390002_Permit Renewal Application 2019_20190410

State of North Carolina
Department of Environmental Quality
Division of Water Resources
APR 0 2 2019
Animal Waste Management Systems
Request for Certification of Coverage " --""=�c:
Facility Currently covered by an Expiring Sate Non -Discharge General Permit T =�=mac
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: 39-0002 Certificate Of Coverage Number: AWS390002
2. Facility Name: C. F. Blackwell Company
3. Landowner's Name (same as on the Waste Management Plan): C Forest Blackwell
4. Landowner's Mailing Address: 8114 Dick Blackwell Rd
City: Oxford State: NC Zip: 27565
Telephone Number: 919-693-4484 Ext. E-mail:
5. Facility's Physical Address: 2081 Mtn Creek Rd
City: Oxford State: NC Zip: 27565
6. County where Facility is located: Granville
7. Farm Manager's Name (if different from Landowner): 5 AvA. _
g. Farm Manager's telephone number (include area code): a V1—(0O -43 (0
9. Integrator's Name (if there is not an Integrator, write "None"): Murphy -Brown LLC
10. Operator Name (OIC): C Forest Blackwell
11. Lessee's Name (if there is not a Lessee, write "None"):
12. Indicate animal operation type and number:
Current Permit:
Operation Types:
Phone No.: 919-693-4484 OIC #: 18339
Operations Type Allowable Count
Swine - Feeder to Finish
1,256
Swine Cattle Dry Poultry Other Types
Wean to Finish Dairy Calf Non Laying Chickens Horses - Horses
Wean to Feeder Dairy Heifer Laying Chickens Horses - Other
Farrow to Finish Milk Cow Pullets Sheep - Sheep
Feeder to Finish Dry Cow Turkeys Sheep - Other
Farrow to Wean Beef Stocker Calf Turkey Pullet
Farrow to Feeder Beef Feeder
Boar/Stud Beef Broad Cow Wet Poultry
Gilts Other Non Laying Pullet
Other Layers

ROY COOPER
Governor
MICHAEL S. REGAN
Secretory
LINDA CULPEPPER
Director
NORTH CAROLINA
Environmental Quality
February 27, 2019
C Forest Blackwell
C. F. Blackwell Company
8114 Dick Blackwell Rd
Oxford, NC 27565
Subject: Application for Renewal of Coverage for Expiring State General Permit
Dear Permittee:
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 htips://deu.nc.gov/about/divisions/water-resources/water-ouality-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 "Reuuest for Certificate of Coverage Facilih Currently Covered by an
Expiring State Non -Discharge General Permit." The application form must be completed, signed and returned by April 3. 2019.
Please note that you must include one 11) copy of the Certified Animal Waste Management Plan 1CAWMPI with the
completed and signed application form. A list of items included in the CAWMP can be found on page 2 of the renewal
application form.
Failure to request renewal of your coverage under a general permit within the time period specified may result in a civil penalty.
Operation of your facility without coverage uncle; a valid general permit would constitute a violation of NCGS 143-215.1 and could
result in assessments of civil penalties of up to $23;000 per day.
If you have any questions about the State Non -Discharge General Permits, the enclosed application, or any related matter please feel
free to contact the Animal Feeding Operations Branch staff at 919-707-9100.
Enclosures
cc (w/o enclosures):
Sincerely,
Jon Risgaard, Section Chief
Animal Feeding Operations and Groundwater Section
Raleigh Regional Office, Water Quality Regional Operations Section
Granville County Soil and Water Conservation District
AFOG Section Central Files - AWS390002
Murphy -Brown LLC
Nortta Caroiiaa iDeparrei Ot of Eaviroaaaeatal Quality D'Vision of Water Resouaoes
�"�©E_ 512 N. Satis�ua�r St 1635 Mail Service EeateT Rakigia, F9oat.ln Ceaoiaai 276991636
919.7079600

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)
PRIMARY
SECONDARY
41.00
Mail one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed application
as required by NC General Statutes 143-215.10C(d) to the address below.
The CAWMP must include the following components:
1. The most recent Waste Utilization Plan (WUP) signed b► the owner and a certified technical specialist, containing:
a. The method by which waste is applied to the disposal fields (e.g. irrigation, injection, etc.) ✓
b. A map of every field used for land application (for example: irrigation map) /
c. The soil series present on every land application field ✓
d. The crops grown on every land application field ►-
e. The Realistic Yield Expectation (RYE) for every crop shown in the WUP
f. The maximum PAN to be applied to every land application field
g. The waste application windpws for every crop utilized in the WUP '7
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 'l
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 bebeby a principal executive officer of the corporation):
C�LQ�4 1�-1,- ---7t7.k a)t-R aG, ti Title: V Y�'� �Q �
Signature: 3] rZkp I \ (((
Name: Title:
Signature: Date:
Name: Title:
Signature: Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Telephone number: [phone]
E-mail: [e-mail]
FORM: RENEWAL -STATE GENERAL 02/2019

N-359-1
WASTE TREATMENT LAGOON ENGINEERING NOTEKEEPING
Design Survey, Design, and Plans
A. Engineering plans shall be prepared for each
component of an animal waste management
system. The design survey must be in
sufficient detail to allow an accurate
determination of waste inlet and outlet
locations, and volume requirements. This may
be accomplished by obtaining a centerline
profile of the embankment location, along
with some key elevations in and around the
lagoon area when the embankment type
lagoon is used, or sufficient cross -sections of
the area involved to prepare a topographic
map. Grid surveys of the area may be needed
at times. Designs will include documentation
showing how required volume is determined.
B. Record distance to nearest area for public use
or residence of anyone other than the owner or
his tenant.
C. Record.both structural classification and site
evaluation for all embankment lagoons. The
structural classification should be recorded on
Form NC-ENG-34 and the site evaluation
should be recorded on Form NC-CPA-17, Site
Evaluation.
D. A detailed soils investigation shall be made on
all sites with special attention to the water
table, seepage potential, and the need for a
liner.
E. A detailed operation and maintenance plan
shall be a part of every plan and design.
F. Source of water for initial filling of lagoon
should be indicated.
G. Check height of embankment and volume of
effluent to determine if a dam safety permit
from the Department of Environment, Health
and Natural Resources is required.
H. Show minimum thickness of liner and
moisture requirements if applicable.
Protection for liner during initial fill.
I. Emergency Action Plan
Construction Layout
Set enough well marked stakes to guide the
contractor in constructing the lagoon according to
plans.
Construction Check
As a minimum, the following data will be
recorded:
A. Embankment Type
1. Record profile and cross-section of
foundation cutoff trench.
2. Record a profile along centerline of
embankment to determine if top elevation
is adequate.
3. Record at least one cross-section of the
embankment to determine construction top
width and side slopes.
4. Record the elevation and bottom width of
the emergency spillway, if applicable.
5. Statement as to the adequacy of
construction of the embankment.
B. Excavated and embankment types
1. Take enough measurements to determine
that depth, slope, and storage requirements
have been met.
2. Record elevations of highly visible
markers that delineate the top and bottom
of the pumping volume. This is the
temporary storage minus the 25-year, 24-
hour storm and "Heavy Rain" factor.
3. Statement as to the adequacy of
construction of the liner, if applicable.
Show areas lined on "As BuiIts" and
thickness of liner installed.
NRCS, NC
January, 1998

N-359-2
C. For ramps and/or waste inlet pipes, and
overflow pipes, record the following:
I. Location.
2. Dimensions and kind of material used in
structures.
3. Elevation of invert of discharge to the
lagoon.
4. Elevation of overflow pipe.
D. Statement of the adequacy of control of
outside runoff into the lagoon.
E. Statement of the adequacy of vegetative
erosion control measures.
F. Statement to the effect that practice meets
plans and specifications.
G. Date and signature of person making
construction check.
Recording Data
Field notes will be recorded in a standard
engineering field book or a standard design form.
NRCS, NC
January, 1998

NATURAL RESOURCES CONSERVATION SERVICE
CONSERVATION PRACTICE STANDARD
WASTE TREATMENT LAGOON
(Number)
Code 359
DEFINITION
An impoundment made by excavation or
earthfill for biological treatment of animal or
other agricultural waste.
PURPOSE
To biologically treat organic waste, reduce
pollution, and protect the environment.
CONDITIONS WHERE PRACTICE
APPLIES
This practice applies where: (1) an overall waste
management system has been planned; (2) waste
generated by agricultural production or
processing needs treatment; (3) soils are suitable
for retaining the waste or can be sealed; and (4)
where livestock are concentrated.
This standard establishes the minimum
acceptable requirements for design,
construction, and operation of waste treatment
lagoons. Embankments are limited to hazard
359-1
class (a). This standard does not apply to waste
storage ponds or to waste storage structures.
CRITERIA
Location. The lagoon should be located near
the source of waste and as far from neighboring
dwellings as practical. If possible, locate the
lagoon where prevailing winds will carry odors
away from residences and public areas. Runoff
from outside drainage areas should not enter the
lagoon. The lagoon shall not be located in a
flood plain unless it is protected from inundation
or damage by a flood event that occurs once
every 25 years. LAGOONS FOR SWINE
SHALL NOT BE LOCATED IN THE 100-
YEAR FLOODPLAIN.
Minimum distance from wells and other water
sources must be in compliance with state and
local ordinances. It is the responsibility of the
designer to ensure that current state and local
distance requirements are met. The following
table shows minimum distances.
Conservation practice standards are reviewed "periodically, and updated if needed. To obtain the current
1 version of this standard, contact the Natural Resources Conservation Service i
Computer File:359.docidir:mydocumentsicooperitech
NRCS, NC
JANUARY, 1998
Rev. 4

359-2
Minimum Distance Table for all Animals Except Swine Facilities
Sited Under General Statute 106-801 thru 805
Public or Private use Facilities Minimum Distance From Facilities
Any public use area, church, picnic
area, playground, etc.
Residence or place of habitation
other than owner or his tenant
Wells For Human Consum•tion
Area specified by state or local
ordinance
Perennial Waters
Operation existing prior to 04/15/87
(No enlargement)
No increase in SSL
300 Ft.
300 Ft.
100 Ft. minimum - General Statutes
87-87 and 87-88. 152A2C.0107 a 1 c
New operation or existing operation
that is enlari in SSLW '
Greater of state/local or NRCS distance shown above.
100 ft. ew or Ex
' SSLW - Steady State Live Weight = Ave. wt. per unit xI no of runtitss capacity
@
Any exception to the above distances must be approved by the ASTC(FO) with concurrence from
State Conservation Engineer. the
750 Ft.
750 Ft.
The 750 ft. minimum distance must exist the day of the site investigation. Site evaluations are valid for
12 months.
NRCS, NC
JANUARY, 1998
Rev. 4

1'
The Minimum Distance for Swine Operations is Dictated by
General Statute 106 - 801 thru 805 as amended by HB-515
(Applies to swine operations sited on or after 8/27/97).
Swine House or Lagoon
359-3.
> 1,500 feet from any occupied residence 2,500 feet from any school, hospital, church
outdoor recreational facility, national park, historic property, or child care center.
500 feet from any property boundary.
500 feet from any well supplying water to a public water system.
500 feet from any well that supplies water for human consumption on property not
owned or controlled by the swine producer.
Land Application Site
75 feet from any residential property boundary (Any property with a residence on it)
75 feet from any perennial stream or river other than irrigation ditch or canal.
(Note: Waste Treatment Lagoons and Waste Storage Ponds are the same in respect to SB-1080.)
Odor Control
As a minimum the following will be used to
reduce odor on all lagoons:
• New or emptied lagoons shall be precharged
with a volume of water equal to one-half of
the treatment volume before wastes are
introduced, so that solids discharged into the
lagoon are submerged.
• Pipes discharging wastes into the lagoon
shall be extended beneath the surface of the
lagoon to avoid releasing gases from
agitated wastes.
• Intake pipes for effluent removal shall be
placed in the aerobic layer of liquid
approximately 18 inches below the surface.
A floating intake may be used.
When practicable a dense stand of trees and
shrubs strategically placed around lagoons,
production facilities, and fields can reduce or
redirect winds helping to contain or disperse
odors.
Emergency Action Plan
An Emergency Action Plan shall be prepared for
each lagoon. The plan will outline steps to be
followed in case of an emergency with the
lagoon such as overflow, breaching, leakage,
need for emergency land application, etc. As a
minimum it will contain the following items for
the owner/operator to carry out in the event of
an emergency:
• Ca11 the Division of Water Quality (DWQ)
to report the problem. Include name and
phone number of the appropriate regional
office. If outside normal business hours,
call the N. C. Emergency Management
NRCS, NC
JANIJARY, 1998
Rev. 4

the swine farm; the county or counties in
which the farm is located; and the local health
department or departments having jurisdiction
over the farm site of that person's intent to
construct the swine farm. This notice shall be
by certified mail sent to the address on record
at the property tax office in the county in which
the land is located. Notice to a local health
department shall be sent to the local health
director. The written notice shall include all of
the following:
1. The name and address of the person
intending to construct a swine farm.
2. The type of swine farm and the design
capacity of the animal waste management
system.
3. The name and address of the technical
specialist preparing the waste management
plan.
4. The address of the local Soil and Water
Conservation District Office.
S. Information informing the adjoining
property owners and the property owners
who own property located across a public
road, street, or highway from the swine
farm that they may submit written
comments to the Division of Water Quality,
Department of Environment and Natural
Resources.
Hazard Classification
The area downstream of the embankment must
be evaluated carefully to determine the impact
from a sudden breach of the proposed
embankment on both structural and
environmental features. This evaluation must
consider all existing improvements and those
improvements that may reasonably be expected
to be made during the useful life of the structure.
The results of this examination provide for the
proper hazard class of the embankment. Only
359-5
hazard class (a) embankments are to be designed
under this standard. See Engineering
Notekeeping, Field Office Technical Guide
Practice Standard 378 or National Engineering
Manual 520.21 for guidance concerning
documentation of hazard class determination.
Soil and foundation
Locate the lagoon on soils of slow to moderate
permeability or on soils that can seal through
sedimentation and biological action. Avoid
gravelly soils and shallow soils over fractured or
cavernous rock.
A detailed soils investigation with special
attention to the water table and seepage potential
must be a part of each plan and design. The
soils investigation must extend at least two feet
below the planned bottom. In the vicinity of the
embankment, but not under it, the soils
investigation will extend to a depth equal to the
height of the embankment or until rock is
encountered. When poor foundation conditions
are anticipated, the investigation shall extend to
the depth determined by the designer.
When an embankment is involved samples of
the proposed fill material should be obtained and
tested. Tests required are'at the discretion of the
designer. The test results shall be used to
determine the design requirements for the
embankment.
A minimum of five test pits or 1 per 10,000 ft2
of lagoon bottom is recommended.
Liners
If rapid self sealing is not probable, special
considerations such as mechanical treatment,
lining, or other techniques must be considered.
A liner, or equivalent sealant, is required in SP,
SW, GP, and GW, or other problem soils as
NRCS, NC
JANUARY, 199E
Rev. 4

359-4
Office in Raleigh and ask them to contact
DWQ. Give the name of the facility,
location and DWQ registration/certification
number.
• Call 911 or the Sheriff's Department if there
is danger to downstream property
(residences, road, etc.). Include phone
number.
• Contact the contractor of owner's choice to
begin repair of problem to minimize off -site
damage. Include names and phone
number(s).
• Contact the technical specialist who certified
the lagoon (NRCS, Consulting Engineer,
etc.). Include phone number. If this
specialist is no longer working, contact one
who has design approval.
A copy of this plan with telephone numbers
filled in must be available at each site. It should
be posted in a readily accessible location.
Site Investigation
A detailed site investigation shall be made
for each lagoon prior to design. This
investigation should include, but not be
limited to evaluation of, distance from
residences, proximity to the 100-year
floodplain, blue line streams, zoning
jurisdiction of municipalities, utilities in the
construction area, wetlands, available land
for disposal, soils, and other environmental
factors. Form NC-CPA-17 may be used.
When requested by the technical specialist,
the owner shall furnish the distance from
nearest residences or other private or public
use facilities. At the discretion of the
technical specialist, a survey by a registered
land surveyor may be required to establish
the distances.
During the site investigation, it must be
verified that no subsurface tile lines are
present. On sites that are located on
cropland or land that has been cropped in the
past and is land with soil types that respond
to subsurface drainage, an observation
trench along the entire length of the
embankment shall be constructed to a
minimum of five feet in depth. The
observation trench may be excavated during
the soils investigation phase or during
construction. The trench shall have a
bottom width adequate to accommodate the
equipment used for excavation, backfill, and
compaction operations and the side slopes
shall be 1:1 or flatter. If any tile lines are
present in the area of the embankment, they
must be removed for a minimum distance of
15 feet beyond the downstream embankment
toe. If a tile line exists above the
embankment it shall be rerouted around the
lagoon.
If wetlands may be involved, contact the Corps
of Engineers and/or NRCS for a wetland
determination/delineation. If wetlands are
involved, a 401 water quality certification and a
404 permit may be needed.
Written notice of swine farms
Any person who intends to construct a swine
fare: whose animal waste management system
is subject to a permit shall, after completing a
site evaluation and before the farm site is
modified, notify all adjoining property owners;
all property owners who own property located
across a public road, street, or highway from
NRCS, NC
JANUARY, I99S
Rev. 4

359-6
classified according to the Unified Soil
Classification System. A liner is also required
for most SM soils. A determination as to
whether a liner is needed for other soils will be
made during the on -site soils investigation prior
to the design.
If a liner is required and a clay liner is the
sealant of choice it will be designed and
installed in accordance with NRCS South
National Technical. Center (SNTC) Technical
Note 716 (Revised September 1993). A
qualified construction inspector designated by
the designer must be on site during construction
as necessary to verify proper liner construction
in accordance with Technical Note 716. In the
absence of supervision of construction by a
qualified inspector, the liner must be tested to
verify a maximum hydraulic conductivity of
1.25 x 10-6 cm/sec. (.003 ft/day)
Since soils are not always consistent, during
construction small areas not evident during the
investigation may be found. These areas should
be over excavated and lined with clay or other
suitable sealant material as specified by the
designer. Other sealant or lining techniques
should be planned according to industry
accepted design, installation, operating
procedures appropriate for the selected
technique.
Waste production
Waste treatment lagoons are designed on the
basis of 5-day biochemical oxygen demand
(BOD5) or volatile solids (VS) loading. Design
loading shall be based on the maximum steady
state live weight of animals using the iagoon and
on the waste produced. Information on waste
production is provided in Chapter 4 of the
Agricultural Waste Management Field
Handbook (AWMFH).
The values for waste production and the
characteristics of fresh livestock manure given
in Table 1 are from the North Carolina
Cooperative Extension Service and should be
used except for specific situations which deviate
from normal. It should be noted that the amount
of nutrients available for crops is different from
the amount produced. See Waste Utilization
(633) and Nutrient Management (590) for plant
available nutrients and nutrient uptake values by
various crops. Site specific data, when available
may be used in lieu of the information given in
the table.
Domestic and industrial waste from washdown
facilities, showers, toilets, sinks, etc., shall not
be discharged into the animal waste
management system.
NRCS, NC
JANUARY, 1998
Rev. 4

359-7
Table 1. LIVESTOCK FRESH MANURE CHARACTERISTICS
Average
Animal
Weight
Manure
Production
(Feces & Urine)
Nitrogen
Phosphorus Potassium
P205 K20
Total N (Ammonia NH3N
(lb)
(gal/day)
(ton/yr)
< (lbs/ton) >
064 1400
14.6 21.9 10.5 1.8
Beef 800 5.53 7.9
Veal 200 1.49 2.0
Swine
135 1.37 1.9
Sheep 60 0.28 0.4
Goat
140 0.69 1.1
11.9
8.6
12.4
5.0
8.2
4.0
6.8
7.3
4.9
9.6
8.8
11.0
8.3
20.8 6.2 9.9 19.4
21.8 6.5 12.1 17.7
Horse
1000 5.95 9.2
12.0 2.4 6.5 12.0
Rabbit
10 0.08 0.06 23.0 6.9 20.6 10.8
Laver 4
0.03 0.05 26.2
6.6 21.1 11.4
Broiler 2
0.25
0.03 26.0
6.5 16.3 11.2
Turkey 15
3
Duck
0.08
0.04
0.12 26.7
0.05 27.8
3.4 22.5 12.3
5.3 22.5 15.6
Fresh Water
The following amount of excess water is to be added to the temporary storage:
Type of Operation
Live Weight
Excess Water
Nursery
30 lbs
0.2 gals/hd/day
Finishing
135 lbs
0.9 galsihd/day
Farrow-Weanling
433 lbs
2.9 gals/sow/day
Farrow -Feeder
522 lbs
3.5 gals/sow/day
Farrow -Finish
1,417 lbs
9.5 gals/sow/day
Boar -Stud
400 lbs
2.7 gals/animal/day
1.0 gals/animal/day
6.0 gals/animal/day
Gilt
150 lbs
Dairy
1,4001b
Lavers
4 lbs
0.013 gals/bird/day
Anaerobic waste treatment lagoons are designed
on the basis of daily Volatile Solids (VS)
loading per 1,000 ft3 of lagoon volume.
Maximum loading for anaerobic lagoons shall
be as indicated in Figure B (See Fig. 10-22, page
10-29 of AWMFH) or Table 2. Animal weights
are expressed as average values for the purpose
of lagoon design.
NRCS, NC
JANUARY, 1998
Rev. 4

359-8
Animal Type
Dairy
Beef
Veal
TABLE 2. LIVESTOCK ANAEROBIC LAGOON CRITERIA
per head
per head
per head
Average
Live
Animal
Weight
(Ibs)
200
Feces,
Urine and
Excess Design Treatment Volume
Wash
Water°
gals/day
ft3%tb
ft3/Unit
# 1400
�� 15swine IMINNMNIIIIININIMMMINNIM
WeaNFeed 0
per head 30
Feed/Fin
0.5
.75
La. oon Li• uid Ca. acit
Sludge Storage Volumee d
ft3/Ib ft3%Unit
530
MI. 145 MI
Temp
Storage
MEIN
�� 1.0 ��
.25 74
killiui522
r 1111
354
1417 .25 89 • 11&1111. .17
Gilt Dev. per head 150 2.5 1.0 150 ���
200 . 125 50.0Layer per bird lal) .045 2.5
Poultry 111
1.1
INOM 2.5 3.8
Total Volume
per head
per head
Pullet
per bird
400
bOne-time animal or bird capacity
°Does not include fresh flush water or drainage area runoff
cNo manure solids removal prior to lagoon. input
°Sludge accumulation for approximately 5 years. Accumulation rates are without solids removal.
' Temporary storage consists of 1) manure, 2) excess wash water, 3) rainfall in excess of evaporation, 4) 25-
year, 24-hour storm, 5) "Heavy Rain" Factor , 6) outside runoff, if any .
" Total volume consists of design treatment volume, sludge storage, temporary storage and 25 year, 24 hours
storm. Does not include Freeboard and depth of flow in spillway (if applicable)
# Minimum Volume for Dairy and Beef may be decreased when the solids are removed.
6.7
.017
1.0
0.5
30
Naturally aerobic lagoons are designed on the
basis of daily BOD5 loading per acre of lagoon
surface. The maximum aerobic lagoon loading
rate for North Carolina is 50 Ib. of BOD5 per
acre per day shall be as indicated in Figure C
(See Figure 10-25, page 10 of the NRCS
Agriculture Waste Management Field
Handbook. One 1400 Ib. dairy cow requires
2000 ft' of surface area while one finishing hog
requires 365 ft2.
NRCS, NC
JANUARY, 1998
Rev. 4
J

)
Mechanically aerated lagoons using floating
surface aerator technology for odor control are
designed to satisfy 50% of the waste COD based
on an oxygen transfer rate of 3 lbs per
horsepower -hour and require 1000 ft2. of
surface area maximum per horsepower of
aeration. Refer to the design procedures
provided in the Agricultural Waste Management
Field Handbook or to Cooperative Extension
Service Research Data. Alternate aeration waste
treatment technologies should be planned,
installed, and operated according to proper
design and operating procedures.
Sludge
Any anaerobic lagoon will accumulate
significant amounts of sludge regardless of the
bacterial digestion efficiency. This
accumulation of sludge in time will diminish the
treatment capacity of the lagoon unless the
lagoon is designed with enough storage capacity
to avoid having to remove the bottom sludge
throughout the life of the lagoon. Table 2 shows
the re ulume for slud a acc ulatior. n
anaerobic lagoons. The volume of sludge
storage required in Table 2 is equal to
approximateIY3 years accumulation.
Sludge storage is required in the lagoon design.
The amount of sludge accumulation shall be
calculated and included in the producer's Waste
Utilization Plan. The plan will include a
statement that sludge should be tested before
land application. The Waste Utilization Plan
will include the number of acres required for
land application of sludge in the future based on
current agronomic rates.
Waste Storage Volume. The maximum
operating level shall be set to provide the
designed loading (treatment volume)plus a
volume sufficient to store the following:
359-9
1. Manure and waste water'
2. Excess wash water
3. Normal precipitation Iess evaporation on
lagoon surface'
4. Solids accumulation2
I Accumulated between periods of drawdown
2For the period between solids or sludge
removal
Mechanically aerated lagoons are designed on
the basis of BOD5 or ultimate BOD loading and
on the basis of the equipment manufacturer's
performance data for oxygen transfer and
mixing. If used for odor control, aeration
equipment shall provide a minimum of 0.5 kg
(1 lb) of oxygen for each half kilogram (pound)
of BOD5 contributed daily. For complete
treatment, refer to the design procedures
provided in the Agricultural Waste Management
Field Handbook.
The maximum operating level shall be sufficient
distance below any automatic outflow device,
pipe or emergency spillway to provide storage
for the 25-year, 24-hour precipitation on the
lagoon surface plus a heavy rainfall equal to or
greater than an additional 25-year, 24-hour
storm. The maximum operating level shall be
marked with a highly visible marker set in the
lagoon.
The minimum operating level after drawdown
should normally be that level needed for the
design loading (treatment volume plus sludge)
except when the lagoon is in drawdown to
permit sludge removal or addition of dilution
water. This level shall be marked with a highly
visible marker.
Temporary Storage Volume
In addition to the required treatment volume,
waste treatment lagoons shall be provided with
temporary storage. The volume of temporary
NRCS, NC
JANUARY, 1998
Rev. 4

359-10
storage provided shall be consistent with the
planned pumping interval incorporated into the
waste utilization plan. In soils with high water
tables all temporary storage shall be above the
seasonal high water table. A minimum of at
least six months temporary storage is
recommended except when special management
practices or techniques permit otherwise.
The minimum volume of temporary storage is the total of the following:
With Outside Drainage Area
1. Manure and excess water'
2. Normal precipitation that falls on lagoon
surface less evaporation on lagoon surface
for time of year which results in greatest
storage requirementl.
3. Undiverted runoff from drainage area for
normal rainfall during storage period.
4. 25-year, 24-hour precipitation on lagoon
surface.
5. Undiverted runoff from 25-year, 24-hour
storm from drainage area.
Without Outside Drainage Area
1. Manure and excess waterl.
2. Normal precipitation that falls on lagoon
surface less evaporation on lagoon surface
for time of year which results in greatest
storage requirementl.
3. 25-year, 24-hour precipitation on lagoon
surface + additional "Heavy Rain"2 factor
which exceeds the long-term rainfall
average.
IAccumulated during the period benveen times of excess effluent removal.
2The "Heavy Rain" Factor shall be equal to or greater than the 15-year, 24-hour storm.
Note: Additional temporary storage may be provided to meet management goals or regulations.
Depth
The minimum depth of liquid shall be 6 feet for
mechanically aerated and anaerobic lagoons,
and 2 feet for aerobic lagoons. The maximum
depth for mechanically aerated and anaerobic
lagoons is dictated by the site and the
equipment. The maximum operating depth for
aerobic lagoons shall be 5 ft.
Foundation Cutoff (Keyway, Cutoff, or Core
Trench)
A cutoff of relatively impervious material shall
be provided under the embankment if necessary
for seepage control. The cutoff shall be located
at or upstream from the centerline of the dam. It
shall extend up the abutments as required and be
deep enough to extend into a relatively
impervious layer or provide for a stable
embankment when combined with seepage,
control. The cutoff trench shall have a bottom
width adequate to accommodate the equipment
used for excavation, backfiIl, and compaction
NRCS. NC
JANUARY, 1998
Rev. 4

operations, and the side slopes shall be 1:1 or provision shall be made for protecting the
flatter. emergency spillway, if any, from damage.
All foundation cutoffs shall be dewatered before
backfilling.
Bottom and edges
The bottom of all lagoons shall be
approximately level. The side slopes of all
lagoons shall be uniform from top to bottom and
shall be stable for existing soil conditions.
Scarify the bottom and cut slopes of the lagoon a
minimum depth of six inches and compact to
decrease the permeability of the soil.
Compaction shall be with a sheepsfoot roller or
tamping roller.
In certain soils a liner will be required. Special
consideration must be spelled out in the design.
(See page 359-4, Liners)
Earth embankment
For this standard, the maximum effective height
of the dam is 35 feet. The allowance for
settlement shall be no less than 5 percent. The
side slopes of the settled embankment shall not
be less than 3 horizontal to 1 vertical. All slopes
must be designed to be stable. The minimum
elevation of the top of the settled embankment
shall be one foot above the maximum design
water surface in the lagoon.
The minimum top width for embankments are
shown in the following table. If the.
embankment top is to be used as a public road,
the minimum width shall be 16 feet for one-way
traffic and 26 feet for two-way traffic.
Guardrails or other safety measures shall be
used where necessary and shall meet the
requirements of the responsible road authority
When the embankment top is used as a road,
359-11
Total height of
Embankment (ft)
Minimum Top Width
(ft)
up to 20
10
20 to 24
12
24 to 34
14
35
15
The design height of the embankment shall be
increased by the amount needed to insure that
the design top elevation will be maintained after
all settlement has taken place.
Compaction of the fill material shall be in
accordance with the specified design
requirements for compaction and moisture
content. As a minimum compaction shall be
equivalent to, or better than, the following:
1). layers of fill material shall not exceed 9
inches in thickness before compaction, 2). the
routing of the hauling and spreading equipment
over the fill must be in such a manner that every
point on the surface of each layer of fill will be
traversed by not less than one tread track of the
loaded equipment traveling in a direction
parallel to the main axis of the fill. 3). Clayey
soils shall be compacted with a "sheepsfoot" or
tamping roller.(See SNTC Technical Note 716
for guidance on compaction.)
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.
When testing is required the owner will be
responsible for furnishing test results and
certification that the fill meets the design
NRCS, NC
JANUARY, 1998
Rev. 4

359-12
requirements. Any tests and certification should
be performed by a certified laboratory.
If needed to protect the face of the embankment,
special measures, such as berms, rock riprap,
sand -gravel, soil cement, or special vegetation
shall be provided (TR-56 and TR- . /9
Inlet
If freezing is not a problem, an open inlet, such
as a concrete channel, may be used. If freezing
is a problem, the inlet shall consist of a pipe
having a minimum diameter of 6 inches and a
minimum slope of 1 percent, except that a
minimum diameter of 4 inches may be used for
milking center waste. The inlet pipe shall
terminate a sufficient distance from the
shoreline to insure good distribution. It should
be far enough below the surface to avoid
freezing or be provided with other protective
measures. Access should be provided to the
pipe for rodding in case of blockage.
Inlet Pipes
Pipes that convey waste from the houses to the
lagoon shall be designed and installed in a
manner that will prevent erosion of the lagoon
side slope. This will be accomplished by
extending the pipe beyond the slope of the
lagoon, and discharging the waste below the
surface.
Other Pipes
Pipes such as those that are used for recycling
effluent to use as flush water and irrigation
intakes shall be placed as far from the inlet pipes
as possible in order to provide a cleaner effluent
for flushing and to reduce odors when irrigating
on land.
When these pipes are to be placed through the
embankment the location and method of
installation shall be approved by the designer of
the embankment or a technical specialist
designated by the soil and water conservation
commission to design and approve waste
treatment lagoons. Installation shall be certified
by the technical specialist.
Emergency Spillways
Lagoons with an outside drainage area having a
maximum design liquid level of 3 feet or more
above natural ground shall be provided with an
emergency spillway. The crest of the
emergency spillway shall be located at the same
elevation as the top of the 25-year, 24-hour
storm storage. The emergency spillway shall be
placed in undisturbed soil when possible. When
it must be placed in fill material, precautions
shall be taken to insure the integrity of the
structure.
The emergency spillway shall pass a 25-year,
24-hour storm without over topping the
embankment. There shall be a minimum of 1
foot of freeboard above the designed depth of
flow in the emergency spillway. Where lagoons
empty into waste storage ponds or secondary
lagoons and the liquid level is positively
controlled by an adequately sized overflow pipe,
no emergency spillway is required for the
primary lagoon.
All lagoons with 1 million cubic feet of Waste
Storage Volume (volume below maximum
elevation for pump ON) shall have an
emergency spillway. Lagoons without an
outside drainage area and less than I million
cubic ft. of Waste Storage Volume are not
required to have an emergency spillway;
however, the landowner shall be given the
option to install an emergency spillway to
prevent catastrophic occurrences.
NRCS. NC
1ANLARY, 1998
Rev. 4
J

Other Outlets
Where excess effluent is not to be removed from
the lagoon by pumping, an overflow pipe shall
be installed to discharge into another lagoon or a
waste storage pond. The overflow pipe shall
have a minimum diameter of 6 inches and shall
have sufficient capacity to prevent over topping
of the lagoon during peak inflow periods.
The overflow pipe shall be installed so that
effluent is discharged from a minimum of 6
inches below the surface. An "elbow" or "tee"
pipe fitting or similar device on the inlet end of
the overflow pipe may be used for this purpose.
When pumps and sumps are needed to lift waste
from a lower elevation to a higher elevation,
provisions must be made to prevent overflow of
the sump in case of power or pump failure. The
sump shall be covered or fenced for safety.
Protection
If the lagoon will create a safety hazard, it shall
be fenced and warning signs posted to prevent
children and others from using it for purposes
other than intended.
The lagoon shall be fenced, if necessary, to
protect the vegetation and the embankment.
Erosion and Sediment Control Measures
Plans for waste treatment lagoons shall include
temporary measures for the control of erosion
and sedimentation during the construction
period. Such measures shall be maintained for
efficient operation. Permanent vegetation shall
be established on all disturbed areas in
compliance with Critical Area Treatment
standards (342-II) of the Technical Guide.
CONSIDERATIONS
359-13
If the embankment is over 15 feet high and
impounds over 10-acre feet of effluent, a permit
must be obtained as required by the North
Carolina Dam Safety Law.
Types
Waste treatment lagoons are of three general
types --anaerobic, naturally aerobic, and
mechanically aerated. Anaerobic lagoons
require less surface area than naturally aerobic
lagoons but may give off odors. Naturally
aerobic lagoons are relatively odor free.
Mechanically aerated lagoons are comparable in
size to anaerobic lagoons and are generally odor
free, but they require energy for aeration.
Anaerobic lagoons are most commonly used for
livestock waste treatment.
Since the anaerobic process is not dependent on
maintaining free oxygen, lagoons can be deeper
and require less surface area. Anaerobic
decomposition of livestock waste can result in
the production and emission of odorous gases;
however, an anaerobic lagoon that is properly
sized can be managed to keep odors to a
minimum. Figure A is an example of a typical
anaerobic lagoon.
Naturally aerobic lagoons tend to be relatively
odor free because bacterial digestion tends to be
more complete. Aerobic lagoons are designed
on the basis of surface area instead of volume.
Aerobic lagoons may require up to 25 times as
much land area as anaerobic lagoons and are
usually not recommended for livestock and
poultry waste treatment in North Carolina
because of space requirements.
Mechanically aerated lagoons combine the best
features of aerobic and anaerobic; that is, good
odor control with small surface area
NRCS. NC
JANUARY, 1998
Rev. 4

359-14
requirements. They may also be used for
nitrogen removal where land area for disposal is
limited. The major disadvantage of
mechanically aerated lagoons is the high cost of
electric energy for continuous operation of the
aerators.
Due consideration should be given to facility
access, ease of loading and unloading
wastes, the overall waste management plan,
and health and safety factors. Non -polluted
runoff shall be excluded from the lagoon if
not included in the design capacity. The
Waste Treatment Lagoon should be located
so that prevailing winds, vegetative
screening, and building arrangement
minimize odor and visual resource
problems.
Solids removal
To reduce sludge buildup, remove solids from
waste of animals, such as dairy cattle, fed high
roughage rations. A solids trap or a separator
may be provided between the waste sources and
the lagoon. This may be a concrete or earth
structure that can be emptied periodically. The
sizing of these structures will be such that a
waste utilization plan can be developed. If earth
structures are used, a minimum of two should be
planned so that one can be dried and cleaned
while the other is functioning.
Organic nitrogen compounds and phosphorous
compounds tend to accumulate in sludge. In
addition to nitrogen levels up to 13 times higher
than lagoon liquid and phosphorous Ievels up to
45 times higher than lagoon liquid
concentrations, sludge may also contain
significant levels of heavy metals, salts, and
other trace elements.
PLANS AND SPECIFICATIONS
Plans and specifications for installing waste
treatment lagoons shall be in keeping with this
standard and shall describe the requirements for
applying the practice to achieve its intended
purpose.
Plans and specifications for a waste treatment
lagoon will only be prepared when it is a part of
a complete waste management system including
a waste utilization plan.
OPERATION AND MAINTENANCE
A written Operation and Maintenance (0 & AEI)_
PlarrshaIl be prepared for each lagoon. The 0
& M Phan shall be incorporated into the design
prepared Tor the Waste Management System. A
copy will be given to the landowner and
discussed with him. As a minimum, the 0 & M
Plan shall contain the following:
l . A waste utilization plan that is in accordance
with FOTG Practice Standards for Waste
Utilization (633) and Nutrient Management
(590). (Note: A more detailed plan may be
required if controlling nutrient is other than
N.)
2. Precharge with a volume of water equal to
one-half of the treatment volume before
wastes are introduced.
3. HighIy visible markers shall be installed to
mark the upper and lower elevations of the
Temporary Storage (pumping Volume).
Pumping shall be done as necessary to
maintain the liquid level between these
markers.
NRCS, NC
JANUARY, 1998
Rev. 4
J

4. Recommendations for inspection and
maintenance of embankment and other
structures.
5. Recommendations for inspection and
maintenance of vegetation.
6. Information on sampling and testing of
effluent.
7. Afterfivr - • s..thevaste treatment lagoon
shall be checked for sludge accumulation
annually. If sludge ias e c cached into the
treatment volume, the sludge will be
removed and applied at agronomic rates
based on analysis of the sludge. Treatment
volume must have ajninimum of 4 fEeTEr
depth free of sludge at all times.
8. Others, as appropriate.
359-15
NRCS, NC
JANUARY, 1998
Rev. 4

Freeboard (IA foot rintran) 1/
Depth of 25-year. 24-hour storm event on lagoon surface
•M'nN Upef u ta.y --- _.
1
6 fee t minimum
'heavy Rainfall' Factor - As a nlnlnun nest be equal to or greater than the depth of
25-Year. 24-hoar 'torn on the lagoon surril%
Depth of normal precipitation less evaporation on the lagoon surface
accumulated curing the treotnent period
Volume of manure. wastewater, and excess water occunuloted during the
treotnent period (VSV)
Minim" treotnent volume (MTV)
Volune of accun la ted Sludgey" 1 for period between sludge 3
removal events (SW
hole,
ll�e nlnkxn treatment volume for an anaerobic waste
treatment lopoon Is hosed on volotse adlds.
iLIRE A — ANAEROBIC LAGOON CROSS SECTION
I./
Crest of spillway or other
outflow device I.I.ere
perrJss1,1r)
/-- IlokYx.n drordown
1/ if an emergency spslway Is used, the
design depth of flow mist he added to the
freeboard

U.S. DEPARTMENT OF AGRICULTURE
5.5
•
11
SOURCE.
CONSERVATION PRACTICE SIANDATIO 299, IMP COUPLED USING AUTOMATED IMP
CONSTRUCTICHT. PAI.ONN. CARTOGRAPHIC CENTER. TORT NORTH. TEXAS 1991.
—TT
mum 10-.11
ANAEROBIC LAGOON LOADMIG RATE ILB V8/1000 FTe/DAY) MO
4.5
3.6
Figure B
0
3.6 3.5
200 .100
GOO
0.5
SOIL CONSERVATION SERVICE
3.5
4
4.5
6
5.5
NETTES
UPPING Tate enaukt be
NNHorPnalNy DOW
where TO oder. meet be
DAG (T) in moan-
lainoss• areas.
2. Leading Tole may b. In
creased Gap...matey 50X
for deay and boat call,.
*axial ornan in. nalid.
haws bean 'mewed.
REVISED LIARGH 1991 I 005006

U.S DEPARTMENT OF AGRICULTURE
45
i0
50
t6,
444
40
35 30
/OJy
26
SOURCE:
CONSERVATION PRACTICE SIANDARO .359 MAP C00PACO USING AUTOMATED MAP
CONSTRUCTION NATIONAL CARTOGRAPHIC CENTER, PORT WORTH, TEXAS 1991
MURK 10-18
AEROBIC LAGOON LOADING RATE Q.B B0D6/ACRE/DAY) 120)
20
20
Figure C
25
80 LAGOONS TREATING AooAL MANUR( OR OMCR
BASTES WIN A NGN COO/900 RARO WILL
OFTEN 9L AEROBIC ONLY NEAR 33,E SURPACE
25
55
80
0 300 400 000 M
80
SOIL CONSERVATION SERVICE
25
30
36
40
46
60
80�
REVISED MARCH 1991 1005009

N-359-1
WASTE TREATMENT LAGOON ENGINEERING NOTEKEEPING
Design Survey, Design, and Plans
A. Engineering plans shall be prepared for each
component of an animal waste management
system. The design survey must be in
sufficient detail to allow an accurate
determination of waste inlet and outlet
locations, and volume requirements. This may
be accomplished by obtaining a centerline
profile of the embankment location, along
with some key elevations in and around the
lagoon area when the embankment type
lagoon is used, or sufficient cross -sections of
the area involved to prepare a topographic
map. Grid surveys of the area may be needed
at times. Designs will include documentation
showing how required volume is determined.
B. Record distance to nearest area for public use
or residence of anyone other than the owner or
his tenant.
C. Recordbothstructural classification and site
evaluation for all embankment lagoons. The
structural classification should be recorded on
Form NC-ENG-34 and the site evaluation
should be recorded on Form NC-CPA-17, Site
Evaluation.
D. A detailed soils investigation shall be made on
all sites with special attention to the water
table, seepage potential, and the need for a
liner.
E. A detailed operation and maintenance plan
shall be a part of every plan and design.
F. Source of water for initial filling of lagoon
should be indicated.
G. Check height of embankment and volume of
effluent to determine if a dam safety permit
from the Department of Environment, Health
and Natural Resources is required.
H. Show minimum thickness of liner and
moisture requirements if applicable.
Protection for liner during initial fill.
I. Emergency Action Plan
Construction Layout
Set enough well marked stakes to guide the
contractor in constructing the lagoon according to
plans.
Construction Check
As a minimum, the following data will be
recorded:
A. Embankment Type
1. Record profile and cross-section of
foundation cutoff trench.
2. Record a profile along centerline of
embankment to determine if top elevation
is adequate.
3. Record at least one cross-section of the
embankment to determine construction top
width and side slopes.
4. Record the elevation and bottom width of
the emergency spillway, if applicable.
5. Statement as to the adequacy of
construction of the embankment.
B. Excavated and embankment types
1. Take enough measurements to determine
that depth, slope, and storage requirements
have been met.
2. Record elevations of highly visible
markers that delineate the top and bottom
of the pumping volume. This is the
temporary storage minus the 25-year, 24-
hour storm and "Heavy Rain" factor.
3. Statement as to the adequacy of
construction of the liner, if applicable.
Show areas lined on "As Builts" and
thickness of liner installed.
NRCS, NC
January, 1998

N-359-2
C. For ramps and/or waste inlet pipes, and
overflow pipes, record the following:
1. Location.
2. Dimensions and kind of material used in
structures. F. Statement to the effect that practice meets
plans and specifications.
4. Elevation of overflow pipe.
3. Elevation of invert of discharge to the
lagoon. G. Date and signature of person making
construction check.
D. Statement of the adequacy of control of
outside runoff into the lagoon.
E. Statement of the adequacy of vegetative
erosion control measures.
Recording Data
•
Field notes will be recorded in a standard
engineering field book or a standard design form.
NRCS, NC
January, 1998

r- for; cca 3 /c m p
Re • L/ 8%/
ANIMAL WASTE UTILIZATION PLAN
Producer: Forest Blackwell
Location: 8114 Dick Blackwell
Oxford NC 27565
Telephone: [phone]
Type Operation: Existing. Feeder to Finish Swine
Number of Animals: 1256.00 hogs
(Design Capacity)
STORAGE STRUCTURE: Anaerobic Waste Treatment Lagoon
APPLICATION METHOD: Irrigation
The waste from your animal facility must be land applied at a
specified rate to prevent pollution of surface water 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:
1. 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.
2. Soil types are important as they have different infiltration
rates, leaching potentials, cation exchange capacities, and
available water holding capacities.
3. Normally waste shall be applied to land eroding at less than
5 tons per acre per year. Waste may be applied to land
eroding at 5 or more tons per acre annually, but less than
10 tons per acre per year providing that adequate filter
strips are established.
4. Do not apply waste on saturated soils, when it is raining,
or when the surface is frozen. Either of these conditions
may result in runoff to surface waters which is not allowed
under DWQ regulations.
Page: 1

ANIMAL WASTE UTILIZATION PLAN
5. Wind conditions should also be considered to avoid drift and
downwind odor problems.
6. To maximize the value of the nutrients for crop production
and to reduce the potential for pollution, the waste should
be applied to a growing crop or applied not more than 30
days prior to planting a crop or forages breaking dormancy.
Injecting the waste or disking will conserve nutrients and
reduce odor problems.
This plan is based on the waste application method shown above. If
you choose to change methods in the future, you need to revise this
plan. Nutrient levels for different application methods are not the
same.
The estimated acres needed to apply the animal waste is based on
typical nutrient content for this type of facility. Acreage
requirements should be based on the waste analysis report from your
waste management facility. In some cases you may want to have plant
analysis made, which could allow additional waste to be applied.
Provisions shall be made for the area receiving waste to be flexible
so as to accommodate changing waste analysis content and crop type.
Lime must be applied to maintain pH in the optimum range for specific
crop production.
This waste utilization plan, if carried out, meets the requirements
for compliance with 15A NCAC 2H .0217 adopted by the Environmental
Management Commission.
AMOUNT OF WASTE PRODUCED PER YEAR (gallons, ft3, tons, etc.)
1256 hogs x 1.9 tons waste/hogs/year = 2386.4 tons
AMOUNT OF PLANT AVAILABLE NITROGEN (PAN) PRODUCED PER YEAR
1256 hogs x 2.3 lbs PAN/hogs/year = 2888.8 lbs. PAN/year
Applying the above amount of waste is a big job. You should plan time
and have appropriate equipment to apply the waste in a timely manner.
The following acreage will be needed for waste application based on
the crop to be grown, soil type and surface application.
Page: 2

ANIMAL WASTE UTILIZATION PLAN
TABLE 1: ACRES OWNED BY PRODUCER
TRACT
FIELD
SOIL TYPE & CLASS-
DETERMINING PHASE
CROP
CODE
APPLY
METH
YIELD
LBS
AW N
PER AC
COMM NT
PER
AC
or
RESID.
N
**
ACRES
* LBS
AW N
USED
APPLIC
TIME
194
1
GeB
CS
I
18
216
6.46
1395.36
Mar -Jul
494
-1
WA
I
1
100
6.46
646
SEPT-MAR
vr�9 D 2
`,8o1
SE- CT
GeB
FESG
I
5.4
202.5
2.84
575.1
FE-
494
3
GeB
j. CS
II
18
216
4.34 1937.44
Mar -Jul
494 I-3
WA 1 1100
I .
4.34
434
SEPT-MAR
494 15 IGeB
494 1-5
fCS
I
IWA
I
18 1216
i 3 . 69
797.04
Mar -Jul
1
100
3.69
369
SEPT-MAR
494 )7 1GeB
SE-NOV
OGH i 5.0 '* 1 2 5 0
I
112.58
3145
FE-JUN,
1END
I
Orc.Lrd1rw53 Rj vale for 6e6 is b4sc4 o^ wchw( �' m.Lr 11eld -fed's
er rror v.'s-c.d. ('1 (syc.,.iu1l(e. Cc.- ,r.r1 CE"S (as pc r 7ic r4; pay , Li v. s+Dck atent)
TOTAL18298.94
- Indicates that this field is being overseeded (i.e. interplanted)
or winter annuals follow summer annuals.
NOTE: The applicator is cautioned that P and K may be over applied
while meeting the N requirements. In the future, regulations may
require farmers in some parts of North Carolina to have a
Page: 3

ANIMAL WASTE UTILIZATION PLAN
nutrient management plan that addresses all nutrients. This plan
only addresses nitrogen.
Page: 4

ANIMAL WASTE UTILIZATION PLAN
TABLE 2: ACRES WITH NOTARIZED AGREEMENT OR LONG TERM LEASE
(Agreement with adjacent landowners must be attached.)
(Required only if operator does not own adequate land.
See required specification 2.)
TRACT
FIELD
SOIL TYPE & CLASS-
DETERMINING PHASE
CROP
CODE
APPLY
METH
YIELD
LBS
AW N
PER AC
COMM N
PER
AC
or
RESID.
N
**
ACRES
1455
7a
GeB
CS
18
216
7.72
* LBS
AW N
USED
APPLIC
TIME
1667.52
Mar -Jul
1455 1-7a
WA
1
100
7.72 772
SEPT-MAR
END
1 1 I
**
TOTALI2439.52
Indicates that this field is being overseeded (i.e. interplanted) or
winter annuals follow summer annuals.
Acreage figures may exceed total acreage in fields due to
overseeding.
* lbs AW N (animal waste nitrogen) equals total required
less any commercial nitrogen (COMM N) supplied.
The following legend explains the crop codes used in tables
nitrogen
1 and 2 above:
CROP CODE
CS
FESG
OGH
WA
CROP
CORN SILAGE
FESCUE - GRAZED
Orchardgrass Hay
WINTER ANNUALS
UNITS
TONS
tons
AC
PER UNIT
12
37.5
50
100
Page: 5

ANIMAL WASTE UTILIZATION PLAN
***
TABLE 1
TABLE 2
TOTAL
**
TOTALS FROM TABLES 1 AND 2
ACRES
LBS AW N USED
29.91
8298.94
7.72
2439.52
37.63
10738.46
*
BALANCE
-7849.66
This number must be less than or equal to 0 in order to
fully utilize the animal waste N produced.
Page: 6

ANIMAL WASTE UTILIZATION PLAN
***
This number must be less than or equal to 0 in order to fully
utilize the animal waste N produced.
Acres shown in each of the preceding tables are considered to be the
usable acres excluding required buffers, filter strips along ditches,
odd areas unable to be irrigated, and perimeter areas not receiving
full application rates due to equipment limitations. Actual total
acres in the fields listed may, and most likely will be, more than the
acres shown in the tables.
See attached map showing the fields to be used for the utilization of
animal waste.
SLUDGE APPLICATION:
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 nutrients or other elements. Your production facility will produce
approximately 464.72 pounds of plant available nitrogen per year in the
sludge.
If you remove the sludge every 5 years, you will have approximately 2323.6
pounds of PAN to utilize. Assuming you apply this PAN to hybrid
bermudagrass hayland at the rate of 300 pounds of nitrogen per acre, you
will need 7.74533333333 acres of land. If you apply the sludge to corn at
the rate of 125 pounds of nitrogen per acre, you will need 18.5888 acres
of land. Please be aware that these are only estimates of the PAN and
land needed. Actual requirements could vary by 25% depending on your
sludge waste analysis, soil types, realistic yields, and application
methods.
APPLICATION OF WASTE BY IRRIGATION
The irrigation application rate should not exceed the intake rate of the
soil at the time of irrigation such that runoff or ponding occurs. This
rate is limited by initial soil moisture content, soil structure, soil
texture, water droplet size, and organic solids. The application amount
should not exceed the available water holding capacity of the soil at the
time of irrigation nor should the plant available nitrogen applied exceed
the nitrogen needs of the crop.
If surface irrigation is the method of land application for this plan,
it is the responsibility of the producer and irrigation designer to ensure
that an irrigation system is installed to properly irrigate the acres
shown in Tables 1 and 2. Failure to apply the recommended rates and
Page: 7

ANIMAL WASTE UTILIZATION PLAN
amounts of nitrogen shown in the tables may make this plan invalid.
The following table is provided as a guide for establishing application
rates and amounts.
Tract Field
Soil Type
GeB
GeB
GeB
GeB
GeB
GeB
Crop
CS
WA
CS
FESG
CS
CS
OGH
WA
WA
WA
Application Rate Applic. Amount
(in/hr) (inches)
.4
.4
* .75
* .75
.4
.4
.4
.4
.4
.4
.4
* .75
* .75
* .75
* .75
* .75
* .75
* .75
.4
* .75
* This is the maximum application amount allowed for the soil
assuming the amount of nitrogen allowed for the crop is not over
applied. In many situations, the application amount shown cannot
be applied because of the nitrogen limitation. The maximum
application amount shown can be applied under optimum soil
conditions.
Your facility is designed for 180.00 days of temporary storage and the
temporary storage must be removed on the average of once every 6.00
months. In no instance should the volume of the waste be stored in
your structure be within the 25 year 24 hour storm storage or one foot
of freeboard except in the event of the 25 year 24 hour storm.
It is the responsibility of the producer and waste applicator to
ensure that the spreader equipment is operated properly to apply the
correct rates to the acres shown in Tables 1 and 2. Failure to apply
the recommended rates and amounts of nitrogen shown in the tables may
make this plan invalid.
Page: 8

ANIMAL WASTE UTILIZATION PLAN
Call your technical specialist after you receive the waste analysis
report for assistance in determining the amount of waste per acre and
the proper application rate prior to applying the waste.
NARRATIVE OF OPERATION
The waste storage lagoons have been in operation since 1996. The design and
construction were certified by Frank Evans, CET-NRCS. The waste irrigation
system was designed by Llew Gilliam and reviewed/approved by H.R. Pate,Jr. CET-
NRCS. This waste utilization plan is based on actual wettable acres which were
computed by Frank Evans. Thia resulted in a revision of WUP 11/99 by D.Lewis,
DC.
Page: 9

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

WASTE UTILIZATION PLAN
REQUIRED SPECIFICATIONS
10. Waste nutrients shall not be applied in fall or winter for
spring planted crops on soils with a high potential for
leaching. Waste nutrient loading rates on these soils should be
held to a minimum and a suitable winter cover crop planted to
take up released nutrients. Waste shall not be applied more
than 30 days prior to planting of the crop or forages breaking
dormancy.
11. Any new swine facility sited on or after October 1, 1995 shall
comply with the following: The outer perimeter of the land area
onto which waste is applied from a lagoon that is a component of
a swine farm shall be at least 50 feet from any residential
property boundary and from any perennial stream or river (other
than an irrigation ditch or canal. Animal waste other than
swine waste from facilities sited on or after October 1, 1995),
shall not be applied closer than 25 feet to perennial waters.
(See Standard 393 - Filter Strips).
12. Animal waste shall not be applied closer than 100 feet to
wells.
13. Animal waste shall not be applied closer than 200 feet of
dwellings other than those owned by the landowner.
14. Waste shall be applied in a manner not to reach other property
and public right-of-ways.
15. Animal waste shall not be discharged into surface waters,
drainageways, or wetlands by a discharge or by over -spraying.
Animal waste may be applied to prior converted cropland provided
they have been approved as a land application site by a
"technical specialist". Animal waste shall not be applied on
grassed waterways that discharges directly into water courses,
and on other grassed waterways, waste shall be applied at
agronomic rates in a manner that causes no runoff or drift from
the site.
16. Domestic and industrial waste from washdown facilities,
showers, toilets, sinks, etc., shall not be discharged into the
animal waste management system.
17. A protective cover of appropriate vegetation will be
established on all disturbed areas (lagoon embankments, berms,
pipe runs, etc.). Areas shall be fenced, as necessary, to
protect the vegetation. Vegetation such as trees, shrubs, and
other woody species, etc., are limited to areas where considered
appropriate. Lagoon areas should be kept mowed and accessible.
Berms and structures should be inspected regularly for evidence
of erosion, leakage or discharge.
Page: 11

WASTE UTILIZATION PLAN
REQUIRED SPECIFICATIONS
18. If animal production at the facility is to be suspended or
terminated, the owner is responsible for obtaining and
implementing a "closure plan" which will eliminate the
possibility of an illegal discharge, pollution and erosion.
19. Waste handling structures, piping, pumps, reels, etc., should
be inspected on a regular basis to prevent breakdowns, leaks,
and spills. A regular maintenance checklist should be kept on
site.
20. Animal waste can be used in a rotation that includes vegetables
and other crops for direct human consumption. However, if
animal waste is used on crops for direct human consumption it
should only be applied preplant with no further applications of
animal waste during the crop season.
21. Highly visible markers shall be installed to mark the top and
bottom elevations of the temporary storage (pumping volume) of
all waste treatment lagoons. Pumping shall be managed to
maintain the liquid level between the markers. A marker will
be required to mark the maximum storage volume for waste
storage ponds.
22. Waste shall be tested within 60 days of utilization and soil
shall be tested at least annually at crop sites where waste
products are applied. Nitrogen shall be the rate - determining
element. Zinc and copper levels in the soils shall be
monitored and alternative crop sites shall be used when these
metals approach excessive levels. pH shall be adjusted for
optimum crop production and maintained. Soil and waste
analysis records shall be kept for five years. Poultry dry
waste application records shall be maintained for three (3)
years. Waste application records for all other waste shall be
maintained for five (5) years.
23. Dead animals will be disposed of in a manner that meets North
Carolina regulations.
Page: 12

ANIMAL WASTE UTILIZATION PLAN
WASTE UTILIZATION PLAN AGREEMENT
Name of Farm:C.F. Blackwell Company
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
North Carolina Division of Water Quality (NCDWQ) 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 NCDWQ upon request.
Name of Facility Owner: Forest Blackwell
(Please print)
Signature:
Date: ZS-00 /d/ s‘—d' — (�
Name of Manager(If different from owner):
Signature: Date:
Name of Person Preparing Plan: (Please print)DIANA LEWIS
Affiliation:NRCS Phone No. 919-693-4603
Address (Agency): P. O. BOX 10
OXFORD NC 27565
r
Signature: _ ef
Date: 5-7 - b D
47V,. 6-8•oI
Page: 13

UNITED STATES DEPARTMEh. JF AGRICULTURE
NATURAL RESOURCES CONSERVATION SERVICE
M � OPERATION AND MAINTENANCE PLAN.1
PROJECT/FARM: Fo Y c s
4.cf(wc (/ _ Fauli # 3q-Z.
DATE:
• A 4" X 4" treated post, painted white or a 4" diameter schedule 40 PVC pipe with cap
shall be placed at the maximum liquid level at elevation . At no time should
the effluent level rise above the maximum liquid level, which is 2 . G. feet level below
the settled top of dam.
• A visual inspection of the waste storage pond will be performed at least twice a year.
The inspector should check the condition of the dam and the emergency spillway.
The inspector will need to look for signs of slope failure and seepage on the back
slope and at the toe of the dam. Also, a very close look will need to be made to
check for signs of damage due to varmint (ground hogs, muskrats, etc.) burrows. A
visual inspection should also be made after heavy rainfall events to ensure that the
structure is not experiencing erosion rills or gullies. Any problems found should be
brought to the attention of the technical specialist for repair recommendations.
• The waste storage pond will need to be mowed twice a year. All eroded areas shall be
repaired and stabilized. Areas that do n'ot have an adequate ground cover 0h4 be
reseeded to provide a vegetative cover sufficient restrain erosion. The dam and all
constructed slopes will need to be fertilized annually with 500 pounds of 10-10-10 per
acre or its equivalent.
• Maintain all waste handling equipment —pumping, loading, hauling, spreading, etc. —
in accordance with the manufacturers specifications.
• All waste application shall be completed in accordance with the waste utilization
plan. The waste storage pond will be emptied at the end of each design storage period
( 70 days or months) or as needed due to excess rainfall.
See the attached NC Agricultural Extension Service Agri -Waste Management
Publication by Dr. James C. Barker for information on sampling and testing of the
effluent.

NCANAT Version: 2.03
PLAT Results For: Granville
9/15/2010 1:00:33 PM
Calendar Year:
County:
Producer Identifier:
Tract Number:
Field Number:
Soil Series:
Crop:
Fertilizers:
applications
Soil Loss:
Receiving Slope Distance
Soil Test 0" - 8"
WV_Factor (USER)
Hydrologic Condition:
PARTICULATE P =
SOLUBLE P
LEACHATE P
SOURCE P
5
2
0
0
INPUTS
2010
Granville
F. Blackwell
494
1
GeB: Georgeville silt loam, 2 to 6 percent slopes
Corn (Silage) : Conventional Tillage
Layer -Lagoon liquid
Yearly Applied Amount: 0.75 ac in
Lb P205: 0.56 lb
Application Method: All other surface
4 t/ac/yr
300+ ft
50
.92
GOOD
OUTPUTS
TOTAL P RATING = 7 (LOW)

NCANAT Version: 2.03
PLAT Results For: Granville
9/15/2010 12:54:31 PM
Calendar Year:
County:
Producer Identifier:
Tract Number:
Field Number:
Soil Series:
Crop:
Fertilizers:
applications
Soil Loss:
Receiving Slope Distance
Soil Test 0" - 8"
WV_Factor (USER)
Hydrologic Condition:
PARTICULATE P =
SOLUBLE P
LEACHATE P
SOURCE P
5
2
0
0
INPUTS
2010
Granville
F. Blackwell
494
2
GeB: Georgeville silt loam, 2 to 6 percent slopes
Corn (Silage) : Conventional Tillage
Layer -Lagoon liquid
Yearly Applied Amount: 0.75 ac in
Lb P205: 0.56 lb
Application Method: All other surface
4 t/ac/yr
300+ ft
37
.71
GOOD
OUTPUTS
TOTAL P RATING = 7 (LOW)

NCANAT Version: 2.03
PLAT Results For: Granville 9/15/2010 12:56:13 PM
INPUTS
Calendar Year: 2010
County: Granville
Producer Identifier: F. Blackwell
Tract Number: 494
Field Number: 5
Soil Series: GeB: Georgeville silt loam, 2 to 6 percent slopes
Crop: Corn (Silage) : Conventional Tillage
Fertilizers: Layer -Lagoon liquid
Yearly Applied Amount: 0.75 ac in
Lb P2O5: 0.56 lb
Application Method: All other surface
applications
Soil Loss: 4 t/ac/yr
Receiving Slope Distance 300+ ft
Soil Test 0" - 8" 37
WV_Factor (USER) .89
Hydrologic Condition: GOOD
OUTPUTS
PARTICULATE P = 4
SOLUBLE P = 2
LEACHATE P = 0
SOURCE P = 0
TOTAL P RATING = 6 (LOW)

NCANAT Version: 2.03
PLAT Results For: Granville
9/15/2010 12:56:57 PM
Calendar Year:
County:
Producer Identifier:
Tract Number:
Field Number:
Soil Series:
Crop:
Fertilizers:
applications
Soil Loss:
Receiving Slope Distance
Soil Test 0" - 8"
WV_Factor (USER)
Hydrologic Condition:
PARTICULATE P =
SOLUBLE P
LEACHATE P
SOURCE P
4
2
0
0
INPUTS
2010
Granville
F. Blackwell
494
3
GeB: Georgeville silt loam, 2 to 6 percent
Corn (Silage) : Conventional Tillage
Layer -Lagoon liquid
Yearly Applied Amount:
Lb P205:
Application Method:
4 t/ac/yr
300+ ft
43
.92
GOOD
OUTPUTS
TOTAL P RATING = 6 (LOW)
slopes
0.75 ac in
0.56 lb
All other surface
APR C 2 2019

NCANAT Version: 2.03
PLAT Results For: Granville 9/15/2010 12:58:27 PM
INPUTS
Calendar Year: 2010
County: Granville
Producer Identifier: F. Blackwell
Tract Number: 494
Field Number: 7
Soil Series: GeB: Gedrgeville silt loam, 2 to 6 percent slopes
Crop: Corn (Silage) : Conventional Tillage
Fertilizers: Layer -Lagoon liquid
Yearly Applied Amount: 0.75 ac in
Lb P2O5: 0.56 lb
Application Method: All other surface
applications
Soil Loss: 4 t/ac/yr
Receiving Slope Distance 300+ ft
Soil Test 0" - 8" 27
WV_Factor (USER) .86
Hydrologic Condition: GOOD
OUTPUTS
PARTICULATE P = 3
SOLUBLE P = 1
LEACHATE P = 0
SOURCE P = 0
TOTAL P RATING = 4 (LOW)

NCANAT Version: 2.03
PLAT Results For: Granville
9/15/2010 12:58:54 PM
Calendar Year:
County:
Producer Identifier:
Tract Number:
Field Number:
Soil Series:
Crop:
Fertilizers:
applications
Soil Loss:
Receiving Slope Distance
Soil Test 0" - 8"
WV_Factor (USER)
Hydrologic Condition:
PARTICULATE P = 14
SOLUBLE P = 6
LEACHATE P = 0
SOURCE P = 0
INPUTS
2010
Granville
F. Blackwell
494
7a
GeB: Georgeville silt loam, 2 to 6 percent slopes
Corn (Silage) : Conventional Tillage
Layer -Lagoon liquid
Yearly Applied Amount: 0.75 ac in
Lb P205: 0.56 lb
Application Method: All other surface
4 t/ac/yr
300+ ft
124
.86
GOOD
OUTPUTS
TOTAL P RATING = 20 (LOW)

Version —November 26, 2018
Mortality Management Methods
Indicate which method(s) will be implemented.
When selecting multiple methods indicate a primary versus secondary option.
Methods other than those listed must be approved by the State Veterinarian.
Primary Secondary Routine Mortality
Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal
death. The burial must be at least 300 feet from any flowing stream or public body of water
(G.S.106-403). The bottom of the burial pit should be at least one foot above the seasonal
high water table. Attach burial location map and plan.
Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B .0200.
Rendering at a rendering plant licensed under G.S. 106-168.7.
Complete incineration according to 02 NCAC 52C .0102.
A composting system approved and permitted by the NC Department of Agriculture & Con-
sumer Services Veterinary Division (attach copy of permit). If compost is distributed off -farm,
additional requirements must be met and a permit is required from NC DEQ.
In the case of dead poultry only, placing in a disposal pit of a size and design approved by the
NC Department of Agriculture & Consumer Services (G.S. 106-549.70).
Any method which, in the professional opinion of the State Veterinarian, would make possible
the salvage of part of a dead animal's value without endangering human or animal health.
(Written approval by the State Veterinarian must be attached).
Mass Mortality Plan
Mass mortality plans are required for farms covered by an NPDES permit. These plans are
also recommended for all animal operations. This plan outlines farm -specific mortality man-
agement methods to be used for mass mortality. The NCDA&CS Veterinary Division sup-
ports a variety of emergency mortality disposal options; contact the Division for guidance.
• A catastrophic mortality disposal plan is part of the facility's CAWMP and is activated
when numbers of dead animals exceed normal mortality rates as specified by the State
Veterinarian.
• Burial must be done in accordance with NC General Statutes and NCDA&CS Veterinary
Division regulations and guidance.
• Mass burial sites are subject to additional permit conditions (refer to facility's animal
waste management system permit).
• In the event of imminent threat of a disease emergency, the State Veterinarian may enact
additional temporary procedures or measures for disposal according to G.S. 106-399.4.
3 2-
Signature of Farm Owner/Manager Date
4-4' (SCT)
Signature of Technical Specialist
F/2/
Date

NC-ENG-16(JS)
Revised 9/77
. t
2ar(/5 JA'6
U. S. Department of Agriculture
Soil Conservation Service
POND DESIGN - WORK SHEET
(Not Flood Routed)
County
Pond Owner
Location
Code
/2/).t
/'29.47../. F' A2w/A-n. Address
e a
GENERAL INFORMATION SUMMARY
Drainage Area
Average Watershed
Slope Interpolating
Normal Pool
Engineering
Hazard Class
Est. Storage
Est. Structure
= 2 Ac.
%
Normal Water Level Elev.
Slope = 71(B.etu
Required Storage (Ft.)
+
Factor =
Surface Area =
*
Crest Emergency Spillway Elev.
—
f, 5 Ac.
Emergency Spillway Stage (Ft.)
Job Class .L
Design Highwater Elev.
Ac.Ft.
Freeboard (Ft.)
+
to Top
Top of Dam Elev.
Life Yrs.
DETERMINATION OF RUNOFF CURVE NUMBER FOR SOIL MOSTURE CONDITION II
Land Use
Cover
Treatment or
Practice
Hydrologic
Condition
Hydrologic
Soil Group
AcresQ
Curve
No.p
Curve No.
x Acrese
loir
I Pi L..1
�n7
I�. i Cud-
p' v-
"6
■
O /
7-17
(rya)
VV
!
iN
3 51
i Ra-e( J1
J
sA
8 a
..-,-
1 7
69
1193
Sum of Acres v2$
Sum of Product aa6$
_ Weighted Curve
Sum of Curve No. x Acres
_
ADi0 F
25. Use CN = 75
No. = Sum of Total No. Acres
-
REQUIRED DETENTION STORAGE
/ Yr- / Day = a,9 inches 04L inches Runoff
Required (0.,7 In.) ( oZ $ Ac. D.A.)
Storage = _ /, 56 Ac. -Ft.
12 In./Ft.
/, 5 , Ac. Ft.
1,5 Ac. (Pool)
=/,bVFt. Use AD Ft.
EMERGENCY SPILLWAY DESIGN
A5 Yr- / Day = 6./ In. _ ( 'O CF;S) ( *) - CFS. Use ?e, CFS
with Ft. Bottom Width and CFS Stage = Ft. Use Ft.
Outlet lope Range Min. Max. Use
ay/i,Ay AV/ H y aa'/ A 04
Computed By
Checked By
*EFM Page 2-8.1
Date
Date

OON - •
Distance from neares',t` sidence -, / at?.
{Soils 'L !.i,._.Ll"JAv-N+. .Number. of.; 1ilral Units or Total, lbs:
Type J ag°u�c , ;c % Kind of animals s s
Volume /�'/ ac:e UJnits X J ft:•
'HOLDING VOLUME ,(waste + rain + 25-year storm)
'Period `3 Watershed o. 7- acres
Waste Jon cu. yds., rain 35a cu. yds.
=25-yr. s dr s-33
Total ;";,.%6 5/ cu. yds.
LAND DISPOSAL / Z, & f total acres
6'04 4 N /ti-,-u iLt... t_ .. sit-,.,
FERTILIZATION & SEEDING / acres
Lime .4 TbA/5 -L► ,— .Fertilizer /Doc .140 fD-/Dic
Seed 50 24 41s .. �,, Mulch 7'5 .(rJ.Qko i4.-Z
p:of lagoon volume - -
Bottom of lagoon elev. `l/a•
Emergency •spillway elev.
Interior side slopes ay::I
•
5 •c Sty Z I
9
U
V
D.ar+na No.

Animal Waste System
Location Map
_ • -
V

CUT CORE WHERE FILL EXCEIDS 3.
1P1CAL CROSS SEcrIoN
:L 3i

/ee,gih
p•YC.: 5 R -ar Pipe
2"Xgn creosoA 71,.•..;
rr1 r i �i ; ayr% . e: d-
GrIoSO4-42.."Frei/c

TYPES OF MATERIAL ENCOUNTERED IN BORINGS
' (Use one of systems below)
UNIFIED CLASSIFICATION
USDA CLASSIFICATION .
GW - Well graded gravels; gravel, sand mix
g - gravel
GP - Poorly graded gravels
s -sand
GM - Silty gravels; gravel -sand -silt mix
vfs - very fine sand
GC - Clayey gravels; gravel -sand -clay mix
sl - sandy loam .
SW -Well graded sands; sand -grovel mix
fsl - fine sandy loam
SP - Poorly graded sands
1- loam - - - -
SM - 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
NH - 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 is available
reverse side)
Yes
a No
(Indicate where located on the sketch on
REMARKS:
W'
2. Explain hazards requiring special attention in design (Seepage, spring,- rock etc)
GENERAL REMARKS:
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VCR SE ESTIMATE FOR EARTH EMBANKMEf- r _
Name
Address r
Embankment:
Top Width Side Slopes
STATION
FILL
HEIGHT
(Feet)
SUM OF
END AREA END AREAS DISTANCE
(Sq.Ft.) (Sq. Ft.) 11111111111111
(Feet )
G 01________
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v W
11111111111111
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NMI MINI
2_ -I- 3 MIIIMIMIIII
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11 I 111 WI
DOUBLE
VOLUME
(Cu. Ft. )
71i ao
o
2)
Ft.
1. Double Volume of Fill = 2= Cu. � �3 Jac- Gttis'��
2. Volume of embankment fill (-line 1 27)=
o - Cu. Yds.
3. Allowance for settlement (5 or 1O% of line 2) _
Cu. Yds.
4. Total cubic yards (line 2 + line 3)— _
Cu. Yds.
Computed by Date

77
U. S. Depar. to e - t of Agriculture
Soil Conservation Service
Name
Address
Embankment:
cn
f
NC-ENG-12(JS)
8/72
/
VOLUME ESTIMATE FOR EARTH EMBANKMENT r��
Top Width
Side Slopes
STATION
FILL
HEIGHT
(Feet)
END AREA
(Sq. Ft.)
SUM OF
END AREAS
(Sq. Ft.)
DISTANCE
(Feet)
DOUBLE
VOLUME
(Cu. Ft. )
L-
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4,3•
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? 44
1. Double Volume of Fill 2= Cu. Ft.
2. Volume of embankment fill (line 1 27)= Cu. Yds.
3. Allowance for settlement (5 or 10% of line 2) = Cu. Yds.
4. Total cubic yards (line 2 + line 3)= Cu. Yds.
Computed by Date

F1UME ESTIMATE FOR EARTH EMBANKIbr "T
Name
Address
Embankment:
Top Width
Side Slopes
STATION
FILL
HEIGHT
(Feet)
END AREA
(Sq.Ft.)
SUM OF
END AREAS
(Sq. Ft.)
DISTANCE
(Feet)
DOUBLE
VOLUME
(Cu. Ft. )
/4 .1- rr.s, U
2
-
2
3J-
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— -
F
1. Double Volume of Fill = 2= Cu. Ft.
2. Volume of embankment fill (line 1 27)= 3 6 ,DAY Cu. Yds.
3. Allowance for settlement (5or.413:94- of line 2) = Cu.I&/ Yds.
4. Total cubic yards (line 2 + line 31= 3 0- Cu. Yds.
Computed by :/'+ /'% , ay. Date
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DEVICES TO AUTOMATICALLY STOP IRRIGATION EVENTS
The State of North Carolina has issued NPDES General Permits for animal facilities to operate in North
Carolina. These Permits meet both State and EPA requirements and provide coverage for the following types
of facilities.
NCA200000 (Swine Facilities)
NCA300000 (Cattle Facilities)
NCA400000 (Poultry Facilities with a wet waste management system)
You have recently been issued a Certificate of Coverage (COC) to operate your animal facility under one of
these General Permits.
Condition II. 16. of each of these Permits reads as follows:
Within one hundred and twenty (120) days of the effective date of a COC issued under this permit, the
permittee shall install, operate and maintain devices on all irrigation pumps/equipment designed to
automatically stop irrigation activities during precipitation. This condition does not apply to manure
spreaders or other equipment pulled by manned vehicles.
The permittee will not be required to install, operate and maintain the devices if the permittee commits
to provide for the presence of the OIC or the designated backup OIC at all times during the land
application of waste. , This commitment must be submitted in writing to the Division prior to the 120th
day following the effective date of the COC on a form supplied by, or approved by, the Division.
Please check the box below that indicates your commitment to do one of the following.
❑ Within one hundred and twenty (120) days of the effective date of a COC issued under this permit, I shall
install, operate and maintain devices on all irrigation pumps/equipment designed to automatically stop
irrigation activities during precipitation. This condition does not apply to manure spreaders or other
equipment pulled by manned vehicles.
I will commit to provide for the presence of the Operator in Charge (OIC) or the designated backupOIC
g
at all times during the land application of waste.
"I certify under penalty of law that this document was prepared under my direction or supervision in
accordance with a system designed to assure that qualified personnel properly gather and evaluate the
information submitted. Based on my inquiry of the person or persons who manage the system, or those persons
directly responsible for gathering the information, the information submitted is, to the best of my knowledge
and belief, true, accurate, and complete. I am aware that there are significant penalties for submitting false
information, including the possibility of fines and imprisonment for knowing violations."
Facility Name
Permit Number u. s 3 9' p. o Z
Le (/a co,
Facility Number 3 - 2-
Permittee Name and Title (type or print)
DTASIE 3-14-03 1

DEVICES TO AUTOMATICALLY STOP IRRIGATION EVENTS
The State of North Carolina has issued NPDES General Permits for animal facilities to operate in North
Carolina. These Permits meet both State and EPA requirements and provide coverage for the following types
of facilities.
NCA200000 (Swine Facilities)
NCA300000 (Cattle Facilities)
NCA400000 (Poultry Facilities with a wet waste management system)
You have recently been issued a Certificate of Coverage (COC) to operate your animal facility under one of
these General Permits.
Condition II. 16. of each of these Permits reads as follows:
Within one hundred and twenty (120) days of the effective date of a COC issued under this permit, the
permittee shall install, operate and maintain devices on all irrigation pumps/equipment designed to
automatically stop irrigation activities during precipitation. This condition does not apply to manure
spreaders or other equipment pulled by manned vehicles.
The permittee will not be required to install, operate and maintain the devices if the permittee commits
to provide for the presence of the OIC or the designated backup OIC at all times during the land
application of waste. This commitment must be submitted in writing to the Division prior to the 120th
day following the effective date of the COC on a form supplied by, or approved by, the Division.
Please check the box below that indicates your commitment to do one of the following.
❑ Within one hundred and twenty (120) days of the effective date of a COC issued under this permit, I shall
install, operate and maintain devices on all irrigation pumps/equipment designed to automatically stop
irrigation activities during precipitation. This condition does not apply to manure spreaders or other
equipment pulled by manned vehicles.
❑ I will commit to provide for the presence of the' Operator in Charge (OIC) or the designated backup OIC
at all times during the land application of waste.
"I certify under penalty of law that this document was prepared under my direction or supervision in
accordance with a system designed to assure that qualified personnel properly gather and evaluate the
information submitted. Based on my inquiry of the person or persons who manage the system, or those persons
directly responsible for gathering the information, the information submitted is, to the best of my knowledge
and belief, true, accurate, and complete. I am aware that there are significant penalties for submitting false
information, including the possibility of fines and imprisonment for knowing violations."
Facility Name
Permit Number
iii2a ll Co,
Aus 39Oo0Z
Facility Number 3? - Z
c /3Ld7
Permittee Name and Title (type or print)
DTASIE 3-14-03 1

70-,47iL6i,4
Signature of Permittee
SAME
7-2-3-O7_
Date
?-23-o2-
Signature of Operator in Charge Date
(if different from Permittee)
DTASIE 3-14-03 2

EMERGENCY ACTION PLAN
PH NE NUMBERS
DWQ etc\ 133 -501s3
EMERGENCY MANAGEMENT SYSTEM k
S`VCD C "cA.) 6`1.3 D .e.K1/4 . 3
NRCS 5c e-
This plan will be implemented in the event that wastes from your operation are leaking,
overflowing, or running off site. You should not wait until wastes reach surface waters or
leave your property to consider that you have a problem. You should make every effort to
ensure that this does not happen. This plan should be posted in an accessible location for
all employees at the facility. The following are some action items you should take.
1. Stop the release of wastes. Depending on the situation. this may or may not be
possible. Suggested responses to some possible problems are listed below.
A. Lagoon overflow -possible solutions are:
a. Add soil to berm to increase elevation of dam.
b. Pump wastes to fields at an acceptable rate.
c. Stop all Flows to the lagoon immediately.
d. Call a pumping contractor.
e. Make sure no surface water is entering lagoon.
B: Runoff from waste application field -actions include:
a. Immediately stop waste application.
b. Create.a temporary diversion to contain waste.
c. Incorporate waste to reduce runoff.
d. Evaluate and eliminate the reason(s) that caused the runoff.
e. Evaluate the application rates for the fields where runoff occurred.
C: Leakage from the waste pipes and sprinklers -action include:
a. Stop recycle pump.
b. Stop irrigation pump.
c. Close valves to eliminate further discharge.
d. Repair all leaks prior to restarting pumps.
D: Leakage from flush systems. houses, solid separators -action include:
a. Stop recycle pump.
b. Stop irrigation pump.
c. Make sure no siphon occurs.
d. Stop all tlows in the house. Flush systems. or solid separators.
1 De..:cn ber IS. 1996

e. Repair all leaks prior to restarting pumps.
E: Leakage from base or sidewall of lagoon. Often this is seepage as opposed to
flowing leaks- possible action:
a. Dig a small sump or ditch away from the embankment to catch all seepage.
put in a submersible pump, and pump back to lagoon.
b. If holes are caused by burrowing animals. trap or remove animals and fill
holes and compact with a clay type soil.
c. Have a professional evaluate the condition of the side walls and lagoon
bottom as soon as possible.
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. Anv damage noted, such as employee injury, fish kills. or property damage?
d. Did the spill leave the property?
e. Does the spill have the potential to reach surface waters?
f. Could a future rain event cause the spill to reach surface waters?
g. Are potable water wells in danger (either on or off of the property)?
h. How much reached surface waters?
3: Contact appropriate agencies.
a. During normal.business hours, call your DWQ (Division of Water Quality)
regional office; Phone - - . 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:
Dec:mber I S. 19uh

6: Contact the technical specialist who certified the la`oon (MRCS. Consulting_=
Eruzineer. etc.)
a. Name: Fr4ak C; uw$ S , CET -
b. Phone: (..eitc) 2Sb- io6L
7: Implement procedures as advised by D\VQ 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.
Dec::mrer 18. 1996

Swine Farm Waste Management Odor Control Checklist
Source
Farmstead
Cause
• Swine production
11111I's to Minimize Odor
e( Vegetative or wooded buffers;
dRecommended best management practices;
121! Good judgment and common sense
Site Specific Practices
Animal body surfaces
• Dirty manure -covered animals 1 ' Ury floors
Floor surfaces
• Wet nnun'e-covered Iioors
O Sloped flows;
O` Waterers located over slotted flours;
(2 1 cede's at high end ofsolid floors;
eft Se' apc manure buildup lion' floors;
O Underfloor ventilation for drying
Maim' c collection pits
• Urine;
• Partial microbial dccarirposilion
PTJ Frequent manure removal by flush, pit recharge,
or scrape;
O Underfloor ventilation
Ventilation exhaust fans • Volatile gases;
Dust
Fan .maintenance; •
Efficient air movement
Indoor SUrtaces
• Dust
Q Washdown between groups of animals;
o Feed additives;
O Feeder covers;
O Feed delivery downspout extenders to feeder
covers
Flush tanks
• Agitation of recycled lagoon
liquid while lacks are filling
o Flush tank covers;
e Extend fill lines to near bottom of tanks with
anti -siphon vents
Flush alleys
• Agitation during wastewater
conveyance
O Underfloor flush with underfloor ventilation
I'it recharge points
• Agitation of recycled lagoon
liquid while pits arc filling
O Extend recharge lines to near bottom of pits
with anti -siphon vents
Lill, stations
• Agitation during sump tank
filling and drawdown
O Sump tank covers
Outside drain collection • Agitation during wastewater
or junction boxes conveyance
Cl Box covers
AMUr - November 11, 1996, Page 3

Source Cause
13R1Ps to Minimize Odor Site Specific Practices
End or drainpipes al
lagoon
• Agitation during wastewater
conveyance
Lagoon surfaces
Irrigation sprinkler
nozzles
Extend discharge point of pipes underneath
lagoon liquid level
• Volatile gas emissions;
• Biological mixing;
• Agitation
• Proper lagoon liquid capacity;
Correct lagoon startup procedures;
Minimum surface area -to -volume ratio;
31 Minimum agitation when pumping;
O Mechanical aeration;
O Proven biological additives
• I ligh ptcssurc agitation;
• Wind drill
! Irrigate on dry days with little or no wind;
Minimum recommended operating pressure;
Q Pump intake near lagoon liquid surface;
Pump from second -stage lagoon
Storage tank or basin
Sill face
• Partial microbial decomposition;
• Mixing while filling;
• Agitation when emptying
O Bottom or midlevel loading;
O 't'ank,covcrs;
O Basin surface mats of solids;
0 Proven biological additives or oxidants
Settling basin surface
• Partial microbial decomposition;
• Mixing while filling;
• Agitation when emptying
O Extend drainpipe outlets underneath liquid
level;
• Cl Remove settled solids regularly
Manure, slurry or sludge • Agitation when spreading;
spreader outlets • Volatile gas emissions
O Soil injection of slurry/sludges;
O Wash residual manure from spreader Mier use;
CI Proven biological additives or oxidants
Uncovered manure, • Volatile gas emissions while
slurry or sludge on field drying
surfaces
Dead animals
O Soil injection of slurry/sludges
O Soil incorporation within 48 hrs.;
O Spread in thin uniform layers for rapid drying;
O Proven biological additives or oxidants
• Carcass decomposition
Dead hninntl disposal
pits
• Carcass decomposition
[7 Proper disposition of carcasses
alJ Complete covering of carcasses in burial pits;
le ['toper location/construction of disposal pits
Incinerators
• Incomplete combustion
O Secondary slack burners
AMOC - November 11, 1996, Page

Source Cause
Standing water around
facilities
• Improper drainage;
• Microbial decomposition of
organic matter
7
C'1 Grade and landscape such that water drains
away front facilities
11H71's to Minimize Odor
Site Specific Practices
Manure tracked onto • I'uorly maintained access roads
public roads from farm
access
Additional Infitrntaliun :
Farm access road maintenance
Available From
Swine Manure Management ; 020O RuIc113M1' Packet
Swine Production Farm Potential Odor Sources and Remedies ; 1313AE Fact Sheet
Swine Production Facility Manure Management: Pit Recharge - Lagoon Treatment ; Is13AIi 128-88
Swine Production Facility Manure Management: Underfloor Flush - Lagoon Treatment ; L:I3AL' 129-88
Ln .'oon Design and Management for Livestock Manure Treatment and Storage ; EL3AIi 103-83
Calibration of Manure and Wastewater. Application Equipment ; EL3AIi Fact Sheet
Controlling Odors from Swine Buildings ; P111-33
Environmental Assurance Program ; NI'1'C Manual
Options Ior Managing Odor ; a report from the Swine Odor Task Force
Nuisance Concerns in Animal Manure Management: Odors and Flies ; I'RO107, 1995 Conference Proceedings
AMOC ' lovember 11, 1996, Page 5
NCSU, County Extension Center
NCSU - I3AIi
NCSU - BAIL
NCSU - L3AL
NCSU - 13AI3
NCSU - L3AE
NCSU - Swine Extension
NC Pork Product's Assoc
NCSU Agri Communications
Florida Cooperalive Extension

Insect Control Checklist for Animal Operations
--- - -�-- — - ---- Source Cause 1M1'
Is to Control Insects
--- =_— — -- Liquid Systems _�
f Accumulation of solids Flush system is designed auJ operated
Flush (]utters• Accuntsufficiently to remove accumulated solids from
gutters as designed.
I Remove bridging of accumulated solids at
Lag.ans and fits • Ousted Solids
Excessive Vegetative • Decaying vegetation
Growth
Feeders
Feed Storage
• Feed Spillage
ischargc
Maintain lagoons, settling basins and hits where
hest breeding is apparent to minimize the
crusting tit -solids to a depth of no more than 6 -
8 inches over more than 30% of surface.
Maintain vegetative control along banks of
lagoons and other impoundments to prevent
accumulation of decaying vegetative matter
along %vater's edge on impoundment's perimeter.
CI Design, operate and maintain feed systems (e.g.,
bunkers and troughs) Co minimize the
accumulation of decaying wastage. 7 - I U
p Clean up spillage on a routine basis (e.g.,
day interval during summer; 15-30 day interval
during winter).
• Accumulations of feed residues Cl
Reduce moisture accumulation within mid
around immediate perimeter of feed storage
areas by insuring drainage away from site
and/or providing adequate containment (c.g.,
covered bin for brewer's grain and similar high
moisture grain products).
0 Inspect for and reinove or break up accumulated
solids in litter strips around feed storage as
needed.
Site - Specific Practices

Mortality Management Methods
(check which method(s) are being implemented)
Burial three feet beneath the surface of the ground within 24 hours after
knowledge of the death. The burial must be at least 300 feet from any flowing
stream or public body of water.
J Rendering at a rendering plant licensed under G.S. 106-168.7
i=! Complete incineration
O In the case of dead poultry only. placing in a disposal pit of a size and design
approved by the Department of Agriculture
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 of the State Veterinarian must be
attached)
December 18, 1996