820711_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: 82-0711
Certificate Of Coverage Number:
2.
Facility Name: — psolot grw k
Farms
3.
Landowner's Name (same as on the Waste Management Plan):
Henry E Moore
4.
Landowner's Mailing Address: PO Box 646
City: Clinton g102fy 227.7 State:
NC
Telephone Number: nj 5"" ^"' E-mail:
hen abobcatfarms.com
5.
Facility's Physical Address: 2540 Bobcat Ln
City: Rose Hill State:
NC
6.
County where Facility is located: Sampson
7.
Farm Manager's Name (if different from Landowner):
Douolas A Williams
8.
Farm Manager's telephone number (include area code):
910-532-4338 Ext.
9.
Integrator's Name (if there is not an Integrator, write "None"):
Goldsboro Millin , Companv
10.
Operator Name (OIC): Dou,,las A. Williams
Phone No.: 910-532-4338
11. Lessee's Name (if there is not a Lessee, write "None"): None,
12. Indicate animal operation type and number:
Current Permit: Onerations Tvne
Swine - Feeder to Finish
Operation Types:
Swine
Cattle
Wean to Finish
Dairy Calf
Wean to Feeder
Dairy Heifer
Farrow to Finish
Milk Cow
Feeder to Finish
Dry Cow
Farrow to Wean
Beef Stocker Calf
Farrow to Feeder
Beef Feeder
Boar/Stud
Beef Broad Cow
Gilts
Other
Other
Allowable Count
8,800
AWS820711
Zip: 28329
Zip: 28458
OIC #: 17931
Dry Poultry
Other Types
Non Laying Chickens
Horses - Horses
Laying Chickens
Horses - Other
Pullets
Sheep- Sheep
Turkeys
Sheep - Other
Turkey Pullet
Wet Poultr%
Non Laying Pullet
Layers

a��� ter• %R 1
ROY COOPER 1
MICHAEL S. REGAN
Secretc]ry
LINDA CULPEPPER NORTH CAROLINA
T trreuor Environmental Quality
Henry E Moore �o4A�rezllc
Henry Moore Farm
PO Box 646
Clinton, NC 28329
Subject: Application for Renewal of Coverage for Expiring State General Permit
Dear Permittee:
February 27, 2019
Im
WR
APR 0 4 ZM
Wew,auzAy
lRegione10Pe
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 hips:Hdea.nc.p-ov/about/divisions/water-resources/water-qualityy-regional-operations/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 your continued coverage under the State Non -Discharge General Permits. you must submit an application for
Permit coverage to the Division. Enclosed You will find a "Request for Certificate of Coverage Facility CurrentIN Covered by an
Expiring State Non -Discharge General Permit." The application form must be completed signed and returned by Aril 1, 2019
Please note that you must include one (1)coy of the Certified Animal Waste Mana ement Plan CAWMP with the
completed and siened application form. A list of items included in the CAWMP can be found on pane 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 $25,000 per day.
If you have any questions about the State Non -Discharge General Permits, the enclosed application, or any related matter please feel
free to contact the Animal Feeding Operations Branch staff at 919-707-9100.
Sincerely,
Jon Risgaard, Section Chief
Animal Feeding Operations and Groundwater Section
Enclosures
cc (w/o enclosures): Fayetteville Regional Office, Water Quality Regional Operations Section
Sampson County Soil and Water Conservation District
AFOG Section Central Files - AWS820711
Goldsboro Millintr Company
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� �12 N. SA sbun� fit. � 1�$c has �crti � Ceat_ € � ass e 5 , h7o€ti; C2€�^� na 27�f?'9-1S3£
9le, 707 X,3

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)
7, Sl % yjt)
Z y6, "A-
26.00
1
174,240.00
Mail one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed application
as required by NC General Statutes 143-215.1OC(d) to the address below.
The CAWMP must include the following components:
1. The most recent Waste Utilization Plan (WUP), signed bl 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: [e-mail]

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: A'a , W ' II -6 �f Title: /,/,C., ccys' ,/L<-/,.
Signature: .fly Date:
Name: 6 l J/ .
iur
Signature:1 ♦ 1 Il'� I QI% • •
Name:
Signature:
Title:
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

FARM: Bad Branch Farms
LOCATION: PO Box 1101
Clinton, NC 28329
TELEPHONE: [phone]
TYPE OPERATION: Feeder - Finish
NUMBER OF ANIMALS: 8800
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 the 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 content 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 available water holding capacities.
Normally waste shall not be applied to land eroding at greater than 5 tons per acre per
year. With special precautions, 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 ion 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
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.
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 analysis.
This waste utilization plan, if carried out, meets the requirements for compliance with
15A NCAC 21-1.0217 adopted by the Environmental Management Commission.
Page 1

WASTE UTILIZATION PLAN
Amount of Waste Produced PPE Year (gallons,, tons, etc.)
8800 animals X 1�. (tons) waste/animal/year = 16,720.0 (amt.) waste/year.
Amount of Plant Available Nitrogen (PAN) Produced Per Year
8800 animals X 22. lbs. PAN/animal/year = 20,240.0 lbs. PAN/year. (PAN from N.C. Tech.
Guide Std. 633)
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
and surface application:
Table 1: ACRES OWNED BY PRODUCER
Tract
Field
Soil
Crop
Lbs. N
Acres
Lbs. N Month of
#
No.
Type
Per Acre
Utilized Applicatioi
Bobcat
1
WaB
Bermuda(G)
235
53.83
12650 March - Sept.
Bobcat
2
WaB
Corn
75
24.08
1806 March - Sept.
Bobcat
2
WaB
Rye
100
24.08
2408 Sept. - april
Bobcat J
3
WaB
Bermuda(()
2 35J
10.14
23831 March -Sept.
Bobcat 3 WaB Small Grain 1 501 63.97 r 31991 Sept. -
Total 1 88.051 22.014.00
*This N is from animal .waste only. If nutrients from other sources such as commercial
fertilizer are applied, they must be accounted for. N must be based on realistic yield
expectation
NOTE: The applicator is cautioned that P and K may be over applied while meeting the N
requirements. Beginning in 1996 the Coastal Zone Management Act will require farmers in
some eastern counties of North Carolina to have a nutrient management plan that addresses
all nutrients. This plan only addresses Nitrogen.
Page 2

WASTE UTILIZATION PLAN
Table 2. ACRES WITH AGREEMENT OR LONG TERM LEASE
(Agreement with adjacent landowner must be attached)
(Required only if operator does not own
adequate land [see Required Specification 2])
Tract Field Soil Crop Lbs. N Acres Lbs. N Month of
* See footnote for Table 1.
Totals from above Tables
Acres Lbs. N
Utilized
Table 1 88.05Q22,0114.00
Table 2
Total 88.05Amount of N Produced Surplus or Deficit
NOTE: The Waste Utilization Plan must contain provisions for periodic land
application of sludge at agronomic rates. The sludge will be nutrient rich and will
require precautionary measures to prevent over application of nutrient or other
elements.
Page 3 !f

WASTE UTILIZATION PLAN
See attached map showing the fields to be used for the utilization of waste water.
Application of Waste by Irrigation
Field Soil Type Crop Application Application
ni„
THIS TABLE IS NOT NEEDED IF WASTE IS NOT BEING APPLIED BY IRRIGATION,
HOWEVER A SIMILAR TABLE WILL BE NEEDED FOR DRY LITTER OR SLURRY.
Your facility is designed for 180 days of temporary storage and the temporary
storage must be removed on the average of once every 6 Months. In no
instance should the volume of waste being stored in your structure exceed
Elevation *see lagoon design.
Call the local Natural Resources Conservation Service (formerly Soil
Conservation Service) or Soil and Water Conservation District office after you
receive the waste analysis report for assistance in determining the amount per
acre to apply and the proper application rate prior to applying the waste.
Narrative of operation:
Acres shown are irrigated acres. Overseeding of bermuda is optional
Page 4

WASTE UMIZAT6ON PLAN
REQUIRED SPECIFICATIONS
1 Animal waste shall not reach surface waters of the state by runoff, drift, manmade
conveyances, direct application, or direct discharge during operation or land
application. Any discharge of waste which reaches surface water is prohibited.
2 There must be documentation in the design folder that the producer either owns or
has and agreement for use of adequate land on which to properly dispose of waste,
he/she shall provide a copy of an agreement with a landowner who is within a
reasonable proximity, allowing him/her the use of the land for waste application. It
is the responsibility of the owner of the facility to secure an update of the Waste
Utilization Plan when there is a change in the operation, increase in the number of
animals, method of utilization, or available land.
3 Animal waste shall be applied to meet, but not exceed, the nitrogen needs for
realistic crop yields based on soil type, available moisture, historical data, climatic
conditions, and level of management, unless there are regulations that restrict the
rate of application for other nutrients.
4 Animal waste shall be applied to land eroding less than 5 tons per acre per year.
Waste may be applied to land that is eroding at 5 or more tons, but less than 10
tons per acre per year providing grass filter strips are installed where runoff leaves
the field. (See FOTG Standard 393 - Filter Strip).
5 Odors can be reduced by injecting the waste or disking after waste application,.
Waste should not be applied when there is danger of drift from the irrigation field.
6 When animal waste is to be applied on acres subject to flooding, it will be soil
incorporated on conventionally tilled cropland. When applied to conservation tilled
crops or grassland, the waste may be broadcast provided the application does not
occur during a season prone to flooding. (See "Weather and Climate in North
Carolina" for guidance..)
7 Liquid waste shall be applied at rates not to exceed the soil infiltration rate such that
runoff does not occur offsite or to surface waters and in a method which does not
cause drift from the site during application. No ponding should occur in order to
control odor or flies.
8 Animal waste shall not be applied to saturated soils, during rainfall events, or when
the surface is frozen.
Pages

WASTE UTILIZATION PLAN
REQUIRED SPECIFICATIONS
(continued)
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. The potential
for salt damage from animal waste should also be considered.
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 wither cover crop planted to take up
released nutrients. Waste shall not be applied more than 30 days prior to planting
of the crop or forages breaking dormancy.
11 Any new swine facility sited on or after October 1, 1995 shall comply with the
following: The outer perimeter of the land area onto which waste is applied from a
lagoon that is a component of a swine. farm shall be at least 50 feet from any
residential property boundary and from any perennial stream or river (other than an
irrigation ditch or canal. Animal waste other than swine waste from facilities sited
on or after October 1, 1995), shall not be applied closer than 25 feet to perennial
waters. (See Standard 393 - Filter Strips)..
12 Animal waste shall not be applied closer than 100 feet to wells.
13 Animal waste shall not be applied closer than 200 feet of dwellings other than those
owned by the landowner.
14 Waste shall be applied in a manner no to reach other property and public right -of
ways.
15 Animal waste shall not be discharged into surface waters, drainageways, or
wetlands by a discharge or by over -spraying. Animal waste may be applied to prior
converted wetlands provided they have been approved as a land application site by
prior converted wetlands provided they have been approved as a land application site by
a "technical specialist'. Animal waste shall not be applied on grassed waterways
that discharge directly into water courses, and on other grassed waterways, waste
shall be applied at agronomic rates in a manner that causes no runoff or drift from
the site.
16 Domestic and industrial waste from washdown facilities, showers, toilets, sinks, etc.,
shall not be discharged into the animal waste management system.
17 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.
Page-6

18 Waste hackling 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.
19 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 is should only be applied perplant with no further applications
of animal waste during the crop season.
20 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 markers. A marker will be
required to mark the maximum storage volume for waste storage ponds.
21 Waste shall be tested within 69 days of utilization and soil shall be tested at least
annually at crop sites where waste products are applied. Nitrogen shall be the rate -
determining element. Zinc and copper levels in the soils shall be monitored and
alternative crop sites shall be used when these metals approach excessive levels.
pH shall be adjusted for optimum crop production and maintained. Soil and waste
analysis records shall be kept for five years. Poultry dry waste application records
shall be maintained for three (3) years. Waste application records for all other
waste shall be maintained for five (5) years.
22 Dead animals will be disposed of in a manner that meets North Carolina
regulations.
Page 7

WASTE UTILIZATION PLAN
WASTE UTILIZATION PLAN AGREEMENT
Name of Farm: Bad Branch Finishers
Owner/ Manager Agreement
I (we) understand and will follow and implement the specifications and the operation
and maintenance procedures established 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 storage system or construction of new facilities will
require a new certification to be submitted to the Division of Environment Management
(DEM) before the new animals are stocked. I (we) also understand that there must be
no discharge of animal waste from this system to surface waters of the state from a
storm event less severe than the 25-year, 24-Hour storm. The approved plan will be
filed on -site at the farm office and at the office of the local Soil and Water Conservation
District and will be available for review by DEM upon request.
Name of Facility Owner: James B. Rouse
(please print)
_ - a
Signature:'
Name of Manager (If different from owner):
Signature:_
Date:
Name of Technical Specialist: (please print) : Kraig Westerbeek
Affiliation: Private
Address (Agency): 1635 W. Wards Bridge Rd.
Warsaw, NC 28398
Signatur
Page 8

Sheet1
IRRIGATION SYSTEM DESIGN PARAMETERS
Landowner/Operator Name: Bad Branch Finishers County: Sampson
Address: PO Box 1101
Clinton, NC 28329 Date: 4/26/99
Telephone: [phone]
Table 1 - Field Specifications
Approximate
Maximum
Maximum
Maximum
Application
Useable Size
Application
per Irrigation
Field
of Field
Rate
Cycle
Number
(acres) Soil Type
Slope %
Crop(s)
(In/hr)
(.inches) Comments
1
53.83 WaB
<5
Bermuda
0.6
0.75 Pulls 1-11
2
24.08 WaB
<5
Corn,R a
0.6
0.75 Pulls 12-15
3
10.14 WaB
<5
Bermuda
0.6
0.75 Pulls 16,17

Sheet2
TABLE 2 - Travelling Irrigation Gun Settings
Make, Model and Type of Equipment:
Field No.
Travel
Application
TRAVEL
LANE
Wetted
Nozzle
Operating Operating
and
Speed
Rate
Effective
Effective
Diameter
Diameter
Pressure Pressure Arc
Hvdrant No.
(ft/min)
(in/hr.)
Width(ft.)
Len th(ft)
(feet)
Inches
at Gun psi? at reel(psii Pattern Comments -Acres per pull
F1,H1
2.41
0.56
228
1066
315
1.18
60 117 220 5.58
F1,H2
2.41
0.56
220
1066
315
1.18
60 117 220 5.38
F1,H3
2.01
0.41
240
1066
315
1.18
60 117 300 5.87
F1,H4
2.01
0.41
240
1066
315
1.18
60 117 300 5.87
F1,H5
2.01
0.41
240
1066
315
1.18
60 117 300 5.87
F1,H6
2.01
0.41
240
1066
315
1.18
60 117 300 5.87
F1,H7
2.01
0.41
240
1066
315
1.18
60 117 300 5.87
F1,H8
2.01
0.41
246
1066
315
1.18
60 117 300 6.02
F1,H9
2.01
0.41
240
1010
315
1.18
60 117 300 5.56
F1,H10
4.01
0.69
120
392
315
1.18
60 117 180 1.08
F1,H11
4.01
0.69
120
311
315
1.18
60 117 80 0.86
F2,H12
2.01
0.41
246
1066
315
1.18
60 117 300 6.02
F2,H13
2.01
0.41
246
1066
315
1.18
60 117 220 6.02
F2,H14
2.01
0.41
246
1066
315
1.18
60 117 300 6.02
F2,H15
2.01
0.41
246
1066
315
1.18
60 117 300 6.02
F3,H16
2.41
0.56
200
930
315
1.18
60 117 220 4.27
F3,H17
2.01
0.41
240
1066
315
1.18
60 117 300 5.87
TOTAL ACREAGE _ 88.08
A lop
Reg'mloperauons ■

Sheet4
TABLE 4 - Irrigation System Specifications
Traveling
Solid Set
Irrigation Gun
Irrigation
Flow Rate of Sprinkler (m)
225
Operating Pressure at Pump (psi)
131.6
Design Precipitation Rate in/hr
0.34
Hose Length feet
984
xxxxx xx
Type of Speed Compensation
Mechanical
xxxxx xx
Pump Type (PTO, Engine, Electric)
Engine
Pump Power Requirement hp
34.6
TABLE 5 - Thrust Block Specifications
THRUST. BLOCK
LOCATION
AREA (sq. ft.
90 degree bend
5.64
Dead End
4
Tee
2.80
Gate Valve
4
45 degree bend
3.04
Page 1

Sheet5
IRRIGATION .SYSTEM DESIGNER
Name: Kraig Westerbeek
Company: Private
Address: 1635 W. Wards Bridge Rd., Warsaw, NC 28458
Phone: [phone]
Required Documentation
The following details of design and materials must accompany all irrigation designs:
1. A scale drawing of the proposed irrigation system which includes hydrant locations, pipelines, thrust block locations and buffer areas where applicable.
2. Assumptions and computations for determining total dynamic head and horsepower requirements.
3. Computations used to determine all mainline and lateral pipe sizes.
4. Sources and/or calculations used for -determining application rates.
5. Computations used to determine the size of thrust blocks and illustrations of all thrust block configurations required in the system
6. Manufacturer's specifications for the irrigation pump, traveler and sprinkler(s).
7. Manufacturers specifications for the irrigation pipe and/or USDA-NRCS standard for IRRIGATION WATER CONVEYANCE.
8. The information required by this form are the minimum requirements. it is the responsibility of the designer to consider all relevant factors at a particular site and
address them as appropriate.
9. Irrigation pipes should not be installed in lagoon or storage pond embankments without the approval of the designer.
NOTE: A buffer strip of 50' or wider must be maintained between the limits of the irrigation system and all
perennial streams and surface waters per NC Statutes.

Sheet6
Narrative of Irrigation System Operation
T ih s system is designed to use 1 or 2 Hobbs 3" travellers, with 1.18 ring nozzles operated at 60 psi
gun pressure. This gun pressure should equal app. 117 psi at the reel. The nozzle pressure needs to
be checked periodically by attaching a pressure gauge to the pre -tapped holes in the Nelson 150 gun.
Not that Pulls 1,2,9,10, 11,13,16, and 17 require the operator to change the degree of arc of the gun to
keep all application on the field. This is accomplished by setting the gun stops on the gun. When this
is done, the travel speed should be increased to the speed outlined on page 2 to make up for an
increased application rate.
The following buffers were used for this plan: 50' property line, 100' well, 50' perenial stream.
Refer to the owner's manuals of the equipment used for start-up, maintenence, and winterization
instructions. Walk the system periodically while operating to check for leaks, etc...

Sheet?
CALCULATIONS
Sprinkler Specifications
Sprinkler Type: Nelson 150 ; Hobbs 3" traveller
Nozzle Size:
1.18•inches
Sprinkler Pressure:
60 psi
Flowrate(GPM):
225 gpm
Wetted Diameter:
315 feet
Lane Spacings
Desired Spacing (%):
70 %
Design Spacing(feet):
220.5 *PVC irrigation pipe normally comes in 20' pieces,
so round to the nearest multiple of 20.
Actual Spacing (feet):
240 feet
Actual Spacing (%):
76 %
APLPlication Rate
Application Rate =(96.3xFlowrate)/(3.1415x(.9xradius)squared)
Design App. Rate =
0.34 in/hr
300 degree arc =
0.41 in/hr
220 degree arc =
0.56 in/hr
180 degree arc =
0.69 inlhr
Traveller Speed
Travel speed = 1.605 x Flowrate / Desired application amount x Lane Spacing
Desired app. (in.) =
0.75 inches
300 degree are =
2.01 ft/min
220 degree arc =
2.41 ftlmin
180 degree arc =
4.01 ft/min
Mainline Velocity
Velocity = .408 x Flowrate / pipe diameter squared feet/sec.**
**For buried pipelines, velocity should be below 5 feet per second
Pipe size:
6 inches
Velocity=
2.55 ft/sec.
Page 1

Sheet?
Maximum Mainline Friction Loss
Most distant hydrant: 11
Total distance: 2160 feet
Friction Loss is figured using Hazen/William's Equation
Friction Loss= 0.36 feet/100 feet
Max. Mainline Loss = 7.8 feet or 3.4 psi
Total Dvnamic Head
Sprinkler Pressure:
60 psi
Loss through traveller:
57 psi
Elevation head:
2.4 psi
Mainline loss:
3.4 psi
Suction head and lift:
2.6 psi
5% fitting loss:
6.3 psi
TOTAL(TDH) =
131.6 psi or
Horsepower Required
Horsepower = Flowrate x TDH(feet) / 3960 / Pump effeciency
Pump Description: Berkeley B3JQBM
Pump Efficiency: 50 %
Horsepower Required: 34.6 Hp
Thrust Blocking
Thrust Block Area = Thrust / Soil Bearing Strength
Thrust:
4800 feet
Soil Bearing Strength:
1200 feet
End Cap:
4.0 ft2
90 degree elbow:
5.6 ft2
Tee:
2.8 ft2
45 degree elbow:
3.0 ft2
Pine Pressure Rating Check
304.1 feet
Pressure Rating of Pipe to be Used: 200 psi
Max. Pressure on system when running: 131.6 psi
70% of Pressure Rating: 140 psi
If Max. Pressure on system is less than 70% of Pressure Rating, OK
Net Positive Suction Head Check
Page 2

NPSHA: 14
NPSHR: 5 "from pump curve
If NPSHA>NPSHR OK
Sheet?
Page 3

6,„ At
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1. D7
5.Cc,
woo 5
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Sc,a L6 =
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10— 6" 1--kass C)CO -VC
3toc,(C-
AV - A', r V cn+

CONNECTGIS
WEB 3EpARNG
7W, Feet
Printed March 26,
See Below for Discl
Parcels (Yellow)
Centerlines
Sampson County
NC Counties
Primary Roads
�i
us
AFC
Municipal Limits
I
are continually editing our maps to improve accuracy of position and information. This information should not be relied upon by anyone as a determination of th
tion, ownership, or market value of property. Always refer to the recorded deed for all legal purposes. Use of this web site indicates your acceptance of these terms.

CARROLL'S FOODS, I N C.
P. 0. Drawer 856
WARSAW, NORTH CAROLINA 28398
IMPORTANT INFORMATI N
ABOUT LAGOON C N TR TION
LISTED BELOW IS A BRIEF SUMMARY OF VOLUMES AND OTHER -
DATA: (SEE CONTENTS OF PLAN FOR MORE INFORMATION)
EXCAVATION
FILL (pad & dike)
TOP SOIL (minimum 3" thick)
CLAY LINER (represents a complete liner)
56854--- cubic yards
56854--- cubic yards
459--- cubic yards
16282--- cubic yards
Constructed top of dam must include a minimum of 5% settlement -
EXAMPLE: 10 feet high dam will require 5% of 10 feet or 0.5 feet
fill above planned top of dam.
Clay content, thickness and compaction of liners (if required) are
very important. If the certifying technical specialist is unable
to.approve the liner with normal field techniques, an independent
engineering analysis will be required (see CONSTRUCTION
SPECIFICATIONS for additional information). If an independent
engineering analysis is required, this expense will be the
responsibility of the owner/grower.
Special attention needs to be given to the seeding specifications.
The lagoon dike must be seeded according to specifications before
the system can be certified and stocked with animals. (Consult
with your NRCS Conservationist regarding mulching)

MEMORANDUM
TO: All Growers
FROM: Don Butler, Real Estate Manager
Howard Hobson, Resource Conservationist
RE: Legal requirements for swine growers in
North Carolina and how they relate to you
The facility design and waste managementplan attached is of the utmost importance to
you and to Carroll's. This plan must be approved by a designated technical specialist
or Professional Engineer prior to construction start. The lagoon must be constructed
exactly as designed unless changes are approved by the original designer. The approved
plan needs to become a part of your permanent records and must be readily available
for review if and when your farm is inspected by state regulatory personnel.
When earthwork and lagoon construction is complete and the top of the dike and
outside slopes of the lagoon have been graded, seeded, and fertilized it must pass a final
inspection by a designated technical specialist in order for your farm to be certified ready
to stock animals. At the time of final construction approval, the owner and the person
certifying design, construction, and irrigation plans must sign a document- called
"Animal Waste Management Plan Certification". This document must be sent to the
Department of Environmental Health and Natural Resources in Raleigh. Copies of the
signed document should be kept in your permanent file, one copy goes to your local Soil
and Water Conservation District office for their file, and a copy must be presented to
Carroll's Foods before any animals can be placed on your farm. The owner is
responsible for the Certification being completed and sent to the appropriate places.
Remember, NO CERTIFICATION -- NO ANIMALS.
If you have any questions about the above information, please contact one of
us by calling 910-293-3434, extension 246.

ATTENTION OWNER AND EARTH MOVING CONTRACTOR
PLEASE READ THIS BEFORE REVIEWING THE ATTACHED WASTE
MANAGEMENT PLAN.
This design has been prepared in accordance with USDA- Natural Resources Conservation
Service standards and properly installed, will allow certification and stocking of animals.
The following items should be discussed PRIOR to entering into a contract:
1. This design is in compliance with state and federal laws. Any changes in design may
result in non-compliance and failure to be eligible for certification. No animals can
be stocked until the lagoon construction is approved. and certified to the Division of
Environmental Management (DEM). If a Dam Safety Permit is also required by the
State, then no water or animal waste may be impounded in the lagoon until the
lagoon and dike construction are approved by the North Carolina Department of
Environment, Health and Natural Resources,. Division of Land Resources (DLR).
Z. This design has taken into account data including soils, topography, wetlands,
streams, dwellings, wind direction, and owners concerns.
3. The volume shown represents excavation and fill in the lagoon and pad area. It does
NOT account for cut/fill for liners, roads, borrow areas, drainage or other related
construction activities unless specifically covered in the design.
4. Typically, the excavation volume represents the bulk of earthwork and is used for
price negotiations. All earth work beyond this amount will be worked out between
the owner and contractor, CARROLL'S DOES NOT NEGOTIATE PRICES FOR
GROWERS.
5. It is the desire of Carroll's Foods that the contractor receives a fair price for earth
work and the land owner receives a properly constructed lagoon and pad that will
meet design requirements.
6. DO NOT MAKE ANY CHANGES TO THE DESIGN OR FARM LAYOUT
UNLESS THE ORIGINAL DESIGNER IS CONSULTED AND APPROVES.
CARROLL'S FOODS ASSUMES NO RESPONSIBILITY FOR ANY DEVIATION
FROM ORIGINAL DESIGN OR CHANGES MADE ON THE SITE BY
CONTRACTOR OR ANYONE OTHER THAN CARROLL'S PERSONNEL.

r vi �:et: zuiles NatLlral
CePartmernt Of Rescurces NC-C: A-
1, Agrc.L dture CcRsarvaticn RE%/. 1, Z
Se viCr
W
czr� �r o R.zur�o,Y
-Q Q' o,c -- LCG,"-iCN j,a�sr o� sK L 4 F—A&4
OrJ7" QF 33[T• OF Q/lZ,B
A+t9
lrr:r=�LOY't /o S Z S=CMEIATi0N 8,-&D #d -
LOCa2iorf DATA
DLS:A:YC :30M. i "USu'7 fCrYOi OW,
-c79Y?RCOL i-R. ro40 F% DISi.4uYC^-.:30DrI `fE.�RyS: ?fi3L'C �'.C'.L tTf (s�oof..�••� �} _ gam„ o FM
IS SI'L Z %MT-f 100-Y AR ZOOD PLAW
If yes, DiRCS caaot provide sssfstan=_._. NO
LS SII'r A? L ASi IQO ;% r-ROM A YES
no, site must be reloccted_
IS S:T Wr---a f I M Z= ZON iC M-&SDIC TON OFkULd4 IaC:p L*i !?
If yes, Isadowaer should ¢ogsult with local =niagg hoard about required �"S —' NO
peraits. Permits must be obtained prior to design sanrovaL
,-1
ARE L iIL-MizS v CCNSYRLrL'-,,CN ARzL? YES N
Irym+ see Part <M of the National Fngineer°.ng Manual sad follow policy. _ p
(Copies of maps or other reference materials rosy be atmched to site
evaivattion.)
AND
WILLSTi~ INVOLVE C' =U;'lG WOCDLalYD y�
01
If yes, producer must comoletn Far I'fRCZL4ZA ;S (gzquat or Certified — yo
Wetiand Deseraiastiaa/Deiiaeatiaa),
WTL ACiiON MULTW7SWAWSLM xfG?
YES NO
IF w*r--, ND3 ARE u'*IVOL rm. rr LY its ;mpousm,I .'TY CF :ar ?RCDL'C3 lb CONidLTiBE L7S ARaLY CQRs OF
MtGu'�f -�.;ND I��D[ViSICNOF'r.`iVLgONM`1T,ALMANAaMdMT?CDbT3.y�tEIF7e .aR:3=QLiL .
is WFi7f►.VDS aRE L�tVOL.'r'ED. ?r%. PRODG'r—vl SIIC[�i T, NO i =ZIR ANY LAND G'NT a WEfL= 0Ej.'�tE =b(
fS WADE.
MRCS will ptavide tec!i ical assistance in wetlands only wader the NIowfng coudidouz For natural wed=d
inclusions less than one acre in site, NRCS will provide "•S; =ca onlyif the
functions anti nines Lost are f'a31v
mitigsted. For =mrsl wetlands ;rester than one acre is sisr, MRCS will provide assistancm only after a
rigorous sequencing pracsss to include avoidance minimi=dcm of impacts, and Compematary mitigation is
arried out is that order of orefet-ace.
ODOR COK-i ROL
:t.�OC4RC0i. OL3E�-V i7[SC:.SS'cD W�??4pDLTC:.�
• PP''O�¢.YA.Y; 'X�fO 0=-C"T:CN? Yes ✓ NO
E
` PP.EC ARGL`fG LkC-CQN'4T-.s rZ='r' WA- :.PTO AT:YiS U-1
OF : �W C.tPACTr7 YES YQ
• GS'NG GCCD SOL.' f0 Y YFS VG

oT=wt�zo,�rti�.u. ?acra as
i
rs A-NuicR fm sps=- aAarr.Ar?. rr
L5 DESIGYAi Y,�i u8.4L SC�'^!:C� Y fC:.I:'DE,* tat Tr ?*,..4`t. RVG .iRe k OR
W=.:. ?L-�.4'NF'Z AC, LONS 1-'CP.4C; ON .fit AD.tAC=4T -iA JZAL SCE-- CC AR—W ,1
GS r4Y ARC;.AEOL.^GiC.1L OR QS i QI2:C.31.S I CC..►= Pit icw ?*..+►`N'c7 AFicI?
oP-ir�R:?.RIMSCJ�IIQGc.STA_�ORL0C.�!_!LLe0RTA.N =Ana—v mSwT:
OPA-, lCr L'NII`?
W=-!-T'Z:Z AC —.,ON Rs'�.'a.: Zr SoagtX7.NG7 .
If the saswer to aay of the above is yes, ?MRCS wM aac provide Mciai=l
WA.sa r x&vacZx&r
NC -CPA- 4 7
Fst. I. 2-�
Rage, 2
Y_S _ NO "-
Y:S_ NO ✓
Y= _ % ✓
Y.S _ NO r--
YES
DOES? tCDCC=OWN �IOLG-d MM "ND TO PROLYI� NL D APPLYAWASTE
LYCL LL` 4YG SLUDGE. AL-- aCMH SL*� ]� AY ONLY BE,1 PL= IN�EQU-M iTi!v Y•:S ✓ NO J
IF;iO.DOES ?lCDCC3IiAVEACC=S -,a%iCRrLd.YD7 f
Y= Ar NO _
IF LAND rs NOT OWa►r"3.� 3Y?RODCTCz..3. CAN ?QODUC3Or �1CA Lam"- M;ri ON LAW YES _. ON'�%-rIIC:� TO APPLY WAS '? __ NO
(A=c-3% Wum UdU=dau Pisa to site evalusd(Su.)
SOM L`lV-rSTiGATIOrf - YA.LID ONLY IF SOIL ZfV=GATION
SM T ATTAC= J
tS SOIL SLTiASL:: CRL•LCr`ON7
rS ALL`l-r--t3rQtLi. =. ?
'ME OF LZIEZ-70 BE LIED:
IF CLAY Lr-"r i IS TO BE L'SM, IS SLTITABL CLAY AYALIBL ON
SiME?
rF CLAY M : IOT AyAm. a .=. ON Srr, DOES Liv;mwN a xAVE
ACC?SS TO CLAY?
MACORE T-iCi3:CuM=. 7
(Ai=ch soil imveadpdou sheet to site evslusdou.)
rS SL3SCRFACE. 13RAV i:Z'-. ?.R.-MM
(If yes, tile must be removed or pluaed)
YES ,� No _
YES -Z NO _
CLAY /�MiTONIic �SYNIi.--C _
NO
r:s_Na_
Y-a ✓/ NO
YLS� NO
C0,1�1TS `
c
'SS S•Ta z GAi:QN iS VAL= cORTRTS..YE MONrl-:S "rROMj= DATE SF..OWN BEi.Ow. rFCONSi3L•C,iO;t
fw NCT BE=`l S -, ART= w1T_•rm Twa' qm yi0�7 m :A YEW sm. wv-.r►iGA1ai0N m, BE RE(zu=. it
SIGNA . c 'f.
ftDAI `I3 �j7
t V C•.aages to the lac :i cr s= law or ch=.g.cs :a the sradmy-; amid =uL= a ac v site iavestiQatiazt,

9
SC S- EN G- 538
R°Y 5•-'4 U. S. OEPARTMENT OF AGRICULTURE
SOIL CONSERVATION SERVICE
SOIL INVESTIGATION TO DETERMINE SUITABILITY OF PROPOSED POND SITE
FARMER'S NAME k{i, � - _ DISTRICT I
DATE S /� I 4
S• C. S. PHOTO SILEET NO. COUNTY s �•t
WORK UNIT
WATERSHE17 AREA MEASUREbtENTS
CROPLAND ACRFS PASTURE ACRES
WOODLAND ACRES TOTAL ACRES POND CLASS WORK UNIT CONSERVATIONIST
SKETCH OF PROPOSEWPOND SHOWING WHERE BORINGS WERE MADE (Approz icide I"
Locale ne%renee paint an crnter line of dam and Idrntlfp on sketch. ie!!)
w
.m■mm■m
SHOtN
1iCU
/,{-a�
B01
DEPTii
Mahr and Inn darn•::rr and milfwa borinos
SCALE
lCondnued on back r Aen narvsaryJ
Sharp
I 2
1 3 1
4
5 6
7
B 9
A
I
;�
I--Z
n,
P
2--
I
1-4
1I
Gil
I {5
C
r-LI
C t_
�
I
LE
m
4G NUMBER A41) PROFILE l
• Urn ponded ano d bones ptt borings �}ryarete urieh —0-1 1-d fine.
r tab/i a/rwrions on darn-r(fe barinas. YYY
IO lI 12 13 1{ 15 16 27 , IB I9
a
BORINGS MADE I3Y B4 kJ,,a u/ N• ttibs401k- SIGNATURE & TITLE
'�- S H (.,j
3
v PL.

TYPES OF 61ATERIAL ENCOUNTERED IN BORINGS
(Use one of systems belo•x)
UNIFIED CLASSIFICATION
USDA CLASSIFICATION
GW -Well graded gravels; gravel., sand mix
g- gravel
GP -Poorly graded gravels
s - sand
G,M-Silty grsvels; navel -sand -silt mix
vfs-verytine sand
GC - Clayey gravels; gravel -sand -clay mix
sl-sandy loam
SW- Well graded sands; sand -gravel mix
fsl - fine sandy •bane '
SP-Poorly graded sands
1-.Ioam .
SEt-Silty sand
gl-gravelly. loam '.
SC -Clayey sands; sand -clay mixtures
si - silt
ML-Silts;silty, v. fine sands; sandy or clayey silt
sil-silt loam -
CL -Clays of low to medium plasticity
cl -clay loam
CH -Inorganic clays of high plasticity
sicl- silty clay loam
ME - Elastic silts
scl -sandy clay loam
OL-Organic silts and silty clays, low plasticity
sic -silty clay
OH -Organic clays, medium to high plasticity
c-clay
1. Suitable material for embankment i3 available F-1 Yea Q No (tndreare ,c�iere roaQred on rh.:Eerd4 ow
rawerse
REMARKS:
/ 6J- -,.4a ij lYe� �/� r (.tl: �� nz'
2. Explain hazards requiring special attention is design rS<aoaoa sa.l„o«rout e}e_/
GEN'ERAI. REMARKS:
Zt

Operator:HENRY MOORE County: SAMPSON
Date: 06/02/97
Has the site evaluation been completed & approved: YES
1. AVERAGE LIVE WEIGHT (ALW)
0 sows (farrow to finish)
0 sows (farrow to feeder)
8800 head .(finishing only)
0 sows (farrow to wean)
0 head (wean to feeder)
Describe other :
x 1417
lbs.
= 0
lbs
x 522
lbs.
= 0
lbs
x 135
lbs.
= 1188000
lbs
x 433
lbs.
= 0
lbs.
x 30
lbs.
= 0
lbs
0
lbs
TotalAverage Live Weig =
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 1188000 cubic ft (includes
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 299200.0 cubic feet
4. TOTAL DESIGNED VOLUME
1188000 lbs
0 cu. ft. add. treat. vol.)
Inside top length (feet)--------------------- 496.0
Inside top width (feet)---------------------- 496.0
Top of dike elevation (feet)----------------- 60.15
Bottom of lagoon elevation (feet)------------ 46.65
Freeboard (feet)----------------------------- 1.00
Emergency spillway depth of flow(feet)------- 0.20
Side slopes (inside lagoon)------------------ 3.0 • 1
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3.0 3.0 3.0 3.0 488.8 488.8 12.30
AREA .OF TOP
LENGTH * WIDTH =
488.8 488.8 238925 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
415.0 415.0
172225 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
451.9 451.9 816854 (AREA OF MIDSECTION * 4)
CU. FT. = AAREA TOP + (4*AREA MIDSECTION) + AREA BOTTOMtJJ * DEPTH/6
238925 816854 172225 2.OF
Total Designed Volume Available = 2517410 CU. FT.

5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
( Length *.Width.).+ Surface area of connecting waste facility
496.0 496.0 0.0
246016.0 square feet
Buildings (roof and lot water) or impervious area
0.0 square feet Describe this area.
TOTAL DA 246016.0 square feet
Design temporary storage period to be 180 days.
5A. Volume of waste produced
Feces & urine production in gal./day per 135 lb. ALW 1.37
Volume = 1188000 lbs. ALW/135 lbs. ALW * 1.37 gal/day 180 days
Volume = 2170080 gals. or 290117.6 cubic feet
5B. Volume of excess water
Volume = 7964.7 gallons/day
Volume = 191664.1 cubic feet
5C. Volume of rainfall in excess of evaporation
180 days storage/7.48 gallons.
per CF
Use period of time when rainfall exceeds evaporation by largest amount,
180 days evaporation = 14.1 inches
180 days rainfall = 22.5 inches
Volume = 22.5 in * DA / 12 in. per ft. = 461280 cubic feet runoff
Volume = 14.1 in * lagoon DA/12 in./ft = 289069 cubic feet evap.
Volume = 172211 cubic feet

5D.. Volume of 25 year 24 hour storm 7.0 in.
Volume of "Heavy Rain" 7.0 in.
Volume = 14.0 inches / 12 inches per foot * DA
Volume = 287019 cubic feet
5E. Additional volume as follows:
TOTAL REQUIRED TEMPORARY STORAGE
5A.
290118
cubic
feet
5B.
191664
cubic
feet
5C. -
172211
cubic
feet
5D.
287019
cubic
feet
5E.
0
cubic
feet
TOTAL
941012
cubic
feet
Temporary storage period===== __________> 180 days
Rainfall during wettest period of storage===> 22.5 inches
Evaporation during storage period===========> 14.1 inches
25 year - 24 hour rainfall==================> 7.0 inches
Heavy rain====______________________________> 7.0 inches
Freeboard===================================> 1.00 feet
Side slopes=================================> 3.0 1
Inside top length===========================> 496.0 feet
Inside top width============================> 496.0 feet
Emergency spillway.elevation(if planned)====> 58.95 feet
Top of dike elevation=====__________________> 60.15 feet
Bottom of lagoon elevation==================> 46.65 feet
Top of sludge elevation=====================> 48.35 feet
Total required volume_______________________> 2428212 cu. ft.
Actual design volume= ____________________> 2517410 cu. ft.
Seasonal high watertable elevation (SHWT)===> 51.10 feet
Stop pumping.elev.===========____=========_=> 5.4.55 feet
Must be > or = to the SHWT elev.==========> 51.10 feet
Must be > or = to min. req. treatment el.=> 52.65 feet
Min. Required treatment volume==============> 1188000 cu. ft.
Volume at stop pumping elevation============> 1221857 cu. ft.
Start pumping elev._________________________> 57.55 feet
Must be at bottom of F.B. & 25 yr. rainfall & heavy rain
Actvol. less 25 yr; and heavy rainfall====> 2230391 cu. ft.
Volume at start pumping elevation===========> 218863.0 cu. ft.
Required volume'to be pumped================> 653993 cu. ft.
Actual volume planned to be pumped==========> 666735 cu. ft.
Min. thickness of soil liner when required==> 1.8 feet
7. DESIGNED BY: 1,10WA40 APPROVED BY:
DATE: DATE:
*
*
*
s he -

7. DESIGNED BY:
Sie-
DATE: SA j-
COMMENTS:
APPROVED BY:
DATE: -71/611 ;7-
01/
SS n 4
SEAL
16415 0
m
ENGINEER'S NOTES: Engineering approval is for. minimum design standards and is based on pre -
construction site, and soils investigations. , Carroll's Foods, Inc. technical specialist is responsible for
excavation and fill calculations and for nutrient management plan. Engineer shall be notified of any
changes and/or site discrepancies found during construction before proceeding. Carroll's Foods, Inc.
and/or owner is responsible for site layout, and shall verify all required buffers or setbacks and the
absence of subsurface file drains. Owner and/or Carroll's Foods, Inc. personnel is responsible for
contacting engineer for construction inspections as necessary to confirm quality of liner materials and
construction. Engineer will conduct final inspection upon notification, and shall determine the
requirements for permeability testing (quantity and location).
OTHER SITE -SPECIFIC NOTES:_ _ CL and CH mat'1 used for liner must be checked for o-timal
moisture content. as water will likely have to be added to natural mat'l.

Limm Com9oTArnc s
5D. Volume of 25 year 24 hour storm 7.0 in.
Volume of "Heavy Rain" 7.0 in.
Volume = 14.0 inches / 12 inches per foot * DA
Volume = 299654 cubic feet
5E. Additional volume as follows:
TOTAL REQUIRED TEMPORARY STORAGE
5A. 290118 cubic feet
5B. 191664 cubic feet
5C. 179792 cubic feet
5D. 299654 cubic feet
5E. 0 cubic feet
TOTAL 961228 cubic feet
6. SUMMARY
Temporary storage period=====_______________>
180
days
Rainfall during wettest period of storage===>
22.5
inches
Evaporation during storage period=====______>
14.1
inches
25 year - 24 hour rainfall====______________>
7.0
inches
Heavy rain____ ______________________________>
7.0
inches
Freeboard=__________________________________>
1.00
feet
Side slopes====_____________________________>
3.0
1
Inside top length___________________________>
506.8
feet
Inside top width=====_______________________>
506.8
feet
Emergency spillway elevation(if planned)====>
58`.95
feet
Top of dike elevation ------------------------- -------->
60.15
feet
Bottom of lagoon elevation==________________>
44.85
feet
Top of sludge elevation==== -------- _________>
48.35
feet
Total required volume==== -------- ___________>
2448428
cu: ft.
Actual design volume====____________________>
2957048
cu. ft.
Seasonal high watertable elevation (SHWT)===>
51.10
feet
Stop pumping elev.__________________________>
54.55
feet
Must be > or = to the SHWT elev.====______>
51.10
feet
Must be > or = to min. req. treatment el.=>
50.85
feet
Min. Required treatment volume______________>
1188000
cu.-ft.
Volume at stop pumping elevation=====_______>
1282014
cu. ft.
Start pumping elev._________________________>
57.55
feet
Must be at bottom of F.B. & 25 yr'. rainfall
& heavy
rain
Act. vol. less 25 yr. and heaver rainfall====>
2657394
cu. ft.
Volume at start pumping elevation=====______>
2613450
cu. ft.
Required volume to be pumped===__________>
661574
cu. ft.
Actual volume planned to be pumped=====_____>
697632
cu_. ft.
Min. thickness of soil liner when required==>
2.1
feet W11%
7. DESIGNED BY: _1�5,,.�� APPROVED BY:
DATE: � -3 Al) DATE:
mslsK Vol. W��.:IirC� ��t5 7��%$c�•FF. 10�30,1 Z64• FZ91L
6kK1_
s.:�N lio(.W/p�;µ�� _ �.�t� ylD-u•�^{-. �9�vX.�,�xZS'-1�1
= 4'sot
a1) cks.
= l b cv• qds C l :nt&R. "Iv mc_�
,1%1
-"i�

Surfaces:
Proposed
Existing
Cut:
Fill:
Tight Volumes
89621.48
0.00
Difference: 89621.48
All volumes are in cubic yards.
Expansion (t) Expanded Volumes
0.00 89621.48
0.00 0.00
Net Export:
-------------------------------
-------------------------------
Grid cell size: 6.02 by 5.98
original scale: 100.00ft/in
Project: PHIL BROWN
Drawing: HENRY MOORE CAPACITY
Number:
Location:
Bid Date:
Engineer:
Owner
Estimator:
-------------
Prepared by: using Sitework
89621.48
,V Tills C•�/AC11^J &WurAVON .PAN Ar MAX/MoM
.4WW,4&6 F4vAb GceJ DOS za Aat- Rer-.vm c&r

Orientation: -45.0
...............
i 1l1 1'
50.66� ������ _,<<�,� ,��� 1���,11�,111f,1�►lei
Lower Left
Z Magnification: 21.1
................. ..
30 Mesh Surface
Proposed
Project: PHIL BROWN
Drawing: HENRY MOORE CAPACITY
Number:
Location:
Bid Date:
Engineer:
Owner:
Estimator:
Prepared bW: using Sitswork
Inclination: 20.0
3D Mesh Surface
Jletv. : CroOAc�Ty �s CongPOrV4 I' $Suw 'WO mow►

DaUlight
Plot of the contour data for the surface:.
Proposed
Project: PHIL BROWN
Drawing: HENRY MOORE CAPACITY
Number:
Location:
Bid Date:
Engineer:
Owner•
Estimator:
Prepared bU: using 5itework
49.00

U. S. DepaNwt of Agriculture
Soil Conservation Sore ice
HAZARD CLASSIFICATION DATA SHEET FOR DAMS
Landowner 4exaNt Moopm
Community or Group No.
Estimated Depth of Water to Top of Dam
Date of Field Hazard Investigation
MC-M-34
Sept° 1980
County SOLMDac-4
Conservation Plan No.
Ft. Length of Flood Pool Ft.
s1 ►3 19)7
Evaluation by reach of flood plain downstream to the point of estimated minor effect
from sudden dam failure.
Est. ev. :Est. Elevation
• Kind of :Improvements: of Breach
Reach: Length: Width: Slope: Land Use ; Improvements Above :Floodwater Above
Flood Plain: Flood Plain
Ft. Ft. Ft. Ft..
2 -
3 ,
Describe. potential for loss of life and damage to existing or probable future downstream
improvements from a sudden breach A Sirn00 EAILUQE nE s—�?tJBE UILI. NOT ENDANGER.
LIFE OR DAMAGE PUBLIC TRANSPORTAION. ,EjP/�ox�lw.4rsty g,�oo 7-D S7WAre a 0'e0 s„v6
Ar 5,Q WR 0
LAiao+K
Hazard Classification of4Dam (a, b, c) (see NEM-Part 520.21) C�
r "i
Ao Dam Classification (I, II, III, IV, V)
By
name
T
ti
,,c of S4=,X&,r i
Concurred By P
( named' (title)
NOTE: 1. Instructions on reverse side.
2. Attach additional sheets as needed.
Date s/i,L
Date 71Z19

SHEET 1 OF 2
OPERATION AND MAINTENANCE PLAN
------------------------------
This lagoon is designed for waste treatment (permanent storage) and
180 days of temporary storage. The time required for. the planned
fluid level (permanent and temporary storage) to be reached may vary
due to site conditions, weather, flushing operations, and the amount
of fresh water added to the system.
The designed temporary storage consists of 180 days storage for:
(1) waste from animals and .(2)'excess rainfall after evaporation. Also
included is storage for the 25 yr - 24 hr storm for the location and a
heavy rain factor. The volume of waste generated from a given number
of animals will be fairly constant throughout the year and from year to
year, but excess rainfall will vary from year to year. The heavy rain
factor and 25 yr rainfall will not be a factor to consider in an annual
pumping cycle, but this storage volume must always be available.
The waste produced by the animals shall be utilized in accordance with
an approved waste utilization plan. Highly visible markers shall be
k installed to marthe upper and lower elevations of the temporary
storage (pumping volume). Pumping shall be done as necessary to
maintain the liquid level between these markers.
Pumping can be started or stopped at any time between these two
elevations for operating convenience as site conditions permit, such as
weather, soils, crop, and equipment in order to apply waste without
runoff or leaching.
Land application of waste water is recognized as an acceptable
method of disposal. Methods of application include solid set,
center pivot, guns, and traveling gun irrigation. Care should be
taken when applying waste to prevent damage to crops.
The following items are to be carried out:
1. Before wastes are introduced, the waste treatment lagoon shall be
charged to 1/2 its treatment volume to prevent excessive odors during
start-up. Pre -charging reduces the concentration of the initial
waste entering the lagoon thereby reducing odors. Solids should be
covered with effluent at all times. When precharging is complete,
flush buildings with recycled lagoon liquid. Fresh water should not
be used for flushing after initial filling.
2. The attached waste utilization plan shall be followed. This
plan recommends sampling and testing of waste (see attachment)
before land application.
3. Begin temporary storage pump -out of,the lagoon when fluid level
reaches the elevation 57.55 as marked by permanent marker. Stop pump -
out when the fluid level reaches elevation 54.55 . This temporary
storage less 25 yr and heavy rain contains 666735 cubic feet or
4987177 gallons.

SHEET 2 OF 2
4. The recommended maximum amount to apply per irrigation and
recommended maximum application rate is shown in the waste utilization
plan. Refer to the waste utilization plan for further details.
5. Keep vegetation on the embankment and areas adjacent to the
lagoon mowed annually. Vegetation should be fertilized as needed
to maintain a vigorous stand..
6. Repair any eroded areas or areas damaged by rodents and
establish in vegetation.
7. Repair areas of the embankment that settle below the design settled
height or areas where cracking, sloughing, or "jug" holes develop.
8. Repair waste inlet pipes that develop cracks or separate at the
joints.
9. Remove undesirable vegetative growth and floating or lodged debris.
10. All surface runoff is to be diverted from the lagoon to stable
outlets when not included as part of the design temporary storage.
11. After five years the waste treatment lagoon shall be checked for
sludge. accumulation annually. If sludge has encroached into the
treatment volume, the sludge will be removed and applied at agronomic
rates based on analysis of the sludge. Treatment volume must have
a minimum of 4 feet of depth free of sludge at all times.
12. In December 1992, the Environmental Management Commission (EMC)
in North Carolina revised water quality regulations that address
animal operations. These rules became effective on February 1,
1993 (15A NCAC 2H .0200). This animal operation shall be operated
within the requirements. of these rules and regulations.
13. Pipes that are used for recycling effluent to use as flush water
and irrigation intakes must be placed 18 inches below the surface and
as far from the inlet discharge pipes as possible in order to provide
a cleaner effluent for flushing and to reduce odors when irrigating on
land. When these pipes are placed through the embankment, they should
be installed no more than two feet below top of embankment and.not in
the highest.section of fill. The pipe trench shall be compacted with
clayey material or other material as approved by an engineer.
;APR 0 4 DO
WSWOUBW
wloimuonisedo

SHEET 1 OF 3
SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
----------------------------------------------------------
FOUNDATION PREPARATION:
-----------------------
The foundation area of the lagoon embankment and building pad shall be
cleared of trees, logs, stumps, roots, brush, boulders,sod and rubbish.
Satisfactory disposition will be made of all debris. The topsoil from
the lagoon and pad area should be stripped and stockpiled for use on
the dike and pad areas. After stripping, the foundation area of the
lagoon embankment and building pad shall be thoroughly loosened prior
to placing the first lift of fill material to get a good bond.
EXCAVATION AND EARTHFILL PLACEMENT:
The completed excavation and earthfill shall conform to the lines,
grades, and elevations shown on the plans. Earthfill material shall
be free of material such as sod, roots, frozen soil, stones over
6 inches in diameter, and other objectionable material. To the extent
they are suitable, excavated materials can be used as fill. The fill
shall be brought up in approximately horizontal layers not to exceed 9
inches in thickness when loose and prior to compaction. Each layer
will be -compacted by complete coverage with the hauling and spreading
equipment or standard tamping roller or other equivalent method.
Compaction equipment shall travel in a direction parallel to the main
axis of the fill. Clayey soils shall be compacted with a "sheepsfoot"
or taming roller. Compaction of the fill material shall be in accord-
ance with the specified requirements for compaction and moisture.
For the embankment, use the more impervious materials from the required
excavations. Construction of fill heights shall include 5 percent for
settlement. Dikes over 15 feet in height and with an impoundment
capacity of 10 acre-feet or more fall under the jurisdiction of the NC
Dam Safety Law. The height is defined as the difference in elevation
from the constructed height to the downstream toe of the dike.
Precautions shall be taken during construction to prevent excessive
erosion and sedimentation.
LINER: THE MINIMUM REQUIRED THICKNESS SHALL BE 1.8 ft.
-------------------------------------------------
NOTE: LINERS (PARTIAL OR FULL) ARE REQUIRED WHEN THE ATTACHED SOILS
INVESTIGATION REPORT SO INDICATES OR WHEN UNSUITABLE MATERIAL IS
ENCOUNTERED DURING.CONSTRUCTION. A TYPICAL CROSS SECTION OF THE LINER
IS INCLUDED IN THE DESIGN WHEN LINERS ARE REQUIRED BY THE SOILS REPORT.
When areas of unsuitable material are encountered, they will be over -
excavated below finish grade to the specified depth as measured
perpendicular to the finish grade. The foundation shall be backfilled
as specified to grade with a NRCS approved material (ie - CL,SC,CH).
REFER TO THE SOILS INVESTIGATION INFORMATION IN THE PLANS FOR SPECIAL
CONSIDERATIONS.

SHEET 2 OF 3
Soil liner material shall come from an approved borrow area. The
minimum water content of the liner material shall be optimum moisture
content which relates to that moisture content when the soil is kneaded
in the hand it will form a ball which does not readily separate. Water
shall be added to borrow as necessary to insure proper moisture content
during placement of the liner. The moisture content of the liner
material shall not be less than optimum water content during placement.
The maximum water content relates to the soil material being too wet
for efficient use of hauling equipment and proper compaction. Proper
compaction of the liner includes placement in 9 inch lifts and
compacted to at least 90 percent of the maximum ASTM D698 Dry Unit
Weight of the liner material unless otherwise specified. When smooth
or hard, the previous lift shall be scarified and moistened as needed
before placement of the next lift.
The single most important factor affecting the overall compacted perme-
ability of a clay liner, other. than the type of clay used for the
liner, is the efficient construction processing of the compacted liner.
The sequence of equipment use and the routing of equipment in an estab-
lished pattern helps as uniformity in the whole placement and
compaction process. For most clay soils, a tamping or sheepsfoot
roller is the preferable type of compaction equipment.
The soil liner shall be protected from'the discharge of waste outlet
pipes. This can be done by using some type of energy dissipator(rocks)
or using flexible outlets on waste pipes.
Alternatives to soil liners are synthetic liners and bentonite sealant.
When these are specified, additional construction specifications are
included with this Construction Specification.
CUTOFF TRENCH:
--------------
A cutoff trench shall be constructed under the embankment area when
shown on a typical cross section in the plans. The final depth of the
cutoff trench shall be determined by observation of the foundation
materials.
VEGETATION:
All exposed embankment and other bare constructed areas shall be seeded
to the planned type of vegetation as soon as possible after construc-
tion according to the seeding specifications. Topsoil should be placed
on areas of the dike and pad to be seeded. Temporary seeding or mulch
shall be used if the recommended permanent vegetation is out of season
dates for seeding. Permanent vegetation should be established as soon
as possible during the next period of approved seeding dates.
REMOVAL OF EXISTING TILE DRAINS
-------------------------------
When specified, the contractor shall construct an observation trench -
along the entire length of the embankment to a minimum of five feet
in depth. The trench shall have a bottom width adequate to accomodate
the equipment used for excavation, backfill, and compaction operations

SHEET 3 OF 3
and.the side slopes shall be 1:1 or flatter. When tile drains are
encountered, the tile shall be removed to a minimum of 15 feet beyond
the downstream embankment toe as measured perpendicular to the
embankment. If a tile line exists above the embankment•it shall be
rerouted around the lagoon in an approved location. Backfilling
and compaction in the trench shall be in accordance with the EXCAVATION
AND EARTHFILL PLACEMENT requirements.
BOTTOM AND EDGES
---------------
The bottom of all lagoons shall be approximately level. The side
slopes shall be uniform from top to bottom. Scarify the bottom and
side slopes of the lagoon a minimum depth of six inches and compact
with a "sheepsfoot" or tamping roller to decrease the permeability
of the finished bottom and side slopes.
QUALITY ASSURANCE
Duringconstruction of the earth embankment, a qualified inspector
as designated by the designer must be on site during construction
as necessary to verify proper construction. Testing will be required
as deemed necessary by the inspector and/or designer.
During construction of a clay liner, a.qualified construction
inspector as designated by the designer, must be on site during con-
struction as necessary to verify the liner is installed in accordance
with NRCS South National Technical Center (SNTC) Technical Note
716 (Revised September 1993). In the absence of supervision of
construction by a qualified inspector, the liner must be tested to
verify a maximum hydraulic conductivity of 0.000001.25 cm/sec.
When testing is required,.the owner will be responsible for furnish-
ing test results and certification that the construction meets
the design requirements. Any tests and certification should be
performed by a certified laboratory.

SEEDING SPECIFICATIONS
----------------------
AREA TO BE -SEEDED: 3.0 ACRES
USE THE SEED MIXTURE INDICATED AS FOLLOWS:
0.0 LBS. FESCUE GRASS AT 60 LBS./ACRE
(BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS)
SEEDING DATES: SEPTEMBER 1 TO NOVEMBER 30
FEBRUARY 1 TO MARCH 30
0.0 LBS. RYE.GRAIN AT 30 LBS./ACRE (NURSERY FOR FESCUE)
0.0 LBS. 'PENSACOLA' BAHIA GRASS AT 60 LBS./ACRE
(SEE FOOTNOTE NO. 1)
SEEDING DATES: MARCH 15 TO JUNE 15
24.0 LBS. HULLED COMMON BERMUDA GRASS AT 8 LBS./ACRE
(SUIT.ED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
0.0 LBS. UNHULLED COMMON BERMUDA GRASS AT 10 LBS./ACRE
SEEDING DATES: JANUARY 1 TO MARCH 30
0.0 LBS. RYE GRASS AT 40 LBS./ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
LBS.
APPLY THE FOLLOWING:
3000.0 LBS. OF 10-10-10 FERTILIZER (1000 LBS./ACRE)
6..0 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
300.0 BALES OF SMALL GRAIN STRAW (100 BALES/ACRE)
ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING. SHAPE
ALL DISTURBED AREA IMMEDIATELY AFTER EARTH MOVING IS COMPLETED.
APPLY LIME AND FERTILIZER THEN DISK TO PREPARE A 3 TO 4 INCH
SMOOTH SEEDBED. APPLY SEED -AND FIRM SEEDBED WITH A CULTIPACKER
OR SIMILAR EQUIPMENT. APPLY MULCH AND SECURE WITH A MULCH
ANCHORING TOOL OR NETTING.
1. PENSACOLA BAHIAGRASS IS SLOWER TO ESTABLISH THAN COMMON
BERMUDA GRASS. WHEN USING BAHIA, IT IS RECOMMENDED THAT 8
LBS./ACRE OF COMMON BERMUDA BE INCLUDED TO PROVIDE COVER
UNTIL BAHIAGRASS IS ESTABLISHED.

Swine Confinement
Building
Finished Floor Elev.
Top Pad EleV. 69,6 8
8" Pipe
Invert Elev.
TYPICAL CRC1J'S-S'E.C.T10N1
Single Stage Lagoon -Pit Recharge Design
County, NC
i4 T= t4R w rk� R,E: t'r rc %S ' i, - i 6 F6R¢ m
Total Design Storage Elev.
Invert Outlet Pipe Elev.
Stop Pump Elev. o q,, s
Bottom Elev, 4 I, , ti
Support post
Natural Ground,-l:° ,
Loc, FT. - DESIGN MIN. CLAY LINER THICKNESS
areas of unsuitable material encountered during�4nstruction
of lagoon slopes and bottom will be excavated below grade (for -
tile minimum clay liner thickness), backfiilled (with approved soil
material) & compacted (to clay liner construclion•specifications •
.. r• ': ' !.:
in design)..... see soils investigation ''• . `' '''''
('8800 H"v )
Settled Top Dam Elev.
Add 5% Settleme
Constructed Top C
Core
Trench
Remove overburden material and
establish embankment/core on firm
soil maledal....see soils investigation
R. Horton, NRCS (2/95)

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.8.106-403). The bottom of the burial pit should be at least'one foot above the seasonal
high water table. Attach burial location map and plan.
❑ ❑ Landfill at municipal solid waste facility permitted by NC DEG under GS 15A NCAC
13B .0200.
aLJ'
Rendering at a rendering plant licensed -under G.S. 106-16$.7
❑ I J Complete incineration according to 02 NCAC 52C .0102.
r'
;�'� 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 DEG.
a a
In the case of dead poultry only, placing in a. disposal pit of a size and design approved by the
Agriculture & Consumer Services (G.S. 106-549.70).
NC Department of
El ❑
Any method which, in the professional opinion of the State Veterinarian, would make possible
the of part of a dead animal's value without endangering human or animal health:
salvage
(Written approval by the State Veterinarian must be attached).
Mass Mortality Plan
Mass mortality plans are"required for farms covered by ari 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.
3- zz
Signature of Farm Owner/Manag Date
12
3
Signature of Technical Specialist Date

,,� 6
y� k, (9/0 303- GlS%
l
Dw►2
EMERGENCY ACTION PLAN
PHONE NUMBERS
DWQ 91 Q- 48 h -
EMERGENCY MANAGEMENT SYSTEM �] I
SWCD al L, -5q1.
NRCS R 10
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 Lgoon 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.
D: Leakage from flush systems, houses, solid separators -action include:
a. Stop recycle pump.
b. Stop irrigation pump.
c. Flake sure no siphon occurs.
d. Stop all flows in the house, flush systems, or solid separators.
December 18, 1996

i
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 m 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?
L 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 - - After hours, emergency number: 919-733-3942.
Your phone call should. include: your name, facility, telephone number, the details
of the incident from item 2 above., the exact location of the facility, the location or
direction of movement of the spill, weather and wind conditions. The corrective
measures that have been under taken, and the seriousness of the situation.
b. If spill leaves property or enters surface waters, call local EMS Phone number C. Instruct EMS to contact local Health Department.
d. Contact CES, phone number - - , local SWCD office phone number
and local NRCS office for advice/technical assistance phone number - -
4: If none of the above works call 911 or the Sheriffs Department and explain your
problem to them and ask that person to contact the proper agencies for you.
5: Contact the contractor of your choice to begin repair of problem to minimize off -site
damage.
a. Contractors Name:
b. Contractors Address:
c. Contractors Phone:
2 December 18, 1996

6: Contact the technical specialist who certified the lagoon (NRCS, Consulting
Enaineer, etc.)
a. Name:
��6; U$S /
b. Phone: o - 9 S
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

Technical Specialist Certif cation
L Asa technical specialist designated by the North Carolina --Soil. and Water Conservation Commission pursuant to 15A
NCAC 6F .0005.. I certify that the animal waste management system for the farm named above has an animal waste
management plan that meets or exceeds standards and specifications of the Division of Environmental Management (DEW
as specified.in 1SA NCAC 2H.0217 and the USDA -Natural -'Resources Conservation Service (NRCS) and/or the North
Carolina'Soil and Water Conservation Commission pursuant to 15A NCAC 211.0217 and 15A NCAC 6F .0001,0005. The
following elements are included in the plan as applicable. While;each-category•,desigaspecialist who may
sign -each certification (SD, SI, WUP, RC,1). the technical specialist should only 10, are technically
competent. ^:� t9 lS' Q � sp°r,
o
SEAL
IL Ceriif cation of f Design `s 16415 -
A) Collection, 5torale, Treatment Svstem '� -P X*GI�E�
s Check the appropriate box, •44esa�G,W
4. Existingfacility without 'r-ett fat (SD or WUP)
Storage volume 'is adequate fbr operation capacity; storage capability consistent with; waste utilization
requirements..
2( -New. ex^anded o retrofitted facility ($D)
Animal waste storage and treatment structures, such as but not limited to collection systems, lagoons and ponds,
have been designed to meet or exceed the minimum standards and specifications.
Name of Technical Specialist (Please Print): lP G� 0!2z fjc,�
Affiliation: ws Se r-✓•cis _T., .
Address(Agency): a 3 L(,, �1 wd f'f • Cl-� -� c - 3'-S Phone No.:.9/a-SQv 27a3
^• - - i� nare� 71G1Y7
B) Land A lication Site (WUP)
The plan provides for minimum separations (buffers); adequate amount of land for waste utilization; chosen crop is
suitable for waste management; hydraulic and nutrient loading rates.
Name of Technical Specialist (Please Print): tug a- oN
Affiliation: Aj+.¢ L(:& �7�-% c•
Address(Agency): P'b 85(., wzag, 4C 29 35 8 Phone No.: to Z -- 3434-
Signature: Date: o Z97
C) Runoff Controls from Ext riot Lots
Check the appropriate box
C' Facility without exterior lots (SD or WUP or RC)
This facility does not contain any exterior lots.
ZI Facility with xterior lots (RC)
Methods to minimize the run off of pollutants from lounging and heavy use areas have been designed in
accordance with technical standards developed by \'RCS.
Name of Technical Specialist (Please Print):13
Affiliation: n
Address(Azency): PZ) WA43Aw t4C. ;2_63 9 8 Phone No.: qID 243 - 34�39�
Signature: - Date: 41,0197
AIVC -- January 1,1997

r
D). Aimlication and Handling Equipment.
Check the appropriate box
Existing or expanding facility with existing waste application eouiam,
Animal waste application equipment specified in the plan has been either fit
accordance with existing design charts and tables and is able to apply waste as
waste management plan: (existing application equipment can cover the area requ
exceed either the specified hydraulic or nutrient loading rates, a schedule for ti
established; required buffers can be maintained and calibration and adjustment gu
the plan).
XNNew. expanded. or -existing, faciliv,, wit out existinP waste a Iication eUui merit for nra�
irrigation. (I)
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).
Q ew, expanded. or existing. facility without existing waste g� lication equipment for land
spreading nova spray itTigatiQfl (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 timing of
applications has been established; required buffers can be maintained; calibration and adjustment guidance are
contained as part of the plan).
Name of Technical Specialist (Please Print):
Affiliation:_S_,
P. F,
Address(Agency);, o " 4' &C ZS3.2$ PhoneNo..9e"u-,5-fo-a7v3
Sicrtature: `- Date: '7
E)
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
Manaeement 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): ort
Affiliation:_i`gtl.�, V;cp� Yxc.
Address(Agency): &. 65 , I.LIA95,4ut Phone No.. to z93-34�¢-
Sianature: C�i�� _ _ Date:_r,o
F) Written Notice of New or Expanding 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
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 :CGS 106-8.05. A copy of the notice and a list of the property owners notified is
attached.
Name of
Date: L - A m A'
Name of Manager(if different from
Signature Date:
AWC -- January 1, 1997 3

III. Certification of Installation
'A) Coiiection St2Me�tment Installation
New. ex anded or retrofitted facility (Sn .
Animal waste storage and treatment structures such as._but not limited to lagoons and ponds, v eea i�g in
accordance with the approved plan to meet or exceed'the minimum standards and specificatio
For existing facilities without retrofits, no certification is necessary. .•..+•��
Name of Technical Specialist (Please Print):
Affiliation: S'�a; r► Ca�sw f�, Serv,`�eS 1'xc.
Address (Agency):
Signature: 4
B) Land Application Site (WUP)
Check the appropriate box
..JrgJca.� v� - /�• � r
Date Work Completed: -7 _ 31 _ py
Phone No.: q o _ �rQo _ z7,,
Date: _ p
() The cropping system is in place on aII land as specified in the animal waste management plan.
(4� Conditional Approval: all required land as specified in the plan is cleared for planting; the cropping system as
specified in the waste utilization plan has not been established and the owner has committed to established the
vegetation as specified in the plan by _M4RCN 15 H?2 (month/day/year); the proposed cover crop is appropriate for
compliance with the waste utilization plan.
(� Also check this box if appropriate
if the cropping system as specified in the plan can not be established on newly cleared land within 30 days of
this certification, the owner has committed to establish an interim crop for erosion control;
Name of Technical Specialist(Please Print):
WARD L . �oBsoK
Affiliation:
tQctt,S F
C.
Address(Agency): P a &Y 8�6 WARSAK ; N.C. ZeagG
Date Work Completed: .,r 3e
Phone No.:Q1a 243 -3434-
Signature: Date: f
This -following signature block is only to be used when the box for conditional approval in BIB above has been checked.
I (we) certify that I (we) have committed to establish the cropping system as specified in my (our) waste utilization plan, and if
appropriate to establish the interim crop for erosion control, and will submit to DEM a verification of completion from a
Technical Specialist within 15 calendar days following.the date specifed in the conditional certification. I (we) realize that
failure to submit this verification is a violation of the waste management plan and will subject me (us) to an enforcement action
from DEM.
Name of Land Owner:
Signature:
Name of
Signature:
different from owner):
AWC - August 1, 1997 4
✓ Date.
Date:

C) Runoff Controls from Exterior Lots (RC)
Facility with exterior lots
tile[hods to minimize the run off of pollutants from lounging and heavy use areas have been installed as specified
in the plan.
For facilities witliout..exterior lots, no certification is necessary.
Name of Technical Specialist (Please Print): N ,
Affiliation
Address (Agency): -
Signature:
Work Completed:
Phone No.:
Date:
D) An ulication and HandIin -E ! ment Installation (WUP or I)
Check the appropriate block -
Animal waste application and handling equipment specified in the plan is on site and ready for use;
calibration and adjustment materials have been provided to the owners and are contained as part of the plan.
C! Animal waste application and handling equipment specified in the plan has not been installed but the owner
has proposed leasing or third party application and has provided a signed contract; equipment specified in
the contract agrees with the requirements of the plan; required buffers can be maintained; calibration and
adjustment .guidance have been provided to the owners and are contained as part of the plan.
CE' Conditional approval: Animal waste application and handling equipment specified in the plan has
been purchased and will be on site and installed by AfAKLV t. ,144q (month/day/year); there is adequate
storage to hold the waste until the equipment is installed and until the waste can be land applied in
accordance with the cropping system contained in the .plan; and calibration and adjustnienc guidance have
been provided to the owners and are contained as pan of the plan.
Name of Technical Specialist (Please Print): Q, h
Affiliation 0aaoe.L`_s FooroS-_EMC.Date Work Completed: 713olq.9
Address (Agency): Q.D. P ax 8S G. 1 ► ap SAS„ � c 2f3 34 8 Phone No.: q I o 3 -3
Signature: Date: 7 30 8
The following signature block is only to be used when the box for conditional approval in III D
above has been checked.
I (we) certify that I (wd) have committed to purchase the animal waste application and handling equipment as
specified in my (our) waste management plan and will submit to DEM a verification of delivery and installation
from a Technical Specialist within 15 calendar days following the date specified in the conditional certification. I
(we) realize that failure to submit this verification is a violation of the waste management plan and will subject me
(us) to an enforcement action fr m DEM.
Name of Land Owner: L - M(�) F -e
'Signature• � Date: 3
Name of ManaG (if different from owner):
Signature: Date:
E) Odor Control. Insect Control and Mortality Management +SD. SI. WUP. RC or 1)
'Methods to control odors and insects as specifed in the Plan have been installed and are operational. The
mortality management system as specified in the PIan has also been installed and is operational.
Name of Technical Specialist (Please Print) : 44-f>VJASZZ L ._--
Affiliation C? ► -�, Foo F Vic. _ Date Work Completed: 71 ! 13,3
:address (Agency): PL-). ax 85 C- zg398 Phone No.:9l0 -?93 3w 34
Signature: Date: o
AWC -- August 1, 1997

Please return the completed form to the Division of Water Quality at the following address:
Department of Environment, Health, and Natural Resources
Division Of water Quality
Non -Discharge Branch, Compliance Unit
P.O. Box 29535
Raleigh, NC 27626-0535
Please also remember to submit a copy of this form along with the complete Animal Waste
Management Plan to the local Soil and Water Conservation District Office and to keep a copy
in your files with your Animal Waste Management Plan.
AWC -- August 1, 1997 6

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CARROL12S FOODS, INC.
WARSAW, NC 28398
Project:
Drawing:
Location: s t
Engineer:
Owner.
Scaie: 1
Pre .ared By:
Sampson County
North Carolina's largest county, 963

TABLE OF CONTENTS
CONSTRUCTION INFORMATION
OWNER/CONTRACTOR INFORMATION
MEMORANDUM TO GROWER
CERTIFICATION FORM (NC ONLY)
SITE EVALUATION (IF APPLICABLE)
VICINITY MAP.-
ASCS TRACT MAP
SOILS MAP
SOIL INVESTIGATION WORKSHEET
WASTE TREATMENT PLAN
AGRI-WASTE MANAGEMENT INFORMATION. (NC ONLY)
WASTE UTILIZATION PLAN
OPERATION AND MAINTENANCE PLAN
CONSTRUCTION SPECIFICATIONS FOR LAGOON
SEEDING PLAN (FARM SITE)
COMPUTER DRAWING OF EXISTING GROUND
EXISTING ELEVATIONS
LAGOON CROSS SECTION DIAGRAM
COMPUTER DRAWING OF PROPOSED LAGOON & BUILDING PAD
SITE BALANCE REPORT
COMPUTER DRAWING - ALL DATA PROPOSED
COMPUTER DRAWING - CONTOUR LINES
COMPUTER DRAWING - SLOPING LINES
COMPUTER DRAWING - BLOW-UP OF LAGOON OR BUILDING CORNER
BUILDING PAD ELEVATIONS
COMPUTER CROSS SECTION - EXISTING -PROPOSED -BALANCED
FACILITY OVERLAID ON EXISTING TOPO MAP
EMERGENCY ACTION PLAN
WASTE UTILIZATION PLAN EHIBIT A-6
NOTIFICATION TO NEIGHBORS

Swine Farm 'Waste Management Odor Control Checklist
Source Cause BMPs :to Minimize Odor Site Specific Practices
Farmstead • Swine production Vegetative or wooded buffers;
W'Recommended best management practices;
191"Good judgment and common sense
Animal body surfaces • Dirty manure -covered animals Dry floors
Floor surfaces • Wet manure -covered floors Slotted floors;
Waterers located over slotted floors;
13 Feeders at high end of solid floors;
a Scrape manure buildup from floors;
O Underfloor ventilation for drying
Manure collection pits • Urine; [� Frequent manure removal by flush, pit recharge,
• Partial microbial decomposition or scrape;
O Underfloor ventilation
Ventilation exhaust fans • Volatile gases; Fan maintenance;
Dust 00'I fficient air movement
Indoor surfaces • Dust Washdown between groups of animals;
O Feed additives;
1:3 Feeder covers;
13 Feed delivery downspout extenders to feeder
covers
Flush tanks • Agitation of recycled lagoon O Flush tank covers;
liquid while tanks are filling O Extend fill lines to near bottom of tanks with
anti -siphon vents
Flush alleys • Agitation during wastewater C3 Underfloor flush with underfloor ventilation
conveyance
Pit recharge points • Agitation of recycled lagoon Extend recharge lines to near bottom of pits
liquid while pits are filling with anti -siphon vents
Lift stations • Agitation during sump tank 17 Sump tank covers
filling and drawdown
Outside drain collection • Agitation during wastewater 17 Box covers
or junction boxes conveyance
AMOC - November 11, 1996, Page 3

Source
Cause
to
End of drainpipes at • Agitation during wastewater C ' Extend discharge point of pipes underneath
lagoon conveyance lagoon liquid level
Lagoon surfaces • Volatile gas emissions; N7iroper lagoon liquid capacity;
• Biological mixing; C�Correct lagoon startup procedures;
• Agitation 20munum
inimum surface area -to -volume ratio;
agitation when.pumping;
O Mechanical aeration;
O Proven biological additives
irrigation sprinkler • High pressure agitation; irrigate on dry days with little or no wind;
nozzles • Wind drift O Minimum. recommended operating pressure;
Pump intake near lagoon liquid surface;
O Pump from second -stage lagoon
Storage tank or basin • Partial microbial decomposition; O Bottom or midlevel loading;
surface • Mixing while filling; O Tank covers;
• .Agitation when emptying O Basin surface mats of solids;
O Proven biological additives or oxidants
Settling basin surface IN Partial microbial decomposition; €:Extend drainpipe outlets undemeath liquid
• Mixing while filling; level;
• Agitation when emptying _ O Remove settled solids. regularly
Manure, slurry or sludge • Agitation when spreading; O Soil injection of slurry/sludges;
spreader outlets • Volatile gas emissions O Wash residual manure from spreader after use;
O Proven biological additives or oxidants
Uncovered manure, • Volatile gas emissions while O Soil injection of slurry/sludges
slurry or sludge on field drying O Soil incorporation within 48 hrs.;
surfaces
O Spread in thin uniform layers for rapid drying;
O Proven biological additives or oxidants
Dead animals • Carcass decomposition Proper disposition of carcasses
Dead animal disposal • Carcass decomposition O Complete covering of carcasses in burial pits;
pits O Proper location/construction of disposal pits
Incinerators • Incomplete combustion O Secondary stack burners
Site
AD ' -�C - November 11, 1996, Page 4

Insect Control Checklist for Animal. Operations
Source
Cause BWs to Control Insects Site Specific Practices
_
Liquid Systems
Flush Gutters
• Accumulation of solids system is designed and operated
.Flush
sufficiently to remove accumulated solids from
fitters as designed.
R Remove bridging of accumulated solids at
discharge
Lagoons and Pits
• Crusted Solids Maintain lagoons, settling. basins and pits where
pest breeding is apparent to minimize the
crusting of solids to a depth of no more than 6 -
8 inches over more than 300/a of surface.
Excessive Vegetative
• Decaying vegetation Maintain vegetative control along banks of
Growth
lagoons and other impoundments to prevent
accumulation of decaying vegetative matter
along water's edge on impoundment's perimeter.
Dry Systems
Feeders
• Feed Spillage Design, operate and maintain feed systems (e.g.,
bunkers.and troughs) to minimize the
cumulation of decaying wastage.
Clean up spillage on a routine basis (e.g., 7 - 10
day interval during summer; 15-30 day interval
Feed Storage
uring winter).
• Accumulations of feed residuesReduce moisture accumulation within and
around immediate perimeter of feed storage
areas by insuring drainage away from site
and/or providing adequate containment (e.g.,
covered bin for brewer's grain and similar high
moisture grain products).
O Inspect for and remove or break up accumulated
solids in filter strips around feed storage as
needed.
AM- ` - November 11, 1996, Page l

Version —November 26, 2018
MOrtality Management Methods
Indicate which method(s) will be implemented.
When selecting multiple methods indicate a primary versus secondary option.
Methods other than those listed must be approved by the State Veterinarian.
Primary Secondary Routine Mortality
❑ ❑ Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal
death. The burial must.be at least 300 feet from any flowing stream or public body of water
(G.S.106-403). The bottom of the burial pit should be at least one foot above the seasonal
high water table. Attach burial location map and plan.
❑ Landfill at municipal solid waste facility permitted. by NC DEQ under GS 15A NCAC
13B .0200.
j� Rendering at a rendering plant licensed under G.S. Id6-168.7.
!=J
Complete incineration according to 02 NCAC 52C .0102.
LLLJJJ ❑
A composting system approved and permitted by the NC Department of Agriculture Con-
sumer Services Veterinary Division (attach copy of permit). If compost is istributed off -far
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).
j K Mass Mortality Plan
I JK Mass mortality plans are required for farms covered by art 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 tern orary procedures or measures for disposal according to G.S. 106-399.4.
Signature of Farm Owner/Manager Date Y
Signature of Technical Specialist
Date