070038_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: 07-0038 Certificate Of Coverage Number: AWS070038
2. Facility Name: Pungo Farm
3. Landowner's Name (same as on the Waste Management Plan): J L M Pungo Farms LLC
4. Landowner's Mailing Address: PO Box 10009
City: Goldsboro State: NC Zip: 27532
Telephone Number: 919-778-3130 Ext. E-mail:
5. Facility's Physical Address: 4271 NC 99 N
City: Pantego State: NC Zip: 27860
6. County where Facility is located: Beaufort
7. Farm Manager's Name (if different from Landowner): Dcmpsy M. Angc
8. Farm Manager's telephone number (include area code): 252 935 5042 E..l.
9. Integrator's Name (if there is not an Integrator, write "None"): Maxwell Foods LLC
10. Operator Name (OIC): Coch Nathaniel Burrow .hs Phone No.: 252-217-6663 OIC #: 1006457
11. Lessee's Name (if there is not a Lessee, write 'None"):
12. Indicate animal operation type and number:
Current Permit:
Operation Types:
Operations Type
Swine - Farrow to Wean
Allowable Count
2,495
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 and Storage Lagoons (Verify the following information is accurate and complete. Make all necessary
corrections and provide missing data.)
Structure
Name
Estimated
Date
Built
Liner Type
(Clay, Synthetic,
Unknown)
Capacity
(Cubic Feet)
Estimated
Surface Area
(Square Feet)
Design Freeboard
"Redline"
(Inches)
1
b f A it
G 144-/
3366, 7801
*zf 32
14
2
6[qq
Gi.A-I
3476, 606
b3bir8
11
3
bi qq
(,L41
etas, 023
9091+0
ref
4
6144
G4.04
66% 106
62gg2
i el
FINAL
395,685.00
t1owiNU POND
336,789.00
'TRIM -
495,023.00
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), si;.ned b% the owner and a certified technical specialist. containing:
a. The method by which waste is applied to the disposal fields (e.g. irrigation, injection, etc.)
b. A map of every field used for land application (for example: irrigation map)
c. The soil series present on every land application field
d. The crops grown on every land application field
e. The Realistic Yield Expectation (RYE) for every crop shown in the WUP
f. The maximum PAN to be applied to every land application field
g. The waste application windows for every crop utilized in the WUP
h. The required NRCS Standard specifications
2. A site map/schematic
3. Emergency Action Plan
4. Insect Control Checklist with chosen best management practices noted
5. Odor Control Checklist with chosen best management practices noted
6. Mortality Control Checklist with selected method noted - Use the enclosed updated Mortality Control Checklist
7. Lagoon/storage pond capacity documentation (design, calculations, etc.) Please be sure the above table is accurate and
complete. Also provide any site evaluations, wetland determinations, or hazard classifications that may be applicable to
your facility.
8. Operation and Maintenance Plan
If your CAWMP includes any components not shown on this list, please include the additional components with your submittal.
(e.g. composting, digesters, waste transfers, etc.)
As a second option to mailing paper copies of the application package, you can scan and email one signed copy of the
application and all the CAWMP items above to: 2019PermitRenewal®ncdenr.gov
APR 022019

I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that,
if all required parts of this application are not completed and that if all required supporting information and attachments are not
included, this application package will be returned to me as incomplete.
Note: In accordance with NC General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false statement,
representation, or certification in any application may be subject to civil penalties up to $25.000 per violation. (18 U.S.C.
Section 1001 provides a punishment by a fine of not more than $10,000 or imprisonment of not more than 5 years, or both for
a similar offense.)
Printed Name of Signing Official (Landowner, or if multiple Landowners all landowners should sign. If Landowner is a
corporation, signature should be by a principal executive officer of the corporation):
Name:
Signature:
Title:
Date:
Name: Title:
Signature: Date:
Name: 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: [phone]
E-mail: [e-mail]
FORM: RENEWAL -STATE GENERAL 02/2019

ROY COOPER
Governor
MICHAEL S. REGAN
Seerrtary
LINDA CULPEPPER
Otreetor
-d9aSTlkr[y�
NORTH CAROLINA
Environmental Quality
February 27, 2019
J L M Pungo Farms LLC
Pungo Farm
PO Box 10009
Goldsboro, NC 27532
Subject: Application for Renewal of Coverage for Expiring State General Permit
Dear Permittee:
APR 022019
Your facility is currently approved for operation under one of the Animal Waste Operation State Non -Discharge General Permits,
which expire on September 30, 2019. Copies of the new animal waste operation State Non -Discharge General Permits are available
at hrtps://deq.nc.gov/about/divisions/water-resources/water-uualit%-regional-orerations/afo or by writing or calling:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Telephone number: [phone]
In order to assure ',our continued coverage under the State Non -Discharge General Permits. ou must submit an application for
permit coverage to the Division. Enclosed You will find a "Request for Certificate of Coverage Facility Currently Covered b‘ an
Expiring State Non -Discharge General Permit." The application form must be completed. signed and returned bF April 3. 2019.
Please note that ,eou must include one (1) cool of the Certified Animal Waste Management Plan (CAWMP) with the
completed and siened application form. A list of items included in the CAWMP can be found on page 2 of the renewal
application form.
Failure to request renewal of your coverage under a general permit within the time period specified may result in a civil penalty.
Operation of your facility without coverage under a valid general permit would constitute a violation of NCGS 143-215.1 and could
result in assessments of civil penalties of up to $25,000 per day.
If you have any questions about the State Non -Discharge General Permits, the enclosed application, or any related matter please feel
free to contact the Animal Feeding Operations Branch staff at 919-707-9100.
Enclosures
cc (w/o enclosures):
Sincerely,
Jon Risgaard, Section Chief
Animal Feeding Operations and Groundwater Section
Washington Regional Office, Water Quality Regional Operations Section
Beaufort County Soil and Water Conservation District
AFOG Section Central Files - AWS070038
Maxwell Foods LLC
North Carottra Department offrevrrosmanta Qea?ty I Divisoat of Water Reso.rroes
512 N. Sa"sbuty St. 1 1636 htaSa vie Center I Reef*, North Caro:F.na 2755E-1535
919.7C7.90D;:

WASTE UTILIZATION PLAN
Goldsboro Hog Farms, Inc.
Wednesday, September 14, 2016
Producer:
Farm Name :
Telephone # :
Type of Operation :
Number of Animals :
Application Method:
JLM Pungo Farms LLC
Pungo Farm
P.O. Box 10009
Goldsboro,NC 27532
[phone]
Farrow to Weanling Swine
2495 sows design capacity
Irrigation
Updated 9/14/2016
The waste from your animal facility must be land applied at a specified rate to prevent
pollution of surface and/or groundwater. The plant nutrients in the animal waste should be
used to reduce the amount of commercial fertilizer required for the crops in the fields where
waste is to be applied. This waste utilization plan uses nitrogen as the limiting nutrient.
Waste should be analyzed before each application cycle. Annual soil tests are strongly
encouraged so that all plant nutrients can be balanced for realistic yields of the crop to be
grown.
Several factors are important in implementing your waste utilization plan in order to maximize
the fertilizer value of the waste and to ensure that it is applied in an environmentally safe
manner. Always apply waste based on the needs of the crop to be grown and the nutrient
contents of the waste. Do not apply more nitrogen than the crop can utilize. Soil types are
important as they have different infiltration rates, leaching potentials, cation exchange
capacities, and avaialable water holding capacities. Normally waste shall not be applied to
land eroding at greater than 5 tons per acre per year. With special pre -cautions, waste may
be applied to land eroding at up to 10 tons per acre per year. Do not apply waste on
saturated soils, when it is raining, or when the surface is frozen. Either of these conditions
may result in runoff to surface waters which is not allowed under DEM regulations. Wind
conditions should also be considered to avoid drift and downwind odor problems. To
maximize the value of the nutrients for crop production and to reduce the potential for
pollution, the waste should be applied to a growing crop or applied to bare ground not more
than 30 days prior to planting. Injecting the waste or disking will conserve nutrients and
reduce odor problems. This plan is based on waste application through irrigation for this is
the manner in which you have chosen to apply your waste. If you choose to inject the waste
in the future, you need to revise this plan. Nutrient levels for injecting waste and irrigating
waste are not the same.
The estimated acres needed to apply the animal waste is based on typical nutrient content for
this type of facility. Acreage requirements should be based on the waste analysis report from
your waste management facility. Attached you will find information on proper sampling
techniques, preparation, and transfer of waste samples to the lab for ananlysis. This waste
utilization plan, if carried out, meets the requirements for compliance with 15A NCAC
2H.0217 adopted by the Environmental Management Commission.
Page 1

AMOUNT OF WASTE PRODUCED PER YEAR (gallons, ft3, tons, etc.)
2495 sows X 6.1 tons waste/sows/year = 15219.5 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.
Page 2

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 N/ACRE NIACRE USED TIME
3796
* P1
TOMOTLEY DRAINED
C
156
140.4 0
46.55
6536
FEB 15-JUN 30
3796
* P1
TOMOTLEY DRAINED
W
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
0
46.55
5614
SEP 1 - APR 30
3796
* P2
PORTSMOUTH DRAINED 1
SB
38
147.82
0
46.55
6881
APR 1 - SEP 15
3796
P2
PORTSMOUTH DRAINED
CO
825
66.825
0
46.55
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 Tess any commercial
nitrogen (COMM N) supplied.
The following legend explains the crop codes used in TABLES 1 and 2 above:
CROP CODE CROP
C
CO
SB
CORN
COTTON
SOYBEANS
WHEAT
UNITS
BUSHELS
LBS N/UNIT
1.25
BUSHELS
BUSHELS
4
2.4
WHEAT
Page 3

' TOTALS FROM TABLES 1 AND 2
TABLE 2
TOTALS:
ACRES
93.1
LBS AW
N USED
14,703
AMOUNT OF N PRODUCED:
*** BALANCE
93.1
14,703
13,473
-1,230
*** This number must be Tess 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
*P1
TOMOTLEY DRAINED
W
*1
3796
*P1
TOMOTLEY DRAINED
SB
0.40
*1
3796
*P1
TOMOTLEY DRAINED
CO
0.40
*1
13796
*P1
TOMOTLEY 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
3796
*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.
Page 4

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.
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 waters. (See Standard 393 - Filter Strips)
12. Animal waste shall not be applied closer than 100 feet to wells.
13. Animal Waste shall not be applied closer than 200 feet of dwellings other than those
owned by the landownwer.
14. Waste shall be applied in a manner not to reach other property and public right - of ways.
15. Animal waste shall not be discharged into surface waters, drainageways, or wetlands by
discharge or by over -spraying. Animal waste may be applied to prior converted croplands
provided they have been approved as a land application site by a "technical specialist".
Animal waste should not be applied on grassed waterways that discharge directly into water
courses, except when applied at agronomic rates and the application causes no runoff or drift
from the site.
*16. Domestic and industrial waste from washdown facilities, showers, toilets, sinks, etc.,
shall not be discharged into the animal waste management system.
*17. A protective cover of appropriate vegetation will be established on all disturbed areas
(lagoon embankments, berms, pipe runs, etc.). If needed, special vegetation shall be
provided for these areas and shall be fenced, as necessary, to protect the vegetation.
Vegetation such as trees, shrubs, and other woody species, etc. are limited to areas where
considered appropriate. Lagoon areas should be kept mowed and accessible. Lagoon berms
and structures should be inspected regularly for evidence of erosion, leakage or discharge.
*18. If animal production at the facility is to be suspended or terminated, the owner is
responsible for obtaining and implementing a "closure plan" which will eliminate the possibility
of an illegal discharge, pollution and erosion.
*19. Waste handling structures, piping, pumps, reels, etc., should be inspected on a regular
basis to prevent breakdowns, Teaks, 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
Page 8

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 OWNER: JLM Pungo Farms LLC
SIGNATURE:
16// .- f A
NAME OF MANAGER (if different from owner):
DATE:
9mM.
please print
SIGNATURE: DATE:
NAME OF TECHNICAL SPECIALIST: George H. Pettus
AFFILIATION: Mountain 2 Sea Environmental LLC
ADDRESS (AGENCY):
SIGNATURE:
12 Hampton Lane
Weaverville, NC 28787
[phone]
saw •�a4ria`
{,:,PR 0 2 2019
DATE: 114 `Y '2Do6
Page 9

35° 38' 36" N
•
8
Soil Map —Beaufort County, North Carolina
350200 350500 350503 35:420
350800
Map Scale: 1:12,200 if printed on A portrait (8.5' x 11") sheet.
}
351100
nN eters
0 15D 300 600 900
■\ 0 500 1000 2000 3000 t
Map projection: Web Mercator Comercoordinates: WGS84 Edge tics: UTM Zone 18N WGSO4
USDA Natural Resources
:mri[ Conservation Service National Cooperative Soil Survey
Web Soil Survey
351400
1V
�.M
351700
9/14/2016
Page 1 of 3
35° 38' 36" N
35° 3715'N

Area of Interest (AOI)
U
soils
0
Special Point Features
to Blowout
Soil Map —Beaufort County, North Carolina
MAP LEGEND MAP INFORMATION
Area of Interest (AOI)
0
USDA Natural Resources
00.1 Conservation Service
Soil Map Unit Polygons
Soil Map Unit Lines
Sot Map Unit Points
Borrow Pit
Clay Spot
Closed Depression
Gravel Pit
Gravelly Spot
Landfill
Lava Flow
Marsh or swamp
Mine or Quarry
Miscellaneous Water
Perennial Water
Rock Outcrop
Saline Spot
Sandy Spot
Severely Eroded Spat
Sinkhole
Slide or Slip
Sodic Spot
{ Spoil Area
o Stony Spot
63 Very Stony Spot
7 Wet Spot
Other
Special Line Features
Water Features
- Streams and Canals
Transportation
aH Rails
wao Interstate Highways
US Routes
Major Roads
Local Roads
Background
Mi Aerial Photography
The soil surveys that comprise your A01 were mapped at 1:24,000.
Warning: Soil Map may not be valid at this scale.
Enlargement of maps beyond the scale of mapping can cause
misunderstanding of the detail of mapping and accuracy of soil line
placement The maps do not show the small areas of contrasting
soils that could have been shown at a more detailed scale.
Please rely on the bar scale on each map sheet for map
measurements.
Source of Map: Natural Resources Conservation Service
Web Soil Survey URL: http:/Iwebsoilsurvey.nres.usda.gov
Coordinate System: Web Mercator (EPSG:3857)
Maps from the Web Soil Survey are based on the Web Mercator
projection, which preserves direction and shape but distorts
distance and area. A projection that preserves area, such as the
Albers equal-area conic projection, should be used if more accurate
calculations of distance or area are required.
This product is generated from the USDA-NRC S certified data as of
the version date(s) listed below.
Soil Survey Area: Beaufort County, North Carolina
Survey Area Data: Version 17, Sep 29, 2015
Soil map units are labeled (as space allows) for map scales 1:50, 000
or larger.
Date(s) aerial images were photographed: May 9, 2010—Apr 17,
2011
The orthophoto or other base map on which the soil lines were
compiled and digitized probably differs from the background
imagery displayed on these maps. As a result, some minor shifting
of map unit boundaries may be evident.
Web Soil Survey 9/14/2016
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%
JSD$ Natural Resources Web Soil Survey 9/14/2016
Conservation Service National Cooperative Soil Survey Page 3 of 3

Steve Troxter
Commissioner
North Carolina Department of Agriculture
and Consumer Services
Division of Soil and Water Conservation
Date: June 12, 2015
Subject: Combining Facilities 7-61 and 7-38
Beaufort County
To: Jim Lynch
Goldsboro Milling
P O Box 10009
Goldsboro, NC 27532
Patricia 1<. Harris
Director
I have conducted a review of the original designs of facilities 7-61 and 7-38. 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 ariimal waste management plan for facility 7-61, thus
making 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 above ground 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 owner, 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
Division of Soil and Water Conservation
943 Washington Square Mall
Washington, NC 27889
Telephone: [phone]
Fax Number: 252-975-3716
An Equal Opportunity Employer
LOCATION
943 Washington Square Mall
Washington, NC

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 continue to allow the facilities to function in
this manner: 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
know. I may be contactecfat 252-948-3900.
Sincerely,
William Carl Dunn, PE
DSWC Environment Engineer

James Allen Temporary (No treatment in this lagoon}
Top Dike Measurements
Length
Width
Area
Depth
Side Slope
----Bottem-Measurements
Length
Width
Area
Volume
Min 25 yr 24 hr storm
Length
Width
Area
Depth
Side Slope
254 ft
208 ft
52832 sq ft
3 :1
Mininum Treatment
Length
Width
Area
Depth
Side Slope
206.6 ft.
160.6 ft
33179.96 sq ft
. 3367 6.9.:003! c u ft
248 ft
202 ft
50096 sq ft
3 :1
Bottom Meas. (top of temp waste)
Length
Width
Area
Volume
242.732 ft
196.732 ft
47753.1518 sq ft
42951,7166 cu ft
.e2
Volume Checked by
Date -7-1&-1
•
206.6 ft
160.6 ft
33179.96 sq ft
• • p.ft
3 :1
Bottom Measurements
Length 206.6 ft
Width 160.6 ft
Area 33179.96 sq ft
Volume ••' cu ft
Structural Freeboard
Length 254 ft
Width 208 ft
Area 52832 sq ft
Depth
Side Slope .3 :1
Bottom Meas.
Length
Width
Area
Volume
APR 0 2 Z619
Mininum Temporary Waste
Length 242.732 ft
Width 196.732 ft
Area 47753.15182 sq ft
Depth 6.0*ft
Side Slope 3 :1
Bottom Meas. (top of permanent)
Length 206.6 ft
Width 160.6 ft
Area 33179.96 sq ft
Volume •s242379:2914cu ft
(top of 25yr 24 hr storm)
248 ft
202 ft
50096 sq ft
cu ft

James Allen Temporary (No treatment in this lagoon)
Top Dike Measurements
Length
Width
Area
Depth
Side Slope
Bottom Measurements
Length
Width
Area
Volume
Required for Treatment
0.67 cu ft per lb SSLW
No. of animals
weight per head
Total SSLW
Req. Treat Vol
Treatment Avail
Difference
must be >= 0
254 ft
208 ft
52832 sq ft
7.9 ft
3 :1
206.6 ft
160.6 ft
33179.96 sq ft
336789.008 cu ft
Treatment Volume Calculations
1050 head
433 lbs
454650 lbs
304615:5cu ft
0 cu ft
-304615.5 cu ft
All treatment is located in the adjacent treatment lagoon_
Mininum Treatment
Length 206.6 ft
Width 160.6 ft
Area 33179.96 sq ft
Depth 0 ft
Side Slope 3 :1
Bottom Measurements
Length 206.6 ft
Width 160.6 ft
Area 33179.96 sq ft
Volume 0 cu ft
Temporary Waste Storage Calculations
Temporary Waste
Days 171 days
gal/hdfday 7.2 gal
Required Vol :•:. 1292760:€gal
172828.877 cu ft
Rainfall -Evaporation
171 day rain
Drainage Area
10.8 in
52832 sq ft
Mininum Temporary Waste
Length 242.732 ft
Width 196.732 ft
Area 47753.15 sq ft
Depth 6.022 ft
Side Slope 3 :1
Bottom Meas. (top of permanent)
Length 206.6 ft

Required Vol 47548 8:cu ft Width 160.6 ft
From Permanent .57284, Area 33179.96 sq ft
Total Required : 277661.67:7.!cu ft
Available 242379.291 cu ft Volume 242379.3 ou ft
Difference -35282.386 cu ft
must be >= 0
_ h s_lagoo c_ontaias_9Z'i. y otanimai_waate.__The iagnon_alao Qntains Ehe_exc sus
171 day rainfall from the treatment lagoon as well as most of the 171 day rainfall
from this lagoon. A portion of the.171 day excess rainfall will be pumped to
to the Lea Alien 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 ''':.325'79;78.cu ft Area 50096 sq ft
From Permanent ;. .1tp3O cu ft Depth 0.878 ft
Required Vol .:,42909 73!cu ft Side Slope 3 :1
Available 42951.7166 cu ft Bottom Meas. (top of rainfall-evap)
Difference 41.98 cu ft
must be >= 0
Length 242.732 ft
Width 196.732 ft
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 perment lagoon.
Structural Freeboard Calculations
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
Bottom Meas. (top of 25yr 24 hr storm)
Length 248 ft
Width 202 ft
Area 50096 sq ft
Volume 51458 cu ft

Summary Of Volume Calculations
Total Available Capacity From Top of Dike
Total Available Depth From Top of Dike
Treatment Volume
Temmporary Waste Storage
25 yr 24 hr Rainfall Storage
Structural Freeboard
Start Pump Marker Reading
Stop Pump Marker Reading
Volume (cu ft) Volume Sum
0
242379.2914 242379.2914
42951.71663 285331.008
51458 336789.008
22 inches
Bottom
336789.01 cu ft
10 ft
Depth (ft) Depth Sum
0.00
6.02
0.88
1.00
The start pumping marker is lower for this lagoon than the adjacent permanent lagoon
because a portion of the 25124 storm from the adjacent lagoon is carried in this lagoon.
6.02
6.90
7.90

James Allen Permanent
Top Dike Measurements
Length
Width
Area
Depth
Side Slope
Bettern-Measur-ements
Length
Width
Area
Volume
Min 25 yr 24 hr storm
Length
Width
Area
Depth
Side Slope
Bottom Meas. (top of
Length
Width
Area
Volume
306 ft
208 ft
63648 so ft
715;ft
3 :1
261 ft
163 ft
42543 sq ft
395685cu ft
.
300 ft
202 ft
60600 so ft
o41'ft
:1
temp waste)
297.102 ft
199.102 ft
59153.6024 sq ft
.i2•6919:8189....r.cu
Mininum Treatment
Length 297.102 ft
Width 199.102 ft
Area 59.153:602 sq ft
Depth
Side Slope 3 :1
Bottom -Measurements
Length 261 ft
Width 163 ft
Area 42543 so ft
Volume 304647.1B.CLI ft
Structural Freeboard
Length 306 ft
Width 208 ft
Area 63648 sq ft.
Depth .ft
Side Slope 3 :1'
Bottom Meas. (top of 25yr 24 hr storm)
Length 300 ft
•
Width 202 ft
Area 60600 sq ft
Volume :62116: cu ft
Volume Checked by al/;LI -
Date 7 --16-15
Mininum Temporary Waste
Length
Width
Area
Depth
Side Slope
297.102 ft
199.102 ft
59153.6024 sq ft
• • • 0 ft
3 :1
Bottom Meas._(top_of_perrnanent)_
Length 297.102 ft
Width 199.102 ft
Area 59153.6024 sq ft
Volume

James Allen Permanent
Top Dike Measurements
Length
Width
Area
Depth
Side Slope
- Bottom Measurements
Length
Width
Area
Volume
Required for Treatment
0.67 cu ft per lb SSLW
No. of animals
weight per head
Total SSLW
Req. Treat Vol
306 ft
208 ft
63648 sq ft
7.5 ft
3 :1
261 ft
163 ft
42543 sq ft
395685 cu ft
Treatment Volume Calculations
1050 head
433 Ibs
454650 Ibs
304615 5 cu ft
Treatment Avail 304647.181 cu ft
Difference
must be >0
31.681091 cu ft
Mininum Treatment
Length
Width
Area
Depth
Side Slope
297.102 ft
199.102 ft
59153.6 sq ft
6.017 ft
3 :1
Bottom Measurements
Length 261 ft
Width 163 ft
Area 42543 sq ft
Volume 304647.2 cu ft
This lagoon contains all of the required treatrnent for 1050 animals
Temporary Waste
Days
gallhdlday
Required Vol
Rainfall -Evaporation
171 day rain
Drainage Area
Required Vol
Temporary Waste Storage Calculations
0 days
7.2 gal
- ©*gal
0 cu ft
10.8 in
63648 sq ft
57283:2 cu ft
Mininum Temporary Waste
Length 297.102 ft
Width 199.102 ft
Area 59153.6 sq ft
Depth 0 ft
Side Slope 3 :1
Bottom Meas. (top of permanent)
Length 297.102 ft
Width 199.102 ft
Area 59153.6 sq ft

Total Required 7283:2 ° cu ft
Available 0 cu ft Volume 0 cu ft
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
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 .:':392490;;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 28919.82 cu ft
A portion of the 25 yr 24 hr storm for this lagoon will be carried in the adjacent
temporary storage lagoon.
Structural Freeboard Calculations
Structural Freeboard
Freeboard Length 306 ft
Mininum required 1 ft Width 208 ft
Area 63648 sq ft
Available 1 ft Depth 1 ft
Side Slope 3 :1
Bottom Meas. (top of 25yr 24 hr storm)
Length 300 ft
Width 202 ft
Area 60600 sq ft
Volume 62118 cu ft
Summary Of Volume Calculations
Total Available Capacity From Top of Dike
Total Available Depth From Top of Dike
395685 cu ft
7.9 ft

Treatment Volume
Temmporary Waste Storage
25 yr 24 hr Rainfall Storage
Structural Freeboard
Start Pump Marker Reading
Stop Pump Marker Reading
Volume (cu ft) Volume Sum
304647.1811
0 304647.1811
28919.81891 333567
62118 395685
18 inches
18 inches
Depth (ft) Depth Sum
6.02
0.00
0.48
1.00
The transfer pipe will need to be set at 18 inches to allow a portion of the 25124 storm
to be carried into the adjacent temporary lagoon.
6.02
6.50
7.50

Lea Allen Temporary Lagoon (No Treatment In This Lagoon)
Top Dike Measurements
Length
Width
Area
Depth
Side Slope
Bottom -Measurements
Length
Width
Area
Volume
Min 25 yr 24 hr storm
Length
Width
Area
Depth
Side Slope
380 ft
213 ft
80940 sq ft
3 :1
335.8 ft
169.8 ft
57188.64 sq ft
495.9.20,51.6 cu ft
374 ft
207 ft
77418. sq ft
• ft
• 3 :1
Bottom Meas. (top of temp waste)
Length 370.07 ft
Width 203.07 ft
Area 75150.1149 sq ft
Volume ..-.499p4,37.161cu ft
•
afe--;41.
Volume Checked by
Date
Length
Width
Area
Depth
Side Slope
Mininum Treatment
Length
Width
Area
Depth
Side Slope
336.8 ft
169.8 ft
57188.64.sq ft
3 :1
Bottom Meas_uraments
Length
Width
Area
Volume
336.8 ft
169.8 ft
57188.64 sq ft
cu ft
Structural Freeboard
380 ft
213 ft
80940 sq ft
1..ft
••
3 :1
Bottom Meas. (top of 25yr 24 hr storm)
Length 374 ft
Width 207 ft
Area 77418 sq ft
Volume ; cu ft
Width
Area
Depth
Side Slope
Mininum Temporary Waste
Length 370.07 ft
203.07 ft
75150.1149 sq ft
.,5.54§; ft
3 :1
Bottom Meas. (top of permanent)
Length 336.8 ft
Width 169.8 ft
Area 57188.64 sq ft
Volume • 3e509,2444;cu ft

Lea Allen Temporary Lagoon (No Treatment In This Lagoon)
Top Dike Measurements
Length
Width
Area
Depth
Side Slope
Bottom Measurements
Length
Width
Area
Volume
Required for Treatment
0.67 cu ft per lb SSLW
No. of animals
weight per head
Total SSLW
Req. Treat Vol
Treatment Avail
Difference
must be >= 0
380 ft
213 ft
80940 sq ft
7.2 ft
3 :1
336.8 ft
169.8 ft
57188.64 sq ft
495023.616 cu ft
Treatment Volume Calculations
1350 head
433 lbs
584550 Ibs
391648:.5: cu ft
4 cu ft
-391648.5 cu ft
All treatment is located in the adjacent treatment lagoon.
Temporary Waste
Days
gal/hdiday
Required Vol
Rainfall -Evaporation
171 day rain
Drainage Area
Mininum Treatment
Length
Width
Area
Depth
Side Slope
336.8 ft
169.8 ft
57188.64 sq ft
Oft
3 :1
Bottom Measurements
Length 336.8 ft
Width 169.8 ft
Area 57188.64 sq ft
Volume 0 cu ft
Temporary Waste Storage Calculations
171 days
7.2 gal
1662120 gal
222208.556 cu.ft
10.8 in
80940 sq ft
Length
Width
Area
Depth
Side Slope
Mininum Temporary Waste
370.07 ft
203.07 ft
75150.11 sq ft
5.545 ft
3 :1
Bottom Meas. (top of permanent)
Length 336.8 ft t

Required Vol
From Permanent
From J Allen Lagoon
Total Required
Available
Difference
rnust be >= 0
72846: cu ft
:•3471.9
:35283:.cu ft
.365056"38. cu ft
365886.24. cu ft
829.69 cu ft
Width 169.8 ft
Area 57188.64 sq ft
Volume 365886.2 cu ft
Tmporaryr waste_inciu_dles t7 cl_ay_s of animal waste and 171 days of excess rainfall.
Excess rainfall includes a portion from the adjacent permanent lagoon and a portion
from the temporary lagoon located at the James Alien facility as well as its own portion.
rainfall
Drainage Area
rainfall
Required Vol
Available
Difference
must be >= 0
25 Year 24 Hour Storm Volume Calculations
7.4 in
80940 sq ft
49913.00 ou ft
490'3.{05: cu ft
49964.3716 cu ft
51.37 cu ft
25/24 storm volume is from this lagoon only.
Freeboard
Mininurn required
Available
Width
Area
Depth
Side Slope
Min 25 yr 24 hr storm
Length 374 ft
207 ft
77418 sq ft
0.655 ft
3 :1
Bottom Meas. (top of rainfall-evap)
Length 370,07 ft
Width 203.07 ft
Area 75150.11 sq ft
Volume 49964.37 cu ft
Structural Freeboard Calculations
1ft
1 ft
Structural Freeboard
Length
Width
Area
Depth
Side Slope
380 ft
213 ft
80940 sq ft
1ft
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
Total Available Depth From Top of Dike
Treatment Volume
Temmporary Waste Storage
26 yr 24 hr Rainfall Storage
Structural Freeboard
Start Pump Marker Reading
Stop Pump Marker Reading
Volume (cu ft)
0
365886.2444
49964.37156
79173
Volume Sum
365886.2444
415850.616
495023.616
20 inches
Bottom
495023,62 cu ft
7.2 ft
Depth (ft) Depth Sum
0.00
5.55
0.66
1.00
5.55
6.20
7.20

Lea Alden Permanent (Lagoon contains some temporary waste)
Top Dike Measurements
Length
Width
Area
Depth
Side Slope
----Bottom-Measurements
Length
Width
Area
Volume
Min 25 yr 24 hr storm
Length
Width
Area
Depth
Side Slope
399 ft
208 ft
82992 sq ft
:'.g:2' ft
3 :1
349.8 ft
158.8 ft
55548.24 sq ft
.504706776 cu ft
393 ft
202 ft
79386 sq ft
rv;�0:fi55=ft
3 :1
Bottom Meas. (top of temp waste)
Length 389.07 ft
Width 198.07 ft
Area 77063.0949 sq ft
Volume
51,23.5;3925.. cu ft
Volume Checked by
Date 7'
Area
Depth
Side Slope
Mininum Treatment
Length
Width
Area
Depth
Side Slope
385.92 ft
194.92 ft
75223.526 sq ft
3 :1
Bottom -Measurements
Length 349.8 fit
Width 158.8 ft
Area 55548.24 sq ft
Volume 392314.•01', cu ft
Structural Freeboard
Length 399 ft
Width 208 ft
82992 sq ft
.1-ft
3 :1
Mininum Temporary Waste
Length
Width
Area
Depth
Side Slope
Bottor_n_Meas.
Length
Width
Area
Volume
Bottom Meas. (top of 25yr 24 hr storm)
Length 393 ft
Width 202 ft
Area 79386 sq ft
Volume ::.-81183: cu ft
389.07 ft
198.07 ft
77063.0949 sq ft
0:525" ft
3 :1
-(top_o._perman_eot)
385.92 ft
194.92 ft
75223.5264 sq ft
39974.30987, cu ft

Lea Allen Permanent (Lagoon contains some temporary waste)
Top Dike Measurements
Length
Width
Area
Depth
Side Slope
Bottom Measurements
Length
Width
Area
Volume
Required for Treatment
0.67 cu ft per lb SSLW
No. of animals
weight per head
Total SSLW
Req. Treat Vol
Total Required
Treatment Avail
Difference
must be >= 0
399 ft
208 ft
82992 sq ft
8.2 ft
3 :1
349.8 ft
158.8 ft
55648.24 sq ft
564706.776 cu ft
Treatment Volume Calculations
1350 head
433 Ibs
584550 Ibs
°. .391648;5•
-cu ft
391648.5.
392314.014 cu ft
665.513616 cu ft
Mininum Treatment
Length
Width
Area
Depth
Side Slope
385.92 ft
194.92 ft
75223.53 sq ft
6.02 ft
3 :1
Bottom Measurements
Length 349.8 ft
Width 158.8 ft
Area 55548.24 sq ft
Volume 392314 cu ft
This lagoon contains all of the required treatment for 1350 animals
Temporary Waste
Days
gal/hd/day
Required Voi
Rainfall -Evaporation
171 day rain
Drainage Area
Required Vol
Temporary Waste Storage Calculations
Mininum Temporary Waste
- 0 days
7.2 gal
gal
0 cu ft
10.8 in
82992 sq ft
74692.8 : cu ft
Length
Width
Area
Depth
Side Slope
389.07 ft
198:07 ft
77063.09 sq ft
0.525 ft
3 :1
Bottom Meas. (top of permanent)
Length 385.92 ft
Width 194.92 ft
Area 75223.53 sq ft

Total Required 74692..8:cu ft
Available 39974.3699 cu ft
Difference -34718.43 cu ft
must be >= 0
Volume 39974.37 cu ft
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 remainder to 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 51178.40 cu ft Area 79386 sq ft
Depth 0.655 ft
Required Vol • .: 511:78 40 cu ft Side Slope 3 :1
Available 51235.3925 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
25124 storm volume is from this lagoon only.
Freeboard
Mininum required
Available
Volume 51236.39 cu ft
Structural Freeboard Calculations
1ft
1 ft
'•': r
APR 0 2 2019
Structural Freeboard
Length 399 ft
Width 208 ft
Area 82992 sq ft
Depth 1 ft
Side Slope 3 :1
Bottom Meas. (top of 25yr 24 hr storm)
Length 393 ft
Width 202 ft
Area 79386 sq ft
Volume 81183 cu ft
Summary Of Volume Calculations
Total Available Capacity From Top of Dike
Total Available Depth From Top of Dike
564706.78 cu ft
8.2 ft

Treatment Volume
Temmporary Waste Storage
25 yr 24 hr Rainfall Storage
Structural Freeboard
Start Pump Marker Reading
Stop Pump Marker Reading
By setting the transfer pipe at 26
temporary lagoon even though a
Volume (cu ft) Volume Sum
392314.0136
39974.36987 432288.383
51235.39251 483523.776
81183 564706.776
20 inches
Transfer at 26 inches
Depth (ft) Depth Sum
6.02
0.53
0.66
1.00
6.55
7.20
8.20
inches, all of the pumping for this farm can be done though the
small portion of the temporary waste is carried in this la€go►on.

EMERGENCY ACTION PLAN
PHONE NUMBERS
DWQ
EMERGENCY MANAGEMENT SYSTEM
SWCD
NRCS
242-4'i6-010!
1y2-a -6.7413
046- 4018R
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 primp.
c. Close valves to eliminate further discharge.
d. Repair all leaks prior to restarting pumps.
1 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 2-621d66ttekfter 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"1:41
c. Instruct EMS to contact local Health Department.
d. Contact CES, phone numberi°:44-°,11ocal SWCD office phone number - - , and
local NRCS office for advice/technical assistance phone number `-6 PP
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 (NRCS, Consulting Engineer, etc.)
a. Name: ( 14 FAT" 1M 1 j /cif
b. Phone: [phone]C giq_ZZZ_ yf.74 l
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:
Name of Farm: fa N&0 F-M7-1 4
Owner(s) Name: I'LM YuwGo r4iam4 i-V.
Permit No: PrW5 070030
Facility No: 07 -- 38
Mailing Address: _ 74. EOx %ODOg 60l44e•Olzp, NC 27532.
Farm Location:
Latitude and Longitude: 35, b401
Phone No: 414-170-313d
County Farm is located in: >WAMPOtzT
/ 76.6542
Integrator: X WW I-1- F081 Ut-
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. of Aniirzals
o Wean to Feeder
o Feeder to Finish
%Farrow to Wean
o Farrow to Feeder
o Farrow to Finish
o Gilts
o Boars
Type ofPoultry No. of Animals Type of Dairy No. of Animals
o Layer o Milking
o Non -Layer o Dry _
Type of Beef No. of Animals o Heifers
o Brood o Calves
o Feeders
o Stockers
Other Type of Livestock.
Number of Animals:
Expanding Operation Only
Previous Design Capacity: Additional Design Capacity:
Total Design Capacity:
Acreage Available for Application: 26 Required Acreage: cill>'-
Number of waste structures: Total Capacity: 1,142, Sett Cubic Feet (ft3)
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)
***************** k******************************************************************
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 (NRCS). 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, -1114 fuu60 FAi4 LLG
Signature: (I141- Pc A Date: l2/C /
Name of Mat/ager (if different from owner):
Signature: Date:
AWC - September 18, 2006 1

D). Application and Handling, Equipment
Check the appropriate box
Existinf_ or expanding facilin with existinc waste application equipment (WUP or I)
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. expanded, or e)dsting, facilitywithout existing waste application equipment for spray irriation. (1)
Anneal 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 existing facility without existing waste application equipment for land spreadine not usinz spray
irrieation. (WUP or I)
Anneal 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 tiu ' of applications
has been established; required buffers can be maintained; calibration and adjustment gui c¢eWct : ed as part
of the plan). `<ti9¢t,� �a
Name of Technical Specialist (Please Print: Urn 1 I ' L y yli
Affiliation JAN( V' 11 f c c s L L C
Cc iesGorc fJC 275�32
Address (Agency): PG fax (000i
Signature: i '�1 %
Date Work Co
Phon
Date:
E) Odor Control. Insect Control. Mortality Management and Emer2eno Action Plan i SD.
SI. WUP. RC or 1)
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): Gee la
Affiliation NAo0 4 2 se -A Faye 1°104 L, L4.C, Date Work Completed: 06 De.2oab
Address (Agency): 12- SFr'ON) L-Prma w / ✓eL4 ? JC 2a181
Signature:
Phone No.: 528
Date: 06t .2oi6
F) Written Notice of New or xpanding Swine Farm
The following signature block is only to be used for new or expanding swine farms that begin construction after June
21, 1996. If the facility was built before June 21, 1996, when was it constructed or last expanded C I N A ; 4 7 6
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 Mortality Mana ement ( SD. SI, WUP, RC or I)
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): 6Eoxz6e (-1 • Ktiv
Affiliation r-loo 12 C v'tt2ofs)t4ohkrAt, 1-4G Date Work Completed: o6 (> 20(6
Address (Agency): 12 AztiliPTD14 !Ade i vm-F) NG UW37 Phone No.: alb-7S -33q5
Signature:
tWC .J Date: nb t 1ci&
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

CONFIGURATION (BOTH PIVOTS)
5 — 205' SPAN
1 — 160' SPAN
64' OVERHANG
100' GUN
18' CLEARANCE BETWEEN END OF BOOM OVERHANGS
500 1000 1500
_. 2- 75 efocj- zones
F.�rsl/yc
�j = 'f .5Jr Acres wci}e�
P 2 = 'i6.55 acres we-t}ed
Dec ink Crh;m4 Wa5-Fe q?f c1# 1n, tie •+I��
Thd j.n nor }I,z oVe.h4vj boam ,S I, )1 tc dyed
91785

Steve Troxier
Commissioner
North Carolina Department of Agriculture
and Consumer Services
Agricultural Services
Dr. Alexander M.
"Sandy" Stewart
Assisomi commissioner
October 4, 2018
To Whom It May Concern,
As a follow-up to an email from me to Michael Shepherd of the Soil and Water Conservation Division of NCDA&CS
on October 2,, 2018, there have been several requests to place that communication on letterhead.
Considering recent information provided below by our Regional Agronomists, we are supportive of extending the
spraying/application window up to October 2Dth 20113.
This type of an extension is not unprecedented. In 2015 and 2016.extensions such as these were granted after
extended periods of wet weather and Hurricane Matthew.
Bermuda is by far the best crop to apply nutrients to now. It is still actively growing, utilizing nutrients, and can
still be harvested thus removing the nutrients applied. it is my opinion that a statewide pumping window
extension should be granted until October 20, 2018 for bermuda. Bermuda will continue to actively grow and
utilize nutrients if the soil temperature stays above 65 degrees Fahrenheit. As mean ambient temperature dips
below 60 degrees Fahrenheit growth will start to slow after several days. Dormancy will set in once mean
ambient temperature reaches 50 degrees Fahrenheit for an extended period. If we look at the long-range
forecast for Raleigh, mean ambient ternperature only falls below 60 degrees Fahrenheit for one night prior to
October 20th. Therefore, soil temperature should also remain adequate for growth and development of bermuda
providing for nutrient uptake over the next 20 days. Stopping on the 20th wilt allow for timely harvest and
adequate regrowth before heading into the winter months.
A copy of this ern ii should be maintained inthe files of ail operations choosing to extend the spraying/application
window.
Please let me know if you have any questions.
Alexander M. "Sandy" Stewart, Ph.D.
Assistant Commissioner
Attachment October 2, 2018 e
E-mail: Sanciy.Sanencagr.gov
1001 MA Service Center, Raleigh, North Carolina. 27699-1001 [phone] 44 Fax [phone]
An Equal Opporitinky Employer

Source
Farmstead
Animal body surfaces
Cause
• Swine production
Swine Farm Waste Management Odor Control Checklist
BMPs to Minimize Odor
El Vegetative or wooded buffers;
f3 Recommended best management practices;
O' Good judgrttent and common sense
• Dirty manure -covered animals
O' Dry floors
Floor surfaces
• Wet manure -covered floors
Manure collection pits
• Urine;
• Partial microbi i1 decomposition
f3 Slotted floors;
g' Waterers located over slotted:floors;
❑ Feeders at high end of solid floors;
t1' Scrape manure buildup from floors;
❑ Underfloor ventilation for drying
O Frequent manure removal by, flush, pit recharge,
or scrape;
O Underfloor ventilation
Ventilation exhaust fans
Indoor surfaces
Flush tanks
• Volatile gases;
Dust
CI' Fan maintenance;
Ur Efficient air movement
Site Specific Practices
• Dust
O Washdown between groups of animals;
Er Feed additives;
O Feeder covers;
Q' Feed deliVery downspout extenders to feeder
*evens' —
• Agitation of recycled lagoon
liquid while tanks are filling
Flush alleys
Pit recharge points
Lift stations
• Agitation during wastewater
conveyance
• Agitation of recycled lagoon
liquid while pits are filling
• Agitation during sump tank
filling and dra'vdown
O Flush tank covers;
O' Extend fill lines to near bottim of tanks with
anti -siphon vents
O Underfloor flush with underfloor ventilation
C;' Extend recharge lines to near bottom of pits
with anti=,siphon vents
O Sump tank covers
Outside drain collection • Agitation during wastewater
or junction boxes conveyance
O Box covers
6.1
CG
Q
r

Source
End of drainpipes at
lagoon
Lagoon surfaces
Cause
• Agitation during wastewater
conveyance
13MPs to Minimize Odor
0 Extend discharge point of pipes underneath
lagoon liquid level
Site Specific Practices
• Volatile gas emissions;
• Biological mix ng;
• Agitation
(W' Proper lagoon liquid capacity;
lid'' Correct lagoon startup procedures;
f ' Minimum surface area -to -volume ratio;
l ' Minimum agitation when.pumping;
O Mechanical aeration;
El Proven biological
Irrigation sprinkler
nozzles
• High pressure agitation;
• Wind drift
Er Irrigate on dry days with little or no wind;
t ' Minimum recommended operating pressure;
Er Pump intake near lagoon liquid surface;
O Pump frgm second -stage lagoon
Storage tank or basin
surface
• Partial microbial decomposition;
•
• Agitation whet emptying
Mixing while frilling;
Settling basin surface
Manure, slurry or sludge
spreader outlets
• Partial microbal decomposition;
• Mixing while Milling;
• Agitation wheh emptying
• Agitation wheh spreading;
• Volatile gas emissions
0
Bottom dr midlevel loading;
Tank co ers;
Basin surface mats of solids;
•
Proven biological additives or oxidants
Extend drainpipe outlets underneath liquid
level;
Removelsettled solids regularly
0 Soil injection of slurry/sludges;
O Wash residual manure from spreader after use;
O Proven biological additives or oxidants
Uncovered manure,
slurry or sludge on field
surfaces
Dead animals
• Volatile gas emissions while
drying
O Soil injection of slurry/sludges
O Soil incorporation within 48 hrs.;
O Spread inthinuniform layers for rapid drying;
O Proven biological additives or oxidants
• Carcass decomposition
Dead animal disposal
pits
Incinerators
• Carcass decomposition
Et Proper disposition of carcasses
O Complete' covering of carcasses in burial pits;
O Proper loeation/construction of disposal pits
• Incomplete cdmbustion
O SecondarY stack burners
_ b__ 1 1 199 Page 4
I�l4t� `{tit(JVErnl7Cl l 1 , 1 7su, . b••

Source
Standing water around
facilities
OFF -
Cease
• Improper drainage;
• Microbial decomposition of
organic matter
Manure tracked onto
public roads from farm
access
Additional Information :
Swine Manure Management ; 0200 RuleSt1P Packet
Swine Production Farm Potential Odor Sourclles and Remedies ; EBAE Fact Sheet
Swine Production Facility Manure Management: Pit Recharge - Lagoon Treatment ; EBAE 128-88
Swine Production Facility Manure Managemnt: Underfloor Flush - Lagoon Treatment ; EBAE 129-88
Lagoon Design and Management for Livestock Manure Treatment and Storage ; BAE 103-83
Calibration of Manure and Wastewater Application Equipment ; EBAE Fact Sh et
Controlling Odors from Swine Buildings ; P1H-33
Environmental Assurance Program ; NPPC Manual
Options for Managing Odor ; a report from the Swine Odor Task Force
Nuisance Concerns in Animal Manure Management: Odors and Flies ; PRO107,,1995 Conference Proceedings
BMPs to Minimize Odor
Cr Grade and landscape such that water drains
away from facilities
• Poorly maintained access roads IT Farm access road maintenance
Site Specific Practices
Available From :
NCSU, County Extension Center
NCSU -BAE
NCSU - BAE
NCSU - BAE
NCSU - BAE
NCSU - BAE
NCSU -'Swine Extension
NCIPork Producers Assoc
NCSU Agri Communications
Florida Cooperative Extension
AMOC - November 11, 1996, Page 5

ortatity anagement V""ethods
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
death. The burial must be at least 300 feet
(G.S.106-403). The bottom of the burial pit
high water table. Attach burial location map
Version —November 26, 2018
ground within 24 hours of knowledge of animal
from any flowing stream or public body of water
should be at least one foot above the seasonal
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 measures for disposal according to G.S. 106-399.4.
ature
Poi
of Fa
r arr% Owner/Manager
Sigechnical Specialist
3/1/I9
Date
3!18/1
Date