070038_Application_20240328

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Animal Waste Management Systems
Request for Certification of Coverage
Facility Currently covered by an Expiring Sate Non-Discharge General Permit
On September 30, 2024,the North Carolina State Non-Discharge General Permits for Animal Waste Management Systems will
expire. As required by these permits, facilities that have been issued Certificates of Coverage to operate under these State
Non-Discharge General Permits must apply for renewal at least 180 days prior to their expiration date. Therefore,all applications
must be received by the Division of Water Resources by no later than April 3,2024.
Please do not leave any question unanswered Please verify all information and make any necessary corrections below.
Application must be signed and dated by the Permittee.
1. Certificate Of Coverage Number: AWS070038
2. Facility Name: Punco Farm
3. Permittee's Name(same as on the Waste Management Plan): J L M Pungo Farms LLC
4. Permittee's Mailing Address: PO Box 10009
City: Goldsboro State: NC Zip: 27532-0009
Telephone Number: 919-778-3130 Ext. E-mail:
5. Facility's Physical Address: 4271 NC 99 N
City: Panteeo State: NC Zip: 27860
6. County where Facility is located: Beaufort
7. Farm Manager's Name(if different from Landowner): Dei� e
8. Farm Manager's telephone number(include area code): 27;;3 �
9. Integrator's Name(if there is not an Integrator,write "None"): Country View Family Farms LLC
10. Operator Name(OIC): Phillip Lawrence Dunbar Phone No.: 252-945-9232 OIC#: 1009494
11. Lessee's Name(if there is not a Lessee,write"None"):
12. Indicate animal operation type and number:
Current Permit: Operations Type Allowable Count
Swine-Farrow to Wean 2,495
Operation Types:
Swine Cattle Dry Poultry Other Types
Wean to Finish Dairy Calf Non Laying Chickens Horses-Horses
Wean to Feeder Dairy Heifer Laying Chickens Horses-Other
Farrow to Finish Milk Cow Pullets Sheep-Sheep
Feeder to Finish Dry Cow Turkeys Sheep-Other
Farrow to Wean Beef Stocker Calf Turkey Pullet
Farrow to Feeder Beef Feeder
Boar/Stud Beef Broad Cow Wet Poultry
Gilts Other Non Laying Pullet
Other Layers

13. Waste Treatment Lagoons,Digesters and Waste Storage Ponds(WSP):(Fill/Verify the following information.
Make all necessary corrections and provide missing data.)
Structure Type Estimated Liner Type Estimated Design Freeboard
Structure (Lagoon/Digester/ Date (Clay,Synthetic, Capacity Surface Area "Redline"
Name WSP) Built Unknown) (Cubic Feet) (Square Feet) (Inches)
1 Lagoon 6/l/1994 Full,clay 336,789.00 52,832.00 19.00
2 Lagoon 6/l/1994 Full,clay 395,685.00 63,648.00 19.00
3 Lagoon 6/l/1994 Full,clay 495,023.00 80,940.00 19.00
4 Lagoon 6/l/1994 Full,clay 564,706.00 82,992.00 19.00
FINAL Lagoon 395,685.00
HOLDING POND Lagoon 336,789.00
PRIM Lagoon 495,023.00
Submit one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed
application as required by NC General Statutes 143-215.10C(d), either by mailing to the address below or sending it via
email to the email address below.
The CAWMP must include the following components:
1. The most recent Waste Utilization Plan(WUP),signed by the owner and a certified technical specialist,containing:
a. The method by which waste is applied to the disposal fields(e.g.irrigation,injection,etc.)
b. A map of every field used for land application(for example: irrigation map)
c. The soil series present on every land application field
d. The crops grown on every land application field
e. The Realistic Yield Expectation(RYE)for every crop shown in the WUP
f. The maximum PAN to be applied to every land application field
g. The waste application windows for every crop utilized in the WUP
Jr. The required NRCS Standard specifications
2.A site map/schematic
3.Emergency Action Plan
4.Insect Control Checklist with chosen best management practices noted
5. Odor Control Checklist with chosen best management practices noted
6.Mortality Control Checklist with selected method noted-Use the enclosed updated Mortality Control Checklist
7.Lagoon/storage pond capacity documentation(design,calculations,etc.) Please be sure the above table is
accurate and complete. Also provide any site evaluations,wetland determinations,or hazard classifications that may be
applicable to your facility.
8. Operation and Maintenance Plan
If your CAWMP includes any components not shown on this list,please include the additional components with your submittal.
(e.g.composting,digesters,solids separators,sludge drying system,waste transfers,etc.)
I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that,
if all required parts of this application are not completed and that if all required supporting information and attachments are not
included,this application package will be returned to me as incomplete.

Note: In accordance with NC General Statutes 143-215.6A and 143-215.613, any person who knowingly makes any false
statement, representation, or certification in any application may be subject to civil penalties up to $25,000 per violation. (18
U.S.C.Section 1001 provides a punishment by a fine of not more than$10,000 or imprisonment of not more than 5 years,or both
for a similar offense.)
Print the Name of the Permittee/Landowner/Signing Official and Sign below.(If multiple Landowners exist,all landowners
should sign. If Landowner is a corporation,signature should be by a principal executive officer of the corporation):
Name(Print): (�_i -I-
Title: /jrA Li
Signature: Date:
Name(Print): Title:
Signature: Date:
Name(Print): Title:
Signature: Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
E-mail: [e-mail]
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh,North Carolina 27699-1636

WASTE UTILIZATION' PLAN
Goldsboro Hog Farms, Inc.
Wednesday, September 14, 2016 Updated 911412016
Producer: JLM Pungo Farms LLC
Farm Name : Pungo Farm
P.O.Box 10009
Goldsboro,NC 27532
Telephone#: [phone]
Type of Operation : Farrow to Weanling Swine
Number of Animals : 2495 sows design capacity
Application Method: Irrigation
The waste from your animal facility must be land applied at a specified rate to prevent
pollution of surface and/or groundwater. The plant nutrients in the animal waste should be
used to reduce the amount of commercial fertilizer required for the crops in the fields where
waste is to be applied. This waste utilization plan uses nitrogen as the limiting nutrient.
Waste should be analyzed before each application cycle. Annual soil tests are strongly
encouraged so that all plant nutrients can be balanced for realistic yields of the crop to be
grown.
Several factors are important in implementing your waste utilization plan in order to maximize
the fertilizer value of the waste and to ensure that it is applied in an environmentally safe
manner. Always apply waste based on the needs of the crop to be grown and the nutrient
contents of the waste. Do not apply more nitrogen than the crop can utilize. Soil types are
important as they have different infiltration rates, leaching potentials, cation exchange
capacities, and avaialable water holding capacities. Normally waste shall not be applied to
land eroding at greater than 5 tons per acre per year. With special pre-cautions, waste may
be applied to land eroding at up to 10 tons per acre per year. Do not apply waste on
saturated soils, when it is raining, or when the surface is frozen. Either of these conditions
may result in runoff to surface waters which is not allowed under DEM regulations. Wind
conditions should also be considered to avoid drift and downwind odor problems. To
maximize the value of the nutrients for crop production and to reduce the potential for
pollution, the waste should be applied to a growing crop or applied to bare ground not more
than 30 days prior to planting. Injecting the waste or disking will conserve nutrients and
reduce odor problems. This plan is based on waste application through irrigation for this is
the manner in which you have chosen to apply your waste. If you choose to inject the waste
in the future, you need to revise this plan. Nutrient levels for injecting waste and irrigating
waste are not the same.
The estimated acres needed to apply the animal waste is based on typical nutrient content for
this type of facility. Acreage requirements should be based on the waste analysis report from
your waste management facility. Attached you will find information on proper sampling
techniques, preparation, and transfer of waste samples to the lab for ananlysis. This waste
utilization plan, if carried out, meets the requirements for compliance with 15A NCAC
2H.0217 adopted by the Environmental Management Commission.
Pagel

AMOUNT OF WASTE PRODUCED PER YEAR (gallons, ft3, tons, etc.)
2495 sows X 6.1 tons wastelsows/year= 15219.6 tons
AMOUNT OF PLANT AVAILABLE NITROGEN (PAN) PRODUCED PER YEAR
2495 sows X 5.4 Ibs PAN/sows/year= 13473 PAN/year
Applying the above amount of waste is a big job. You should plan time and have appropriate
equipment to apply the waste in a timely manner.
The following acreage will be needed for waste application based on the crop to be grown,
soil type and suface application.
TABLE 1 : ACRES OWNED BY PRODUCER
There are no Acres owned
Indicates that this field is being overseeded (i.e. interplanted) or winter annuals follow
summer annuals.
* Indicates a Crop Rotation
NOTE: The applicator is cautioned that P and K may be over applied while meeting the N
requirments. Beginning in 1996 the Coastal Zone Management Act will require farmers in
some eastern counties of NC to have a nutrient management plan that addresses all
nutrients. This plan only addresses Nitrogen.
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TABLE 2 :ACRES WITH AGREEMENT OR LONG TERM LEASE
(Agreement with adjacent landowners must be attached.)
(Required only if operator does not own adequate land. See required specifications 2.)
TRACT FIELD SOIL TYPE&CLASS- CROP YIELD LBS AW COMM ACRES LBS AW APPLIC.
DETERMINING PHASE CODE NIACRE N/ACRE USED TIME
3796 P1 TOMOTLEY DRAINED CP
56 140.4� 0 46.55 6536 1 FEB 15-JUN 30
3796 * P1 TOMOTLEY DRAINED °° 60 115.8 0 46.55 5390 SEP 1-APR 30
3796 * P1 TOMOTLEY DRAINED SB 38 147.06 0 46.55 6846 APR 1-SEP 15
3796 * P1 TOMOTLEY DRAINED CO 800 . 58.4 0 46.55 2719 MAR 15-AUG 1
3796 * P2 PORTSMOUTH DRAINED C 162 150.66 0 46.55 7013 FEB 15-JUN 30
3796 * P2 PORTSMOUTH DRAINED W 60 120.6 OF 46.55 5614 SEP 1-APR 30
3796 P2 PORTSMOUTH DRAINED SB 38 147.82 0 46.55 6881 APR 1 -SEP 15
3796 P2 IPORTSMOUTH DRAINED CO 8251 66.825 01 46.551 3111 MAR 15-AUG 1
TOTALS: 14703.1
Indicates that this field is being overseeded (i.e. interplanted) or winter annuals follow
summer annuals.
* Indicates a Crop Rotation
* Acreage figures may exceed total acreage in field due to overseeding.
**Lbs AW N (animal waste nitrogen) equals total required nitrogen less any commercial
nitrogen (COMM N) supplied.
The following legend explains the crop codes used in TABLES 1 and 2 above:
CROP CODE CROP UNITS LBS N/UNIT
C CORN I BUSHELS 1.25
CO COTTON
SB SOYBEANS _ BUSHELS 4
W WHEAT f BUSHELS 2.4
W I WHEAT
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TOTALS FROM TABLES 1 AND 2
ACRES LBS AW
N USED
TABLE 2 _ 93_11 14,703
TOTALS: _ 93.11 14,703
AMOUNT OF N PRODUCED: 13,473
'BALANCE -1,230
*** This number must be less than or equal to 0 in order to fully utilize the animal waste N
produced.
Acres show in each of the preceeding tables are considered to be the usable acres excluding
required buffers, filter strips along ditches, odd areas unable to be irrigated, and perimeter
areas not receiving full application rates due to equipment limitations. Actual total acres in the
fields listed may, and most likely will be, more than the acres shown in the tables.
NOTE: The Waste Utilization Plan must contain provisions for periodic land application of
sludge at agronomic rates. The sludge will be nurturient rich and will require precautionary
measures to prevent over application of nutrients or other elements. Your production facility
will produce approximately 2195.6 pounds of plant available nitrogen (PAN) per year in the
sludge that will need to be removed on a periodic basis. This figure is PAN when
broadcasting the sludge. Please be aware that additional acres of land, as well special
equipment, may be needed when you remove this sludge.
See the attached map showing the fields to be used for the utilization of waste water.
APPLICATION OF WASTE BY IRRIGATION
The irrigation application rate should not exceed the intake rate of the soil at the time of
irrigation such that runoff or ponding occurs. This rate is limited by initial soil moisture
content, soil structure, soil texture, water droplet size, and organic solids. The application
amount should not exceed the available water holding capacity of the soil at the time of
irrigation nor should the plant available nitrogen applied exceed the nitrogen needs of the
crop.
Your facility is designed for 180 days of temporary storage and the temporary storage must
be removed on the average of once every 5.92 months. In no instance should the volume of
waste being stored in your structure be within 1 feet of the top of the dike.
If surface irrigation is the method of land application for this plan, it is the responsiblity of the
producer and irrigation designer to ensure that an irrigation system is installed to properly
irrigate the acres shown in Tables 1 and 2. Failure to apply the recommended rates and
amounts of Nitrogen shown in the tables may make this plan invalid.
The following table is provided as a guide for establishing application rates and amounts.
APPLICATION APPLICATION
TRACT _ FIELD SOIL TYPE CROP RATE(in/hr) AMT(inches)
(3796 *Pl _ TOMOTLEY DRAINED 4 W *1
13796— *P1 TOMOTLEY DRAINED SB 0.40 '1
3796 *P1 TOMOTLEY DRAINED CO 0.40 *1 j
3796 *PI --4TOMOTLEY DRAINED C 0.40 *1
3796 *P2 _ PORTSMOUTH DRAINED W 0.45 *1
3796 *P2 PORTSMOUTH DRAINED SB 0.45 *1
3796 *P2 PORTSMOUTH DRAINED co 0.45 1
�i796 _ *P2 PORTSMOUTH DRAINED C ' 0.45 *1
* This is the maximum application amount allowed for the soil assuming the amount of
nitrogen allowed for the crop is not over applied. In many situations, the application
amount shown cannot be applied because the nitrogen limitation. The maximum
application amount shown can be applied under optimum soil conditions.
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NARRATIVE OF OPERATION
Acres based on wetted acres under pivot. During animal waste application, neither the end
gun not the overhang boom shall be used.
Page 5

PLANS & SPECIFICATIONS
1. Animal waste shall not reach surface waters of the state by runoff, drift, manmade
conveyances, direct application, or direct discharge during operation or land application. Any
discharge of waste which reaches surface water is prohibited. Illegal discharges are subject
to assessment of civil penalties of$10,000 per day by the Division of Water Quality for every
day the discharge continues.
2. The Field Office must have documentation in the design folder that the producer either
owns or has long term access to adequate land to properly dispose of waste. If the producer
does not own adequate land to properly dispose of waste, he shall provide NRCS with a copy
of a written agreement with a landowner who is within a reasonable proximity, allowing
him/her the use of the land for waste application for the life expectancy of the production
facility. It is the responsibility of the owner of the facility to secure an update of the Waste
Utilization Plan when there is a change in the operation, increase in the number of animals,
method of utilization, or available land.
3. Animal waste shall be applied to meet, but not exceed, the Nitrogen needs for realistic crop
yields based on soil type, available moisture, historical data, climate conditions, and level of
management, unless there are regulations that restrict the rate of application for other
nutrients.
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4. Animal waste may be applied to land that has a Resource Management System (RMS) or
an Alternative Conservation System (ACS). If an ACS is used the soil loss shall be no greater
than 10 tons per acre per year and appropriate filter strips will be used where runoff leaves
the field. These filter strips will be in addition to "Buffers" required by DEM. (See FOTG
Stantard 393 - Filter Strips and Standard 390 Interim Riparian Forest Buffers),
5. Odors can be reduced by injecting the waste or disking after waste application. Waste
should not be applied when there is danger of drift from the irrigation field.
6. When animal waste is to be applied on acres subject to flooding, it will be soil incorporated
on conventionally tilled cropland. When applied to conservation tilled crops or grassland, the
waste may be broadcast provided the application does not occur during a season prone to
flooding. (See "Weather and Climate in North Carolina" in the NRCS Technical Reference
Environment file for guidance.)
*7. Liquid waste shall be applied at rates not to exceed the soil infiltration rate such that
runoff does not occur offsite or to surface waters and in a method which does not cause drift
from the site during application. No ponding should occur in order to control conditions
conducive to odor or flies and to provide uniformity of application.
8. Animal waste shall not be applied to saturated soils, during rainfall events, or when the
surface is frozen.
9. Animal waste shall be applied on actively growing crops in such a manner that the crop is
not covered with waste to a depth that would inhibit growth.
10. Waste nutrients shall not be applied in fall or winter for spring planted crops on soils with
a high potential for leaching. Waste nutrient loading rates on these soils should be held to a
minimum and a suitable winter cover crop planted to take up released nutrients. Waste shall
not be applied more than 30 days prior to planting of a crop on bare soil.
11. Any new swine facility sited on or after October 1, 1995 shall comply with the following:
the outer perimeter of the land area onto which waste is applied from a lagoon that is a
component of a swine farm shall be at least 50 feet from any residential property boundary
Page 6

and from any perennial stream or river(other that an irrigation ditch or canal. Animal waste
other than swine waste from facilities sited on or after October 1, 1995), shall not be applied
closer than 25 feet to perennial wafters. (See Standard 393 - Filter Strips)
12. Animal waste shall not be applied closer than 100 feet to wells.
13. Animal Waste shall not be applied closer than 200 feet of dwellings other than those
owned by the landownwer.
14. Waste shall be applied in a manner not to reach other property and public right - of ways.
15. Animal waste shall not be discharged into surface waters, drainageways, or wetlands by
discharge or by over-spraying. Animal waste may be applied to prior converted croplands
provided they have been approved as a land application site by a "technical specialist".
Animal waste should not be applied on grassed waterways that discharge directly into water
courses, except when applied at agronomic rates and the application causes no runoff or drift
from the site.
*16. Domestic and industrial waste from washdown facilities, showers, toilets, sinks, etc.,
shall not be discharged into the animal waste management system.
*17. A protective cover of appropriate vegetation will be established on all disturbed areas
(lagoon embankments, berms, pipe runs, etc.). If needed, special vegetation shall be
provided for these areas and shall be fenced, as necessary, to protect the vegetation.
Vegetation such as trees, shrubs, and other woody species, etc. are limited to areas where
considered appropriate. Lagoon areas should be kept mowed and accessible. Lagoon berms
and structures should be inspected regularly for evidence of erosion, leakage or discharge.
*18. If animal production at the facility is to be suspended or terminated, the owner is
responsible for obtaining and implementing a "closure plan"which will eliminate the possibility
of an illegal discharge, pollution and erosion.
*19. Waste handling structures, piping, pumps, reels, etc., should be inspected on a regular
basis to prevent breakdowns, leaks, and spills. A regular maintenance checklist should be
kept on site.
20. Animal waste can be used in a rotation that includes vegetables and other crops for direct
human consumption. However, if animal waste is used on crops for direct human
consumption, it should only be applied as a preemergence with no other applications of
animal waste during the crop season.
*21. Highly visible markers shall be installed to mark the top and bottom elevations of the
temporary storage (pumping volume) of all waste treatment lagoons. Pumping shall be
managed to maintain the liquid level between the markers. A marker will be required to mark
the maximum storage volume fpr waste storage ponds.
22. Waste shall be tested within 60 days of utilization and soil shall be tested at least annually
at crop sites where waste products are applied. Nitrogen shall be the rate-determining
element. Zinc and copper levels in the soils shall be monitored and alternative crop sites
shall be used when these metals approach excessive levels. pH shall be adjusted for
optimum crop production amd maintained. Soil and waste analysis records shall be kept for
five (5) years. Poultry dry waste application records shall be maintained for three (3) years.
Waste application records for all other waste shall be maintained for five (5) years.
23. Dead animals will be disposed of in a manner that meets North Carolina Department of
Page 7

Agriculture regulations.
Liquid Systems
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NAME OF FARM: Pungo Farm
OWNER/ MANAGER AGREEMENT
I (we) understand and will follow and implement the specifications and the operation and
maintenance precedures estalished in the approved animal waste utilization plan for the farm
named above. I (we) know that any expansion to the existing design capacity of the waste
treatment and/or storage system or construction of new facilities will require a new utilization
plan and a new certification to be submitted to DEM before the new animals are stocked.
I (we) understand that I must own or have acces to equipment, primarily irrigation equipment,
to land apply the animal waste described in this waste utilization plan. This equipment must
be available at the appropriate pumping time such that no discharge occurs from the lagoon
in a 25-year 1-day storm event. I also certify that the waste will be applied on the land
according to this plan at the appropriate times and at rates that no runoff occurs.
NAME OF FACILITY OW ER: JLM Pungo Farms LLC
SIGNATURE: ` /, s PC) A DATE: 9/11/IL
IV
NAME OF MANAGER(if different from owner):
please print
SIGNATURE: DATE:
NAME OF TECHNICAL SPECIALIST: George H. Pettus
AFFILIATION: Mountain 2 Sea Environmental LLC
ADDRESS (AGENCY): 12 Hampton Lane
Weaverville, NC 28787
[phone]
SIGNATURE: DATE: 114 -2006
r:,PR ®�2019
A
Page 9

Soil Map—Beaufort County,North Carolina 3
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N 0 1SD 300 60D 90D
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Map projection:Web Mercator Comer coordinates:WGS64 Edge tics:LTM Zone 18N WGS84
USDA Natural Resources Web Soil Survey 9/14/2016
'� Conservztion Service National Cooperative Soil Survey Page 1 of 3

Soil Map—Beaufort County,North Carolina
MAP LEGEND MAP INFORMATION
Area of Interest(AOI) F
q Spoil area The soil surveys that comprise your AO were mapped at 1:24.000.
a Area of Interest(AOI) d Stony Spot "
Soils Warning:Soil Map may not be valid at this scale.
0 Soil Map Unit Polygons Very Stony Spot
Enlargement of maps beyond the scale of mapping can cause
Wet Spot misunderstanding of the detail of mapping and accuracy of soil line
ras Soil Map Unit Lines PP 9 y
Other placement The maps do not show the small areas of contrasting
E3 soil Map Unit Points t soils that could have been shown at a more detailed scale.
.�special Point Features Special Line Features
Please rely on the bar scale on each ma sheet for ma
e Blowout Water Features P P
measurements.
Borrow Pit r.- Streams and Canals
Transportation
Source of Map: Natural Resources Conservation Service
Clay spot Web Soil Survey URL: http:!lwebsoilsurvey.nres.usda.gov
Q Closed Depression I.." Rails Coordinate System: Web Mercator(EPSG:3857)
sxs Interstate Highways Maps from the Web Soil Survey are based on the Web Mercator
Gravel Pit ,1,F us Routes projection,which preserves direction and shape but distorts
Gravelly spot distance and area.A projection that preserves area,such as the
Major Roads Albers equal-area conic projection,should be used if more accurate
Landfill Local Roads calculations of distance or area are required.
Lava Flow Background This product is generated from the USDA-NRCS certified data as of
t Marsh or swam the version date(s)listed below.
�S P `j Aerial Photography
Mine or Quarry Soil Survey Area: Beaufort County,North Carolina
Miscellaneous Water Survey Area Data: Version 17,Sep 29,2015
Soil map units are labeled(as space allows)for map scales 1:50,000
® Perennial Water or larger.
y Rock outcrop Date(s)aerial images were photographed: May 9,2010—Apr 17,
+ Saline Spot 2011
Sandy Spot The orthophoto or other base map on which the soil lines were
•. compiled and digitized probably differs from the background
Severely Eroded spot imagery displayed on these maps.As a result,some minor shifting
Sinkhole of map unit boundaries may be evident.
Slide or Slip
Sodic Spot
I
USDA Natural Resources Web Soil Survey 9l14l2016
Conservation Service National Cooperative Soil Survey Page 2 of 3

Soil Map—Beaufort County,North Carolina
Map Unit Legend
Beaufort County,.North Carolina(NC013)
Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI
Ap Arapahoe fine sandy loam 48.2 16.0%
At Augusta fine sandy loam 9.2 3.0%
Cf Cape Fear fine sandy loam 16.9 5.6%
Ds Dragston fine sandy loam 43.4 14.4%
Pt Portsmouth loam 61.5 20.5%
Ro Roanoke fine sandy loam 25.9 8.6%
To Tomotley fine sandy loam 95.8 31.8%
Totals for Area of Interest 300.8 100.0%
_SDA Natural Resources Web Soil Survey 9/14/2016
�r Conservation Service National Cooperative Soil Survey Page 3 of 3

of .Mcb..•
Steve TroXler North Carolina Department of Agriculture Patricia K. Harris
Commissioner ancl
' Consu er Services Director
Division of 9`oil and Water Conservation
Dante: June 12, 2015
Subject. Combining Facilities 7-61 and 7-38
Beaufort County
To: Jiro Lynch
Goldsboro 1/ fling
P O Box 10009
Goldsboro,NC 27532
I have conducted a review of the original desigris, of facilities 7-61 and 7-3 8. The two facilities
were originally constructed individually by separate owners, however the two facilities are only separated
by a single agricultural field approximately four thousand feet in length. The agricultural field separating_
the two facilities is actually part of the original animal waste management plan for facility 7-61,thus
maldng the two facilities easy to combine together under a single owner.
Both facilities were originally constructed with small lagoons that did not meet the criteria to be
certified under the Division of Water Quality certification rules in place in 1997. Thus,each facility
constructed two large aboveground lagoons to meet the 1997 certification requirements. However, both
facilities kept the older small•lagoons as part of the animal waste system.
Now that the facilities are under a single oozier,the two farms will be updated and combined into
one facility capable of transferring waste between each other. Additionally, all of the small lagoons have
been closed to eliminate the need to maintain them. The primary purpose of the review of the designs is
to ensure that the two facilities can operate at the original certified capacity using just the above ground
lagoons.
MAILING ADDRESS LOCATION
Division of Soil and Water Conservation Telephone:[phone] 943 Washington Square Mall
943 Washington Square Mall Fax Number: 252-975-3716
Washington,NC 27889 Washington,NC
An Equal Opportunity Employer

An analysis of the lagoon volumes was completed. The lagoons are designed such that a one
lagoon acts as the treatment lagoon and one lagoon act as the temporary lagoon for each respective
facility. Combining the facilities under one permit would contiriae to allow the facilities to function in
this manmr. By combining the facilities under one permit,the waste would be able to be managed in a
more efficient manner by allowing both facilities access to all spray fields that were previously not
accessible to each other. I recommend that these facilities be combined into one permit.
Thank you for allowing me to assist in this matter. If you have further questions please let me
mow. I may 17e contactedf Lt 252-948-39(i0. — — i- -
Sincerely,
'William Carl Dunn,PE
DSWC Environment Engineer

James Allen Temporary(No treatment in this lagoon)
Top Dike Measurements Mininum Treatment Mininum Temporary Waste
Length 254 ft Length 206.6 ft Length 242.732 ft
Width 208 ft Width 160.6 ft Width 196.732 ft
Area 52832 sq ft Area 33179.96 sq ft Area 47753.15182 sq ft
Depth :. 7:$.:ft Depth .D.ft Depth
Side Slope 3 :1 Side Slope 3 :1 Side Slope 3 :1
1----Bottom-Measurements - -_---- ---Bottom-Measurements—_ Boftorn-Meas_(fop of permanent)—
Length 206.6 ft. Length 206.6 ft Length 208.6 ft
Width 160.6 ft Width 160.6 ft Width 160.6 ft
:Area 33179.96 sq ft Area 33179.96 so,ft Area 33179.9.6 sq ft
I
Volume .336 89:008 CU ft Volume ; 4 cu ft Volume .242379:29•4`cu ft
l
3
Min 25 yr 24 hr storm Structural Freeboard
Length 248 ft Length 254 ft
Width 202 ft Width 208 ft
Area 50096 sq ft Area 52832 sq ft
Depth = .:Q 878.ft Depth 1::ft
Side Slope 31 Side Slope 3 :1
r Bottom Meas. (top of temp waste) Bottom Meas. (top of 25yr 24 hr storm)
G Length 242.732 ft Length 248 ft
Width 196.732 ft Width 202 ft
Area 47753.1518 sq ft Area 50096 sq ft
[ Volume 420- 7466`cu ft Volume - .5145&cu ft
r Volume Checked by
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James Allen Temporary(No treatment in this lagoon)
Top Dike Measurements
Length 254 ft
Width 208 ft
Area 52832 sq ft
Depth 7.9 ft
Side Slope 3 :1
Bottom Measurements
Length 205.6 ft
Width' 160.6 ft
Area 33179.96 sq ft
Volume 336789.008 cu ft
Treatment Volume Calculations
Required for Treatment Mininum Treatment
0.67 cu ft per lb SSLW Length 206.6 ft
No. of animals 1050 head Width 160.6 ft
weight per head 433 lbs Area 33179.96 sq ft
Total SSLW 454650 Ehs Depth 0 ft
Req.Treat Vol 3046"15.- cu ft Side Slope 3 :1
Treatment Avail 0 Cu ft Bottom Measurements
Length 206.6 ft
Difference -304615.5 cu ft Width 160.6 ft
must be>=0 Area 33179.96 sq ft
Volume 0 Cu ft
All treatment is located in the adjacent treatment lagoon_
Temporary Waste Storage Calculations
Temporary Waste Mininum Temporary Waste
Days 171 days Length 242.732 ft
gal/hdfday 7.2 gal Width 196.732 ft
Required Vol 129276G:gal Area 47753.15 sq ft
172828.877 cu ft Depth 6.022 ft
Side Slope 3 :1
Rainfall-Evaporation
171 day rain 10.8 in Bottom Meas. (top of permanent)
Drainage Area 52832 sq ft Length 206.6 ft

Required Vol 47548 8.cu ft Width 160.6 ft
From Permanent .57284, Area 33179.96 sq ft
Total Required 27766 .57: .cu ft
Available 242379.291 Cu ft Volume 242379.3 cu ft
Difference -35282.386 cu ft
j must be>=0
_.�L��1.a�acs��e�s�taEn�9Z1.�ays_u�ai�irr3ai_�raate.__T�e lag��ro_aHs.o�Qr�ains Elte�xc�s_�_ — - ----
171 days rainfall from the treatment lagoon as well as most of the 171 clay rainfall
from this lagoon. A portion of the-171 day excess rainfall will be pumped to
to the Lea Allen temporary,lagoon.
25 Year 24 Hour Storm Volume Calculations
Min 25 yr 24 hr storm
rainfall 7.4 in Length 248 ft
Drainage Area 52832 sq ft Width 202 ft
rainfall ;:`:'.325'7 ;78.cu ft Area 50096 sq ft
From Permanent ;. .11}330`cu ft depth 0.878 ft
Required Vol423D973cu ft Side Slope 3 :1
Available 42961.7166 cu ft Bottom Meas. (top of rainfall-evap)
Length 242.732 ft
Difference 41.98 cu ft Width 196.732 ft
must be>=0 Area 47753.15 sq ft
Volume 42951.72 cu ft
The 25 yr 25 hr storm is for this lagoon as well as a portion carried over from
the adjacent perrment lagoon.
Structural Freeboard Calculations
i
Structural Freeboard
Freeboard Length 254 ft
Mininum required 1 ft Width 208 ft
Area 52832 sq ft
Available 1 ft Depth 1 ft
Side Slope 3 :1
q Bottom Meas. (top of 25yr 24 hr storm)
Length 248 ft
Width 202 ft
f Area 50096 sq ft
Volume 51458 cu ft
B:
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Summary Of Volume Calculations
Total Available Capacity From Top of Dike 336789.01 cu ft
Total Available Depth From Top of Dike loft
Volume(Cu ft) Volume Sum Depth (ft) Depth Sum
Treatment Volume 0 0.00
Temmporary Waste Storage 242379.2914 242379.2914 6.02 6.02
25 yr 24 hr Rainfall Storage 42951.71663 285331.008 0.88 6.90
Structural Freaboard 51458 336789.008 1.00 7.90
Start Pump Marker Reading 22 inches
Stop Pump Marker Reading Bottom
The start pumping marker is louver for this lagoon than the adjacent permanent lagoon
because a portion of the 25124 storm from the adjacent lagoon is carried in this lagoon.

i
James Allen Permanent
Top Dike Measurements Mininum Treatment Mininum Temporary Waste
Length 306 ft Length 297.102 ft Length 297.102 ft
!� Width 208 ft Width 199.102 ft Width 199.102 ft
Area 63643 sq ft Area 59153.602 sq ft Area 59153.6024 sq ft
Depth . 7 5:ft Depth 6:01'T:ft Depth 0 ft
Side Slope 3 :1 Side Slope 3 :1 Side Slope 3 :1
- Bettam-P.teasur-ements-- — --Bottom-Measurements— .Bottom-Meas._(top-o.f permanent)-
Length 261 ft Length 281 ft Length 297.102 ft
Width 163 ft Width 163 ft Width 199.102 ft
Area 42543 sq ft Area 42543 sq ft Area 59153.6024 sq ft
Volume 9 6$5'cu ft Volume 3046:47,1&-cu ft Volume (x cu ft
Min 25 yr 24 hr storm Structural Freeboard
Length 300 ft Length 306 ft
Width 202 ft Width 208 ft
Area 60600 sq ft Area 63648 sq ft
r Depth :".0''"ft Depth
Side Slope 3 :1 Side Slope
r
► Bottom Meas. (top of temp waste) Bottom Meas. (top of 25yr 24 hr storm)
Length 297.102 ft Length 300 ft
Width 199.102 ft Width 202 ft
Area 59153.6024 sq ft Area 60600 sq ft
Volume 8.9-1-9:819° cu ft Volume ; ::62119,cu ft
Volume Checked by,T.�-
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Jaynes Allen Permanent
Tap Dike Measurements
Length 306 ft
Width 208 ft
Area 63648 sq ft
Depth 7.5 ft
Side Slope 3 :1
Bottom Measurements
Length 261 ft
Width 163 ft
Area 42643 sq ft
Volume 396685 cu ft
Treatment Volume Calculations
Required for Treatment Mininum Treatment
0.67 cu ft per lb SSLW Length 297.102 ft
No. of animals 1050 head Width 199.102 ft
weight per head 433 Ibs Area 59153.6 sq ft
Total SSLW 454650 Ibs Depth 6.017 ft
Req.Treat Vol3Q461'55 cu ft Side Slope 3 :1
Treatment Avail 304647.181 cu ft Bottom Measurements
Length 261 ft
Difference 31.681091 cu ft Width 163 ft
must be?=0 Area 42543 sq ft
Volume 304647.2 cu ft
This lagoon contains all of the required treatment for 1050 animals
Temporary Waste Storage Calculations
Temporary Waste Mininum Temporary Waste
Days 0 days Length 297.102 ft
gal/hdlday 7.2 gal Width 199.102 ft
Required Vol ©gal Area 59153.6 sq ft
0 cu ft Depth 0 ft
Side Slope 3 :1
Rainfall-Evaporation
171 day rain 10.8 in Bottom Meas. (flop of permanent)
Drainage Area 63648 sq ft Length 297.102 ft
Required Vol 572832 cu ft Width 199.102 ft
Area 59153.6 sq ft

Total Required 57283:2°cu ft
Available 0 cu ft Volume 0 cu ft
I
Difference -57283.2 cu ft
must be>=0
This lagoon contains no temporary volume for the waste generated by the animals or the
171 day excess rainfall. The temporary waste will be in the adjacent lagoon.
25 Year 24 Hour Storm Volume Calculations t
Min 25 yr 24 hr storm
rainfall 7.4 in Length 300 ft
° Drainage Area 63648 sq ft Width 202 ft
rainfall 39249.60 cu ft Area 60600 sq ft
Depth 0.483 ft
Required Vol ::3924W:cu ft Side Slope 3 :1
Available 28919,8189 cu ft
Bottom Meas.(top of rainfall-evap)
Difference -10329.781 cu ft Length 297.102 ft
must be>=0 Width 199.102 ft
Area 59153.6 sq ft
Volume 28919,62 cu ft
A portion of the 25 yr 24 hr storm for this lagoon Will be carried In the adjacent
terporary storage lagoon.
Structural Freeboard Calculations
Structural Freeboard
I Freeboard Length 306 ft
I Mininum required 1 ft Width 208 ft
Area 63648 sq ft
Available 1 ft Depth 1 ft
31 Side Slope 3 :1
Bottom Meas. (top of 25yr 24 hr stone)
Length 300 ft
Width 202 ft
Area 60600 sq ft
i
I Volume 62118 cu ft
I
Summary Of Volume Calculations
Total Available Capacity From Top of Dike 395685 cu ft
Total Available Depth From Top of Dike 7.9 ft
I
i
i

Volume(cu ft) Volume Sum Depth(ft) Depth Sum
Treatment Volume 304647.1811 6.02
Temmporary Waste Storage 0 304647.1811 0.00 6.02
25 yr 24 hr Rainfall Storage 28919.81891 333567 0.48 6.50
Structural Freeboard 62118 395686 1.00 7.50
Start Pump Marker Reading 18 inches
Stop Pump Marker Reading 18 inches
The transfer pipe will need to be set at 18 inches to allow a portion of the 26124 storm
to he carried into the adjacent temporary lagoon.

Lea Allen Temporary Lagoon(No Treatment In This Lagoon)
EI1 Top Dike Measurements Mininum Treatment Mininum Temporary Waste
{ 03-
Length 380 ft Length 336.8 ft Length 207 ft
Width 213 ft Width 169.8 ft Width 03.07 ft
Area 80940 sq ft Area 57188.64 sq ft Area 75150.1149 sq€t
Depth 7'2 ft Depth :: . 0.'ft Depth 6. 45:ft
Side Slope 3 :1 Side Slope 3 :1 Side Slope 3 :1
Bottom-Measurements---- Bottom_Maasur-ements Bottom Meas. (top of permanent)
Length 335.8 ft Length 336.8 ft Length 336.8 ft
Width 169.8 ft Width 169.8 ft Width 169.8 ft
Area 57188.64 sq ft Area: 57188.64 sq ft Area 57188.64 sq ft
Volume 498023.fa t6`cu ft Volume Q,cu ft Volume 365886,244;Cu ft
Min 25 yr 24 hr storm Structural Freeboard
Length 374 ft Length 380 ft
Width 207 ft Width 213 ft
Area 77418 sq ft. Area 80940 sq ft
Depth
ft Depth ft
Side Slope 3 :1 Side Slope 3 :1
Bottom Meas. (top of temp waste)- Bottom Meas. (top of 25yr 24 hr storm)
Length 370.07 ft Length 374 ft
Width 203.07 ft Width 207 ft
Area 75150.1149 sq ft Area 77418 sq ft
j Volume _49994.37'l6:cu ft Volume : ..79173 cu ft
Volume Checked by �'�' �" `—
Date �
4
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Lea Allen Temporary Lagoon(No Treatment In This Lagoon)
Top Dike Measurements
Length 380 ft
Width 213 ft
Area 80940 sq ft
Depth 7.2 ft
Side Slope 3 :1
Bottom Measurements
Length 336.8 ft
Width 169.8 ft
Area 57188.64 sq ft
Volume 495023.616 cu ft
Treatment Volume Calculations
Required for Treatment Mininum Treatment
0.67 cu ft per lb SSLW Length 336.8 ft
No.of animals 1350 head Width 169.8 ft
weight per head 433 lbs Area 57188.64 sq ft
Total SSLW 584550 Ibs Depth 0 ft
Req.Treat Vol 3M648::5:cu ft Side Slope 3 :1
Treatment Avail 4 cu ft Bottom Measurements
Length 336.8 ft
Difference -391648.5 cu ft Width 169.8 ft
must be>=0 Area 57188.64 sq ft
Volume 0 cu ft
All treatment is located in the adjacent treatment lagoon.
Temporary Waste Storage Calculations
Temporary 1,Naste Mininum Temporary Waste
Days 171 days Length 370.07 ft
gal/hdiday 7.2 gal Width 203.07 ft
Required Vol 662320 gal Area 76150.11 sq ft
222208.556 cu.ft Depth 5.545 ft
Side Slope 3 :1
Rainfall-Evaporation
171 day rain 10.8 in Bottom A1eas. (top of permanent)
Drainage Area 80940 sq ft Length 336.8 ft

Required Vol :.q.-',72846 cu ft Width 169.8 ft
From Permanent :-3471-R. Area 57188.64 sq ft
From J Allen Lagoon .,35283:cu ft
Total Required cu ft Volume 365886.2 cu ft
Available. 365886.24- cu ft
Difference 829.69 cu ft
must be>=0
,---Tompo-rarl-waste-in.rAu-des-1-7-1-cLays of animal waste and 171 fts,of excess rainfall.
Excess rainfall Includes a portion from the'adjacent permanent lagoon and a portion
from the temporary lagoon located at the James Allen facility as well as its own portion.
25 Year 24 Hour Storm Volume Calculations
Min 25 yr 24 hr storm
rainfall 7.4 in Length 374 ft
Drainage Area 80940 sq ft Width 207 ft
tl rainfall 49913.00 cu ft Area 77418 sq ft
Depth 0.655 ft
Required Vol 49910-3. -;cu ft Side Slope 3 :1
Available 49964.3716 cu ft Bottom Meas. (top of rainfall-evap)
Length 370,07 ft
Difference 51.37 cu ft Width 203.07 ft
must be>=0 Area 75150.11 sq ft
Volume 49964.37 cu ft
25124 storm volume is from this lagoon only.
Structural Freeboard Calculations
Structural Freeboard
Freeboard Length 380 ft
Mininum required 1 ft Width 213 ft
Area 80940 sq ft
Available I ft Depth 1 ft
Side Slope 3 :1
Bottom Meas. (top of 25yr 24 hr storm)
Length 374 ft
Width 207 ft
Area 77418 sq ft
Volume 79173 cu ft

Summary Of Volume Calculations
Total Available Capacity From Top of Dike 495023,62 cu ft
Total Available Depth From Top of Dike 7.2 ft
Volume(Cu ft) Volume Sum Depth(ft) Depth Sum
Treatment Volume 0 0.00
Temmporary Waste Storage 365886,2444 365886.2444 5.55 5.55
26 yr 24 hr Rainfall Storage 49964.37156 415850.616 0.66 6.20
Structural Freeboard 79173 495023.616 1.00 7.20
Start Pump Marker Reading 20 inches
Stop Pump Marker Reading Bottom
I
'1
U

Lea Aden Permanent(Lagoon.contains some temporary waste)
Top Dike Measurements Mininum Treatment Mininum Temporary Waste
Length 399 ft Length 385.92 ft Length 389.07 ft
Width 208 ft Width 194.92 ft Width 193.07 ft
Area 82992 sq ft Area 75223.526 sq ft Area 77063.0949 sq ft
Depth ;'.g`2'ft Depth :. ::6.Q2:ft Depth 0:525'.ft
Side Slope 3 :1 Side Slope 3 :1 Side Slope 3 :1
--Bottom-Measurements — - — Bottom-Measurements Hottom_Meas._(top-o-perm.a_rjeLLt)
Length 349.8 ft Length 349.8 fit Length 385.92 ft
Width 158.8 ft Width 158.8 ft Width 194.92 ft
Area 55548.24 sq ft Area 55548.24 sq ft Area 75223.5264 sq ft
Volume 504706 776 cu ft Volume 39231a.•01'cu ft Volume 39974.36987.cu ft
F
Min 25 yr 24 hr storm Structural Freeboard
Length 393 ft Length 399 ft
Width 202 ft Width 208 ft
Area 79386 sq ft Area 82992 sq ft
Depth v,> 655=ft Depth .1 ft
Side Slope 3 :1 Side Slope 3 :1
Bottom Meas. (top of temp waste) Bottom Meas. (top of 25yr 24 hr storm)
Length 389.07 ft Length 393 ft
Width 198.07 ft Width 202 ft
Area 77063.0949 sq ft Area 79386 sq ft
Volume 51.235:3925.cu ft Volume `. 81183:cu ft
Volume Checked by
Date
a
i
II

Lea Allen Permanent(Lagoon contains some temporary waste)
Top Dike Measurements
Length 399 ft
Width 208 ft
Area 82992 sq ft
Depth 8.2 ft
Side Slope 3 :1
Bottom Measurements
Length 349.8 ft
Width 158.8 ft
Area 55648.24 sq ft
Volume 564706.776 cu ft
Treatment Volume Calculations
Required for Treatment Mininum Treatment
0.67 cu ft per lb SSLW Length 385.92 ft
No. of animals 1350 head Width 194.92 ft
weight per head 433 Ibs Area 75223.53 sq ft
Total SSLW 584550 Ibs Depth 6.02 ft
Req.Treat Vol °.' .39164 ;-5�cu ft Side Slope 3 :1
Total Required 391648.5: Bottom Measurements
Treatment Avail 392314.014 cu ft Length 349.8 fit
Width 158.8 ft
Difference 665.513616 cu ft Area 55548.24 sq ft
must be>=0
Volume 392314 cu ft
This lagoon contains all of the required treatment for 1360 animals
Temporary Waste Storage Calculations
Temporary Waste Mininum Temporary Waste
Days 0 days Length 389.07 ft
gal/hd/day 7.2 gal Width 198:07 ft
Required Vol ~::_0<gaI Area 77063.09 sq ft
0 cu ft Depth 0.525 ft
Side Slope 3 :1
Rainfall-Evaporation
171 day rain 10.8 in Bottom Maas.(top of permanent)
Drainage Area 82992 sq ft Length 385.92 ft
Required Vol 74692,9 cu ft Width 194.92 ft
Area 75223.53 sq ft
I
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I

Total Required _ - 74692.8:cu ft
Available 39974.3699 cu ft Volume 39974.37 cu ft
Difference -34718.43 cu ft
must be>=0
This lagoon contains no temporary volume for the waste generated by the animals.
The lagoon contains a portion of the 171 excess rainfall with the remainde'rto be
stored in the adjacent temporary storage lagoon.
25 Year 24 Flour Storm Volume Calculations
Min 25 yr 24 hr storm
rainfall 7.4 in Length 393 ft
Drainage Area 82992 sq ft Width 202 ft
rainfall 61178.40 cu ft Area 79386 sq ft
Depth 0.656 ft
Required Vol 017-SAO cu ft Side Slope 3 :1
Available 51235.3926 Cu ft
Bottom Meas. (top of rainfall-evap)
Difference 56.9925115 cu ft Length 389.07 ft
must be>=0 Width 198.07 ft
Area 77063.09 sq ft
Volume 51236.39 cu ft
25124 storm volume is from this lagoon only.
Structural Freeboard Calculations
Structural Freeboard
Freeboard Length 399 ft
Mininum required 1 ft Width 208 ft
Area 82992 sq ft
Available 1 ft Depth 1 ft
Side Slope 3 :1
,,. Bottom Meas. (top of 25yr 24 hr storm)
Length 393 ft
Width 202 ft
APR d Area 79386 sq ft
•,�°hy Volume 81183 cu ft
Summary Of Volume Calculations
Total Available Capacity From Top of hike 564706.78 cu ft
Total Available Depth From Top of Dike 8.2 ft
i
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Volume(cu ft) Volume Sum Depth(ft) Depth Sum
Treatment Volume 392314.0136 6.02
Temmporary Waste Storage 39974.36987 432288.383 0.53 6.55
25 yr 24 hr Rainfall Storage 51235.39251 483523.776 0.66 7.20
Structural Freeboard 81183 564706.776 1.00 8.20
Start Pump Marker Reading 20 inches
Stop Pump Marker Reading Transfer at 26 inches
By setting the transfer pipe at 26 inches,all of the pumping for this farm can the done though the
temporary lagoon even though a small portion'of the temporary waste is carried in this lagoon.
I
I

EMERGENCY ACTION PLAN
PHONE NUMBERS
DWQ 2�2•q�b-b��&
EMERGENCY MANAGEMENT SYSTEM 26 a-a*6-7-7-73
SWCD
NRCS .ab-4�i89
This plan will be implemented in the event that wastes from your operation are leaking,
overflowing, or running off site. You should not wait until wastes reach surface waters or leave
your property to consider that you have a problem. You should make every effort to ensure that
this does not happen. This plan should be posted in an accessible location for all employees at the
facility. The following are some action items you should take.
1. Stop the release of wastes. Depending on the situation,this may or may not be possible.
Suggested responses to some possible problems are listed below.
A. Lagoon overflow-possible solutions are:
a. Add soil to berm to increase elevation of dam.
b. Pump wastes to fields at an acceptable rate.
c. Stop all 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. Close valves to eliminate further discharge.
d. Repair all leaks'prior to restarting pumps.
I December 18, 1996

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.
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)?
h. How much reached surface waters?
3: Contact appropriate agencies.
a. During normal business hours, call your DWQ (Division of Water Quality)regional office;
Phone 2-0146 Wkfter 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"1444'w-&
c. Instruct EMS to contact local Health Department.
d. Contact CES,phone number2`!:'4'ff";Vocal SWCD office phone number - - , and
local NRCS office for advice/technical assistance phone number'4-4-44 44"
2 December 18, 1996

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:
b. Contractors Address:
c. Contractors Phone:
6: Contact the technical specialist who certified the lagoon(MRCS, Consulting Engineer, etc.)
a. Name:_ l*- 1-1 1'Orw6. �Cf m "Iamq
b. Phone: SZ9.7b5.83,qj5; g16F_1Zn_ +Iq
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

Animal Waste Management Plan Certification
(Please type or print all information that does not require a signature)
Existing or New or Expanded please circle one)
General Information: Permit No: A-W5 010030
Name of Farm: IFu N&0 FA°V-m Facility No: 03 -- 3b
Owner(s)Name: TLH ?1406,0 rAizM-c-,I-W, — Phone No: 4W-770-1,W
Mailing Address:, T-0. SOX 10000 GOPP5WI p, NG -2?ri-7a2.
Farris Location: County Farm is located in: 1KAHEOPT
Latitude and Longitude: -16.63g2 Integrator: XW6" fOovr, 1..
Please attach a copy of a county road map with location identified and describe below(Be specific: road
names, directions,milepost, etc.):
Operation Description:
Type of Swine No. ofAnimals Type of Poultry No. ofAnimals Type of Dairy No. ofAnimals
o Wean to Feeder o Layer o Milking
o Feeder to Finish o Non-Layer o Dry
Farrow to Wean _ 2:qgr7 Type of Beef No. ofAnimals o Heifers _
o Farrow to Feeder o Brood o Calves
o Farrow to Finish o Feeders
o Gilts o Stockers
o Boars _ Other Type of Livestock.-_ Number ofAnimals:_
Expanding Operation Only
Previous Design Capacity: _ _ Additional Design Capacity: Total Desi n C acid].
Acreage Available for Application: zoo} Required Acreage: ��' f
Number of waste structures: It Total Capacity: 1,1412,Ulf Cubic Feet(0)
Are subsurface drains present on the farm: YES or NO (please circle one)
If YES: are subsurface drains present in the area of the waste structures(please circle one or both as applicable)
Owner/Manager Agreement
I(we)verify that all the above information is correct and will be updated upon changing. I(we)understand the operation and
maintenance procedures established in the approved animal waste management plan for the farm named above and will
implement these procedures. I(we)know that any expansion to the existing design capacity of the waste treatment and storage
system or construction of new facilities will require a permit application and a new certification to be submitted to the Division
of Water Resources (DWR) and permit approval received before the new animals are stocked. I (we) understand that there
must be no discharge of animal waste from the storage system to surface waters of the state unless specifically allowed under a
permit from DWR and there must not be run-off from the application of animal waste. I (we) understand that run-off of
pollutants from lounging and heavy use areas must be minimized using technical standards developed by the USDA-Natural
Resources Conservation Service(MRCS). The approved plan will be filed at the faun and at the DWR Regional Office and the
office of the local Soil and Water Conservation District(SWCD). I (we)know that any modification must be approved by a
technical specialist and submitted to the DWR Regional Office and local SWCD and required approvals received from DWR
prior to implementation. A change in farm ownership requires a permit application to be sent to DWR along with a new
certification(if the approved plan is changed).
Name of Land,-Owner, DTI M 'Qf IJ00 RAW4 LLG
Signature: �( / c Date: 12//C l�b
Name of Ma Wager(if different from owner):
Signature: Date:
AWC-September 18,2006 1

D).Ai-)plication and Handling EcLuipm_ent
Check the appropriate box
-d' Existing or expanding facilin with existing waste application equipment (WUP or 1)
Annual waste application equipment specified-in the plan has been either field calibrated or evaluated in
accordance with existing design charts and tables and is able to apply waste as necessary to accommodate the waste
management plan: (existing application equipment can cover the area required by the plan at rates not to exceed
either the specified hydraulic or nutrient loading rates, a schedule for timing of applications has been established;
required buffers can be maintained and calibration and adjustment guidance are contained as part of the plan).
o New. ek anded, or existing faciliil without existing waste application equipment for spray irrigation. (1)
Animal waste application equipment specified in the plan has been designed to apply waste as necessary to
accommodate the waste management plan;(proposed application equipment can cover the area required by the plan
at rates not to exceed either the specified hydraulic or nutrient loading rates; a schedule for timing of applications
has been established;required buffers can be maintained, calibration and adjustment guidance are contained as part
of the plan).
o New. expanded or existin- facility without existing waste Wlication equipment for land spreading not using spray
irrimtion. (WUP or I)
Animal waste application equipment specified in the plan has been selected to apply waste as necessary to
accommodate the waste management plan;(proposed application equipment can-cover the area required by the plan
at rates not to exceed either the specified hydraulic or nutrient loading rates; a schedule for ti k'ug,of applications
has been established;required buffers can be maintained; calibration and adjustment guia ed as part
of the plan).
Name of Technical Specialist(Please Print): r H, �i m
Affiliation plo vJ611 f 6' s L L C Date Work Co 1 ell*
:
Address (Agency): PO Fa 10001 1JC 27S32- Phon
Signature: Date:
E) Odor Control, Insect Control. Mortality Management and Emergenev Action Plan (SD.
SI. WUP. RC or I)
The waste management plan for this facility includes a Waste Management Odor Control Checklist,an Insect Control
Checklist,a Mortality Management Checklist and an Emergency Action Plan. Sources of both odors and insects have
been evaluated with respect to this site and Best Management Practices to Minimize Odors and Best Management
Practices to Control Insects have been selected and included in the waste management plan. Both the Mortality
Management Plan and the Emergency Action Plan are complete and can be implemented by this facility.
Name of Technical Specialist(Please Print): W.1'e'+-r74,
Affiliation kAoVKNPnT4 2 SIFA Date Work Completed: 06DEe.2o,6
Address (Agency): I S Pr DPJ Lq�a; w&-AVE09✓1 LLZ_j �JC_2 6-1 9-7 Phone No.: 62 f,-'ter,-I34s
Signature:_ _ Date: 06IDEr-Zo6
F)Written Notice of New or F�x)pp anding Swine Farm
The following signature block is only to be used for new or expanding swine farms that begin construction after June
21i 1996. If the facility was built before June 21,1996,when was it constructed or last expanded C, 4 7
I(we)certify that I(we)have attempted to contact by certified mail all adjoining property owners and all property owners who
own property located across a public road,street,or highway from this new or expanding swine farm. The notice was in
compliance with the requirements of NCGS 106-805. A copy of the notice and a list of the property owners notified are
attached.
Name of Land Owner:
Signature: Date:
Name of Manager(if different from owner):
Signature: —Date:
AWC-September 18,2006 3

E) Odor Control, Insect Control and Mortalitv Manaa ement (SD, SI,WIJP, RC or 1;
Methods to control odors and insects as specified in the Plan have been installed and are operational. The
mortality management system as specified in the Plan has also been installed and is operational.
Name of'Technical Specialist(Please Print): &k06C KMe,
Affiliation u� Date Work Completed: 06 0-rc 7vr6
Address (Agency): 92 �J OWC V64-F1 NL Z Ib? Phone No.: a`2 -7Sr7-33q5
Signature: Date: D6 "Die-IM6
Please return the completed form to the Division of Water Resources at the following address:
Department of Environment and Natural Resources
Division of Water Resources -
Animal Feeding Operations Unit
1636 Mail Service Center
Raleigh,NC 27699-1636
Please also remember to submit a copy of this form along with the complete Animal Waste
Management Plan to the DWR Regional Office and the local Soil and Water Conservation
District Office and to keep a copy in your files with your Animal Waste Management Plan.
AWC-September 18,2006 5

>7ew di'}�� I � = 16,SJr Acrc3 wc�te�
7S�oc� 2 - 'i6.55 acres we*6
/ F DL)f in,� ahirA l '06,y4e q f f)ic14im,h,4k r••I-ke
ehd0.n nor F�,e ��c.ha� bahm S�aII�G".7c
2G / r TCy
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�. 91765
123.5 Acres+_
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CONFIGURATION (BOTH PIVOTS) 1
5 — 205' SPAN 23.2 Acres+_
1 — 160' SPAN
64' OVERHANG
100' GUN
! IS' CLEARANCE BETWEEN END OF BOOM OVERHANGS
W6
0 500 1000 1500
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See gar Now Caroms Dent of Agdeulture Dr Xexander ail.
and Consumer Services -San*-mart
October 4,2018
To Tam It May Concern,
As a full€w-up to an email from me to(Michael Shepherd(of the Soil and Water Conservation Divrs;1on of NCDA&CS
on October 2,2018,there have been several requests to place that communicadon on letterhead.
Considering recent information provided below by our Regional Agronomists,we are supportive of extending the
spray!ng/applic ion window up to October 20th 2 1&
This type of an extension is not unprecedented. In 2015 and 2016 extensions such as these were granted after
exterided pods of wet weather and Hurricane Matthew.
Bermuda is by far the best crop to apply nmtrients to now. it is still actively growing,utilizing nutrients, and can
still be Framed thus removing the nutrients applied. it is my opinion that a statewide pumping window
extension should be grantee(until October 20,2018 for bermuda. Bermuda will continue to actively grave and
utilize nutrients if the soil temperature stays above 65 degrees Fahrenheit. As man arn:bient temperature dips
below 6D degrees Fahrenheit growth will start to siow after several clays.. Dormancy wib set in once mean
ambient temperature reaches Sil degrees Fahrenheit for an extended period. if we look at the long-range
forecast for Raleigh,mean ambient temperature only falls below 60 degrees Fahrenheit for one night prior to
October 20th. Therefore,soli temperature shy also remain adequate for groom and development of bermuda
providing for nutrient uptake over the next 20 clays. Stopping on the 20th will allow for timely harvest and
adequate regrowth before_heading into&,e mtinter months,
A copy of this email should be maintained to`the files of all operations choosing to extend the sprayinglapplicatiion
window.
Please let me know if you have any questions.
Regards.
414
Alexander M. "5ancV Stewart,Ph.1),
Assistant Commissioner
Attachment fiber 2,201g ernafl
E-Mail:: dy.stwMV
1001 Mat Servbe Center; lelgh,NoM Carolina, VOSS-10DI (019)707-=e ae Eax(919)73,31141
An Equal Oppoitunhy Employer

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i , .
Swine! Farm Waste Management Odor Control Cohedklist
Source cause BMPs to Minimize Qdor
Site Specific Practices
Farmstead • Swine production Q Vegetativ6 or wooded buffers;
f3 Recommended best management practices; c
9 Good judgment and common sense
body surfaces • Dirty manure-covered animals O' Dry floors
Animal
Floor surfaces
• Wet manure-covered floors [9' Slotted floors;
M' Waterers located over slotted!floors;
❑ Feeders at high end of solid floors;
W Scrape manure buildup from floors;
❑ Underfloor,ventilation for drying
Manure collection pits • Urine; ❑ Frequent manure removal by flush.pit recharge.
Partial microbial decomposition or scrape;
r
O Underfloor ventilation �-
e'
Ventilation exhaust fans • Volatile gases; 0' Fan maintenance; ,
Dust (T Efficient air movement N r
Indoor surfaces • Dust (9 Washdoio between groups of animals;
C9' Feed additives;
❑ Feeder covers; Q ,,
Q' Feed delivery downspout extenders to feeder
eoyw*
Flush tanks • Agitation ofrec ycled lagoon O Flush tank covers;
liquid while ks are filling S' Extend fill lines to near bottim of tanks with
anti-siphon vents
Flush alleys • Agitation during wastewater 0 Underfloor flush with underfloor ventilation
conveyance
Pit recharge points Agitation of recycled lagoon C�' Extend recharge lines to near bottom of pits
liquid while pis are filling with anti-!Siphon vents j
Lift stations • Agitation during sump tank O Sump tank covers
filling and dra down
Agitation during wastewater 0 Box covers
Outside drain collection B l;
orjunction boxes conveyance

u Cause
BMPs to Minimize Odor Site Specific Practices
Source
End of drainpipes at • Agitation during wastewater Cl Extend discharge point of pipes underneath
lagoon conveyance lagoon liquid level
Lagoon surfaces • Volatile gas emissions; Proper lagoon liquid capacity;
Biological mix' g; 52r Correct lagoon startup procedures;
• Agitation Crr Minimum surface area-to-volume ratio;11
4,
Re Minimum agitation when.pumping;
O Mechanical aeration;
l�` Proven biological additives
•------------
1li ressure a itation; W Irrigate on,dry days with little or no wind;
irrigation sprinkler gh P g
nozzles • Wind drift W Minimum recommended operating pressure;
01 Pump intake near lagoon liquid surface;
1] Pump frggi second-stage lagoon
• Partial microb�al decomposition; O Bottom or midlevel loading;
Storage tank or basin �
surface •' Mixing while 111tng; O Tank covers;
• Agitation whe emptying ® Basin surface macs of solids;
a Proven biological additives or oxidants
Settling basin surface Partial microb'�al decomposition; O Extend drainpipe outlets underneath liquid
Mixing while filling; level; .
I a Remove settled solids regularly
• Agitation wheh emptying
Manure,slurry or sludge • Agitation wheh spreading; ® Soil injection of slurry/sludges;
spreader outlets • Volatile gas emissions ® Wash residual manure from spreader after use;
0 Proven biological additives or oxidants
Uncovered manure, • Volatile gas emissions while O Soil injection of slurry/sludges
slurry or sludge on field drying ® Soil incorporation within 48 hrs.;
surfaces El Spread ioAllin.uniform layers for rapid drying;
O Proven biological additives or oxidants
• Carcass decomposition 9 Proper diisposition of carcasses
Dead animals
animal disposal • Carcass decomposition O Complete
O ead )covering of carcasses in burial pits;
pits I O Proper 13cation/construction of disposal pits I _ _F
• Incomplete c mbustion ® Secondary' stack burners
Incinerators p

i
i
Source C{ruse BMPs to Minimize Odor Site Specific Practices
Standing water around • Improper drai age; ff Grade and landscape such that water drains
facilities . Microbial decomposition of away from facilities
i
organic matter -
Manure tracked onto * Poorly maintained access roads 0- Farm access road maintenance
public roads from farm
access
Additional Information: Available From:
Swine Manure Management; 0200 RuleBT Packet NCSU,County Extension Center
Swine Production Farm Potential Odor Sources and Remedies; EBAE Fact Shear NCSU-BAE
Swine Production Facility Manure Management:Pit Rectlarge-Lagoon Treatment; EBAE 128-88 NCSU-BAE
Swine Production Facility Manure Managem nt:Underfloor Flush-Lagoon Tre tment; EBAE 129-88 NCSU-BAE
Lagoon Design and Management for Livestock Manure Treatment and Storage; BAE 103-83 NCSU-BAE
Calibration of Manure and Wastewater Application Equipment; EBAE Fact Sh et NCSU-BAE
NCSU-'Swine Extension
Controlling Odors from Swine Buildings; PI H-33
Environmental Assurance Program; NPPC I danual I NCjPork Producers Assoc
Options for Managing Odor; a report from tie Swine Odor Task Force NCSU Agri Communications
I
ies; PR0107,�,1995 Conference Proceedings Florida Cooperative Extension
Nuisance Concerns in Animal Manure Management:Odors and Fl
i
I
. I
i
AMC-November 11, 1996, Page 5

Version—November 26,2018
Mortality Management Methods
Indicate which method(s) will be implemented.
When selecting multiple methods indicate a primary versus secondary option.
Methods other than those listed must be approved by the State Veterinarian.
Primary Secondary Routine Mortality
Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal
death. The burial must be at least 300 feet from any flowing stream or public body of water
(G.S.106-403). The bottom of the burial pit should beat least one foot above the seasonal
high water table.Attach burial location map and plan.
OLandfill 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.
OComplete 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 measures for disposal according to G.S. 106-399.4.
Si, ature of Far Owner/Manager Date
Sig e o echnical Specialist Date