybrid Bermudagrass Pasture 6.5 Tons *3/1-10/31 *244 0 0 Irrig. 244 97.46 0.00 515.58 0.00
5341 4A S7 Norfolk 1.72 1.72 Small Grain Overseed 1.0 Tons I0/1-3/31 50 0 0 Irrig. 50 19.97 0.00 34.35 0.00
5341 4A S7 Norfolk 1.72 1.72 Hybrid Bermudagrass Pasture 6.5 Tons *3/1-10/31 *244 0 1 0 Irrig. 244 97.46 0.00 167.64 0.00
5341 4B S7 Norfolk 3.48 3.48 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 19.97 0.00 69.50 0.00
5341 4B S7 Norfolk 3.48 3.48 Hybrid Bermudagrass Pasture 6.5 Tons *3/1-10/31 *244 0 0 Irrig. 244 97.46 0.00 339.17 0.00
5341 4C S7 Norfolk 3.85 3.85 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 19.97 0.00 76.89 0.00
5341 4C S7 Norfolk 3.85 3.85 Hybrid Bermudagrass Pasture 6.5 Tons *3/1-10/31 *244 0 0 Irrig. 244 97.46 0.00 375.24 0.00
6607 lA S7 Autryville 4.48 4.43 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 19.97 0.00 89.48 0.00
[;0]�Autryville 4.48 4.48 Hybrid Bermudagrass Pasture 5.5 Tons *3/1-10/31 *206 0 0 Irrig. 20G 82.29 0.00 368.64 0.00
176392 Database Version 3.1 Date Printed: 3/23/201 1 WUT Page Page 1 of 2

Waste Utiliza_..Ah Table )Year 1
Nitrogen Comm. Res. Manure Liquid Solid Liquid Solid
PA Fert. (lbs/A) PA ManureA Manure Manure Manure
Nutrient Nutrient NutrientA pplied Applied Applied Applied
Req'd Applied pplied (acre) (acre) (Field) (Field)
(lbs/A) (lbs/A) (lbs/A)
Source Total Use. Applic. Applic. 1000
Tract Field ID Soil Series Acres Acres Crop RYE Period N N N Method N gal/A Tons 1000 gals tons
6607 1 B S7 Autryville 2.54 2.54 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 19.97 0.00 50.73 0.00
6607 1 B S7 Autryville 2.54 2.54 Hybrid Bermuda-rass Pasture 5.5 Tons *3/1-10/31 *206 0 0 Irrig, 206 82.29 0.00 209.00 0.00
Total Applied,1000 gallons 3,387.161
Total Produced,1000 gallons 2,651.22
Balance,1000 gallons -73 `m
Total Applied,tons 0.00
Total Produced,tons 0.00
Balance,tons 0.00
Notes: I In the tract column,—symbol means leased,otherwise,owned. 2. Symbol*means user entered data.
176392 Database Version 3.1 Date Printed:3/23/201 t WUT Page Page 2 of 2

The Irrigation Application Factors for each field in this plan are shown in the following table. Infiltration rate varies with soils. If
^ applying waste nutrients through an irrigation system;you must apply at a rate that will not result in runoff. This table provides the
maximum application rate per hour that may be applied to each field selected to receive wastewater. It also lists the maximum
application amount that each field may receive in any one application event.
Irrigation Application Factors
Application Rate Application Amount
Tract Field Soil Series (inches/hour) (inches)
5341 3A Norfolk 0.50 1.0
5341 3B Norfolk 0.50 1.0
5341 3C Norfolk 0.50 1.0
5341 31) Norfolk 0.50 1.0
5341 4A Norfolk 0.50 1.0
5341 4B Norfolk 0.50 1.0
5341 j 4C Norfolk 0.50 1.0
6607 1 ]A Autryville 0.60 1.0
6607 1B Autryville 0.60 1.0
176392 Database Version 3.1 Date Printed 3/23/2011 IAF Page Page 1 of 1
NOTE' Svmhnl*means user entered data

The following Lagoon Sludge Nitrogen Utilization table provides an estimate of the number of acres needed for sludge
utilization for the indicated accumulation period. These estimates are based on average nitrogen concentrations for each source,
the number of animals in the facility and the plant available nitrogen application rates shown in the second column.
Lagoon sludge contains nutrients and organic matter remaining after treatment and application of the effluent. At clean out,this
material must be utilized for crop production and applied at agronomic rates. In most cases,the priority nutrient is nitrogen but
other nutrients including phosphorous,copper and zinc can also be limiting. Since nutrient levels are generally very high,
application of sludge must be carefully applied.
Sites must first be evaluated for their suitability for sludge application. Ideally,effluent spray fields should not be used for
sludge application. If this is not possible,care should be taken not to load effluent application fields with high amounts of
copper and zinc so that additional effluent cannot be applied. On sites vulnerable to surface water moving to streams and lakes,
phosphorous is a concern. Soils containing very high phosphorous levels may also be a concern.
Lagoon Sludge Nitrogen Utilization Table
Maximum Maximum Sludge
Crop PA-N Rate Application Rate Minimum Acres Minimum Acres Minimum Acres
Ib/ac 1000 gal/ac 5 Years Accumulation 10 Years Accumulation 15 Years Accumulation
Swine Feeder-Finish Lagoon Sludge-Standard
Corn 120 bu 150 13.16 35.85 71.71 107.56
Hay 6 ton R.Y.E. 300 26.32 17.93 35.85 53.78
Soybean 40 bu 160 14.04 33.61 67.23 100.84
-----------------------------------------------------------------------------
176392 Database Version 3.1 Date Printed: 03-23-2011 Sludge Page Page 1 of

-� The Available Waste Storage Capacity table provides an estimate of the number of days of storage capacity available
at the end of each month of the plan. Available storage capacity is calculated as the design storage capacity in days
minus the number of days of net storage volume accumulated. The start date is a value entered by the user and is
defined as the date prior to applying nutrients to the first crop in the plan at which storage volume in the lagoon or
holding pond is equal to zero.
Available storage capacity should be greater than or equal to zero and less than or equal to the design storage
capacity of the facility. If the available storage capacity is greater than the design storage capacity,this indicates that
the plan calls for the application of nutrients that have not yet accumulated. If available storage capacity is negative,
the estimated volume of accumulated waste exceeds the design storage volume of the structure. Either of these
situations indicates that the planned application interval in the waste utilization plan is inconsistent with the
structure's temporary storage capacity.
Available Waste Storage Ca acitx
Source Name I Swine Feeder-Finish Lagoon Liquid Design Storage Capacity(Days)
Start Date 9/1 180
Plan Year Month Available Storage Capacity(Days)
1 1 84
1 2 69
1 3 97
I 4 113
1 5 128
1 6 152
1 7 175
'—' 1 8 180
1 9 180
1 10 180
1 11 163
1 12 147
*Available Storage Capacity is calculated as of the end of each month.
----------------------------------------------------------------------------------
176392 Database Version 3.1 Date Printed: 03-23-2011 Capacity Page Page 1 of 1

Page 8
EXHIBIT A-6
NRCS, NC
,TUNE, 1996
WASTE UTILIZATION PLAN
REQUIRED SPECIFICATIONS
1. Animal waste shall not reach surface waters of the state by
runoff, drift, manmade conveyances, direct application, or direct
discharge during operation of land application. - Any discharge
of waste which reaches surface water is prohibited.
2. There must be documentation in the design folder that the producer
either owns or has a notarized agreement for use of adequate land
on which to properly apply the waste. If the producer does not own
adequate land to properly- dispose of waste, he/she shall provide a
copy of a notarized agreement with a landowner who is within a
reasonable proximity, allowing him/her the use of the land for
waste apply-cation. 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. Actual yields may be used in
lieu of realistic yield tables at the discretation of the planner.
4. Animal waste shall be applied on land eroding less than 5 tons per
acre per year. Waste may be applied to land that is eroding at more
than 5 tons but less than 10 tons per acre per year providing grass
filter strips are installed where runoff leaves the field.
(See FOTG Standard 393-Filter Strips)
5. Odors can be reduced by injecting the waste of 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. tlooding,
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" for guidance. )
7 . Liquid waste shall be applied at rates not to exceed the soil
infiltration rate such that runoff does not occur offsite or to
surface waters and in a method which does not cause drift from
the site during application. No ponding should occur in order
to control odor and flies.
8. Animal waste shall not be applied to saturated soils, during
rainfall events, or when the surface is frozen.
9. Animal waste should applied to saturated soils, during rainfall
events, or when the surface is frozen.
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 or forages breaking dormancy.
C00101150667

Pie 9
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 any perennial stream or river other
than an irrigation ditch or canal. Animal waste other than
swine waste from facilities sited on or after 10/1/95, shall
not be applied closer than 25 feet to surface water. This
distance may be reduced for waters that are not perennial pro-
vided adequate vegetative filter strips are present (See
Standard 393 - Filter Strips) .
12 . Animal waste shall not be applied closer than 100 feet from wells.
13 . Animal waste shall not be, applied closer than 200 feet of
dwellings other than those owned by landowner.
14. Waste shall be applied in a manner not to reach other property 3
and public right-of-ways.
15. Animals waste shall not be discharged into surface waters,
drainageways or wetlands by a discharge or by over spraying.
Animal waste may be applied to prior converted cropland provided
it has been approved as a land applications site by a "technical
specialist". Animal waste applied on grassed waterways shall
be at agronomic rates and in a manner that causes no runoff or
drift from the site.
16. Domestic and industrial waste from washdown facilities, showers,
toilets, sinks, etc. , shall not be discharged into the animal
waste management system.
. 17 . A protective cover of appropriate vegetation will be- est blisfied
on all disturbed areas (lagoon embankments, berms, -pipe- runs,
etc. ) . Areas shll 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 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 preplant with no further applications
of animal waste during the crop season.
21. Highly visible permanent markers shall be installed to mark the
top and bottom elevations of the temporary storage (pumping
volume) of all waste treatment lagoons. Pumping shall be
managed to maintain the liquid level between the markers. A
marker will be required to mark the maximum storage volume
for waste storage ponds.
22 . Soil tests shall be made every two years and a liquid waste
analysis be taken at least twice each year consistent with
waste utilization plan. Poultry litter shall be tested prior
to application. Soil and waste analysis records shall be kept
for five years.
23 . Dead animals will be disposed of in a manner that meets North
Carolina regulations.
C00101150668

la' ri Ila
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P ete
14b
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DEXTER EDWARDS FARM
DUPLIN COUNTY
3a
FIELD ACRES
� 1
1 3b la 4. 48
lb 2. 54
3a r. 76
3c 3b 3. 25
3c 3 . 38
3d 3d 5. 29
4a 1.72
4b 3 . 48
4c 3 . 85
C00101150654
0 380 760 PREPARED BY:Carrcll's Foods, inc.
DATE:08/30/99 TI M E:09:39:22 AM PAG E:l

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