820272_Permit Renewal Application 2019_20190410

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Animal Waste Management Systems
Request for Certification of Coverage
Facility Currently covered by an Expiring Sate Non -Discharge General Permit
On September 30, 2019, the North Carolina State Non -Discharge General Permits for Animal Waste Management Systems will
expire. As required by these permits, facilities that have been issued Certificates of Coverage to operate under these State
Non -Discharge General Permits must apply for renewal at least 180 days prior to their expiration date. Therefore, all applications
must be received by the Division of Water Resources by no later than April 3, 2019.
Please do not leave any question unanswered Please verify all information and make any necessary corrections below.
Application must be signed and dated by the Permittee.
1. Farm Number: 82-0272 Certificate Of Coverage Number: AWS820272
2. Facility Name: Carlton & Jimmv Barefoot Farm
3. Landowner's Name (same as on the Waste Management Plan): Jimm, . D Barefoot
4. Landowner's Mailing Address: 65 Carr Rd
City: Newton Grove 5'11 -3s3 -o-12Z State: NC Zip: 28366
Telephone Number: 9+9a63tj"4 ExL E-mail: f dpi ` co" mcec m
5. Facility's Physical Address: fv-) `1-3--Roanoke Rd
City: Newton Grove State: NC
6. County where Facility is located: Sampson
7. Farm Manager's Name (if different from Landowner): 5CLVA-e-
8. Farm Manager's telephone number (include area code): 6-1 g _35;—ocl2 -2-
Zip: 283666995
9. Integrator's Name (if there is not an Integrator, write "None"): Presta,e Farms Inc
10. Operator Name (OIC): `Zref�_ 1.�r('PVk Phone No.: 9J4--2i4-+366 OIC #
11. Lessee's Name (if there is not a Lessee, write "None"): V)prn &
12. Indicate animal operation type and number:
Current Permit: Operations Type
Swine - Feeder to Finish
Operation Types:
Swine
Wean to Finish
Wean to Feeder
Farrow to Fini h
Feeder to
Farrow to Wean
Farrow to Feeder
Boar/Stud
Gilts
Other
Cattle
Dairy Calf
Dairy Heifer
Milk Cow
Dry Cow
Be tocker Calf
eefFeeder
Beef Broad Cow
Other
Allowable Count
11,560
Dry Poultry
Non 'ng Chickens
mg Chickens
Pullets
Turkeys
Turkey Pullet
Wet Pouet
Non mg Pullet
Layers
Other Types
Horses - es
f• . � s -Other
Sheep - Sheep
Sheep - Other
i 66-2-7?91

13. Waste Treatment and Storage Lagoons (Verify the following information is accurate and complete. Make all necessary
corrections and provide missing data.)
Estimated
Liner Type
Estimated
Design Freeboard
Structure
Date
(Clay, Synthetic,
Capacity
Surface Area
'Redline"
Name
Built
Unknown)
(Cubic Feet)
(Square Feet)
(Inches)
1-4
t g9 $txu4G
ystra6
9• a o"
..af3a6 1q&io
t97$
CA
70 9
�
o
s-a
199 �'
Sg5 30 9
14.60
9-12
663 / 7 q--
00
g, O6
Mail one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed application
as required by NC General Statutes 143-215.1OC(d) to the address below.
The CAWMP
`A�WMP must include the following components:
Y. The most recent Waste Utilization Plan ()WUP), ci-ned bt the owner and a certified technical specialist, containing:
at" The method by which waste is applied to the disposal fields (e. . irrigation, jection, etc.)
b!� A map of every field used for land application (for example: irrigation map)
he soil series present on every land application field Of 0J&
V11-1he crops grown on every land application field 0—(',111-ay
e�The Realistic Yield Expectation (RYE) for every crop shown in the WUP 5.
tThe maximum PAN to be applied to every land application field
e waste application windows for every crop utilized in the WUP�
e required NRCS Standard specifications
A site map/schematic
V Emergency Action Plan
Insect Control Checklist with chosen best management practices noted
v5_1 Odor Control Checklist with chosen best management practices noted
141� ortality 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
our facility.
Operation and Maintenance Plan
If your CAWMP includes any components not shown on this list, please include the additional components with your submittal.
(e.g. composting, digesters, waste transfers, etc.)
As a second option to mailing paper copies of the application package, you can scan and email one signed copy of the
application and all the CAWMP items above to: [e-mail]

I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that,
if all required parts of this application are not completed and that if all required supporting information and attachments are not
included, this application package will be returned to me as incomplete.
Note: In accordance with NC General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false statement,
representation, or certification in any application may be subject to civil penalties up to $25,000 . per violation. (18 U.S.C.
Section 1001 provides a punishment by a fine of not more than $10,000 or imprisonment of not more than 5 years, or both for
a similar offense.)
Printed Name of Signing Official (Landowner, or if multiple Landowners all landowners should sign. If Landowner is a
corporation, signature should be by a principal executive officer of the corporation):
Name: J r dq N Title: _ eice&,,--r - ri
Signature: Date: _ �'—
Name:
Signature:
Title:
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

APR U Z
2
ROY COOPER 0��
LINDA CULPEPPER NORTH CAROLINA
Diroetor EnWrunm,entalQuulity
February 27, 2019
Jimmy D Barefoot
Carlton & Jimmy Barefoot Farm
65 Carr Rd
Newton Grove, NC 28366
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 https:Hdeg.nc.aov/about/divisions/water-resources/water-clualit4 red=ional-operations/afo. or by writing or calling:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Telephone number: (�'
i9(a) -707-34(.4 — &�YLt La,
In order to assure vour continued coverage under the State Non -Discharge General Permits. ) ou must submit an ap_lication for
permit cover a to the Division. Enclosed you will find a "gNuest for Certificate of Coverage Facility Currently Covered b. 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 (1) copy of the Certified Animal- Waste Management Plan (CAWMP) with the
completed and signed application form. A list of items included in the CAWMP can be found on page 2 of the renewal
lication form.
Failure to request renewal of your coverage under a general permit within the time period specified may result in a civil penalty.
Operation of your facility without coverage under a valid general permit would constitute a violation of NCGS 143-215.1 and could
result in assessments of civil penalties of up to $25,000 per day.
If youhave any questions about the State Non -Discharge General Permits, the enclosed application, or any related matter please feel
free to contact the Animal Feeding Operations Branch staff at 919-707-9100.
Sincerely,
Jon Risgaard, Section Chief
Animal Feeding Operations and Groundwater Section
Enclosures
cc (w/o enclosures): Fa :etteville Regional Office, Water Quality Regional Operations Section
Sampson County Soil and Water Conservation District
AFOG Section Central Files - AWS820272
Prestage Farms Inc
Nwth £arolns Department of Envsro&rme is Qua's#y 1. D usva of Water Resavrvas
`�.. BUY N. Ss :sbury St. 1 163.E MrJ1 SoV,,* Center I Rs:e'gts, North C8R3:Aa 27v9e-1�"sc'
913.707.19*00

Waste Utilization Plan
Producer: Jimmy Barefoot County: Sampson
Name of Farm: Carlton & Jimmy Barefoot
Location: 65 Carr Rd.
Newton Grove NC 28366
Phone: [phone]
Type of Operation: Feed -Finish
Number of Animal: 11560
Storage Structure: Anaerobic Lagoon
Method of Application: Irrigation V
Amount of waste produced per year: 21964 ton/year
Amount of plant available N (PAN) produced/year: 20808 lbs./year
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 the 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 not be applied to land eroding at more 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 in runoff to the surface waters which is not
allowed under DWQ regulations.
5. Wind conditions should also be considered to avoid drift and downwind odor problems.
6. To maximize the value of the nutrients for crops 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 applications 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

Carlton & Jimmy Barefoot
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 the 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.
YOUR WASTE UTILIZATION PLAN IS BASED ON THE FOLLOWING:
Page 2
Tract No.
Pull No.
Soil Type
Crop
Code
Yield/Ac
Lbs. N
unit
Acres
Lbs N
Used
Month to
Apply
Lbs. N
Per Ac.
4787
5
WaB
CB/Hay
5.4
49
4.72
1246
MAR-SEP
264
4787
5A
WaB
CB/Hay
5.4
49
2.73
721
MAR-SEP
264
4787
513
WaB
CB/Hay
5.4
49
4.30
1135
MAR-SEP
264
4787
6A
WaB
CB/Hay
5.4
49
2.52
665
MAR-SEP
264
4787
6B
WaB
CB/Hay
5.4
49
3.74
987
MAR-SEP
264
4787
6C
WaB
CB/Hay
5.4
49
4.85
1280
MAR-SEP
264
4787
6D
WaB
CB/Hay
5.4
49
7.29
1925
MAR-SEP
264
4787
6E
WaB
CB/Hay
5.4
49
7.29
1925
MAR-SEP
264
4787
6F
WaB
CB/Hay
5.4
49
1.81
478
MAR-SEP
264
4787
6G
WaB
CB/Hay
5.4
49
1.85
488
MAR-SEP
264
4787
6H
WaB
CB/Hay
5.4
49
1.25
330
MAR-SEP
264
4787
61
WaB
CB/Hay
5.4
49
7.33
1935
MAR-SEP
264
4787
6.1
WaB
CB/Hay
5.4
49
6.07
1602
MAR-SEP
264
4787
6K
WaB
CB/Hay
5.4
49
4.04
1067
MAR-SEP
264
4787
6L
WaB
CB/Hay
5.4
49
5.40
1426
MAR-SEP
264
4787
7A
WaB
CB/Hay 1
5.4
49
3.94
1040
MAR-SEP
264
4787
76
WaB
CB/Hay
5.4
49
5.10
1346
MAR-SEP
264
4787
5-713
WaB
SG/Hay
1
50
74.23
9712
SEP-MAR
50
Total 74.23 23308lbs.
Available Nitrogen 20808 lbs.
Surplus or deficit -2500 lbs.
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.

Carlton & Jimmy Barefoot Page 3
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 nutrient management plan that
addresses all nutrients. This plan only addresses nitrogen.
In interplanted fields (i.e. small grain, etc. interseeded in bermudagrass), forage must be removed through
grazing, hay and /or silage. Where grazing, plants should be grazed when they reach a height of six to nine
inches. Cattle should be removed when plants are grazed to a height of four inches. In fields where small grain
etc. is to be removed for hay or silage, care should be exercised not to let small grain to reach maturity,
especially late in the season ( i.e. April or May) Shading may result if small grain gets too high and this will
definitely interfere with the stand of bermudagrass. This loss of stand will result in reduced yields and less
nitrogen being utilized. Rather than cutting small grain for hay or silage just before heading as is the normal
situation, you are encouraged to cut the small grain earlier. You may want to consider harvesting hay or silage
two to three times during the season, depending on the time small grain is planted in the fall.
The ideal time to interplant small grain, etc. is late September or early October. Drilling is recommended over
broadcasting. Bermudagrass should be grazed or mowed to a height of about two inches before drilling for best
results.
Caution must be exercised in grazing or haying summer annuals under stressed conditions. Nitrate poisoning
may occur in livestock. Sampling forage or hay for nitrate levels is recommended.
Acres shown in the tables are considered to be the usable acres excluding required buffers, filters 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 field 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 4162 lbs. of plant available
nitrogen per year in the sludge.
if you remove sludge every 5 years you will have approximately 20808 lbs. of PAN to utilize. Assuming
you apply this PAN to hybrid bermudagrass hayland at the rate of 300 lbs/acre you will need 69
acres of land. If you apply the sludge to corn at the rate of 125 lbs. of nitrogen per acre you will need 166
acres of land. Please be aware that these are only estimates of the PAN and the land needed. Actual
requirements could vary by 25% depending on the 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

Carlton & Jimmy Barefoot
Page 4
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.
Failure to apply the recommended rates and amounts of nitrogen shown in the tables may make this plan
invalid.
The following table is provided as a guide for establishing application rates and amounts.
Tract No.
Field No.
Soil Type
Crop
Code
Applic.
Rate(in/hr)
Applic.
Amount
4787
5
WaB
CB/Hay
0.6
1.0
4787
5A
WaB
CB/Hay
0.6
1.0
4787
513
WaB
CB/Hay
0.6
1.0
4787
6A
WaB
CB/Hay
0.6
1.0
4787
6B
WaB
CB/Hay
0.6
1.0
4787
6C
WaB
CB/Hay
0.6
1.0
4787
6D
WaB
CB/Hay
0.6
1.0
4787
6E
WaB
CB/Hay
0.6
1.0
4787
6F
WaB
CB/Hay
0.6
1.0
4787
6G
WaB
CB/Hay
0.6
1.0
4787
6H
WaB
CB/Hay
0.6
1.0
4787
61
WaB
CB/Hay
0.6
1.0
4787
6.1
WaB
CB/Hay
0.6
1.0
4787
6K
WaB
CB/Hay
0.6
1.0
4787
6L
WaB
CB/Hay
0.6
1.0
4787
7A
WaB
CB/Hay
0.6
1.0
4787
713
WaB
CB/Hay
0.6
1.0
4787
5-713
WaB
SG/Hay
0.6
1.0

Carlton & Jimmy Barefoot
Page 5
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 limitations. The maximum application amount shown can be applied under optimum soil conditions.
Your facility is designed for 180 days of temporary storage and the temporary storage must be removed on the
average of once every 6 months. In no instances 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 the waste applicator to ensure that the spreader equipment is operated
properly to apply the correct rates shown in the tables. Failure to apply the recommended rates and amounts of
nitrogen shown in the tables may make this plan invalid.
Call your technical specialist after you have 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

Carlton & Jimmy Barefoot Page 6
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.
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 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.
G. 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 that runoff
does not occur offsite or to the 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.
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).
APR Q 2 2019

Carlton & Jimmy Barefoot Page 7
REQUIRED SPECIFICATIONS
(continued)
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 he 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, drainage ways, or wetlands by
discharge or by over -spraying. Animal waste may be applied to prior converted wetlands
provided they have been approved as a land application site by a "technical specialist".
Animal waste shall not be applied on grassed waterways that discharge directly into water
courses, and on other grassed waterways, waste shall be applied at agronomic rates in a
manner that causes no runoff or drift from the site.
16. Domestic and industrial waste from wash down 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 evidences of
erosion, leakage or discharge.
18. If animal production at the facility is to be suspended or terminated, the owner is
responsible for obtaining and implementing a "closure plan" which will eliminate the
possibility of an illegal discharge, pollution and erosion.
19. Waste handling structures, piping pumps, reels, etc., should be inspected on a regular
basis to prevent breakdowns, leaks and spills. A regular maintenance checklist should be
kept on site.
20. Animal waste can be used in a rotation that includes vegetation and other crops for direct
human consumption. However, if animal waste is used on crops for direct human
consumption it should only be applied pre -plant with no further applications of animal waste
during the crop season.
21. Highly visible markers shall be installed to mark the top and the 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 soil shall be monitored and alternative crop sites
shall be used when these metal approach excessive levels. pH shall be adjusted for
optimum crop production and maintained. Soil and waste analysis records shall be kept
for five (5) years. Poultry dry waste application records shall be maintained for three (3)
years. Waste application records for all other waste shall be maintained for five (5) years.
23. Dead animals will be disposed of in a manner that meets North Carolina regulations.

Page 8
WASTE UTILIZATION PLAN AGREEMENT
Name of Farm: Carlton & Jimmy Barefoot
Owner/Manager Agreement Jimmy Barefoot
I (we) understand and will follow and implement the specifications and the operation and maintenance proce-
dures 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
before the new animals are stocked. I (we) also understand that there must be no discharge of animal waste
from this system to the 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: A of 9 %
Signature: Date: 37 yv
Name of Manager (If different from, owner) �y
Signature: Date:
�"' l l
Name of Person Preparing Plan: G. Glenn Clifton
Affiliation: Prestage Farms, Inc. Phone: [phone]
Address: P.O. Box 438
Clinton, NC 28329
Signature: CA, aell'_ nl j _ Date: SI 9 117

Waste Utilization Agreement
(needed only if additional land has been leased, etc.)
I, 0,40u-11 AREFac>-i hereby give iMwt\j permission to apply
waste from his WASTE UTILIZATION SYSTEM on -75 acres of my land for the duration
of the time shown below. The field(s) on which Waste can be applied are shown on
attached map.
I understand that this waste contains nitrogen, phosphorus, potassium and trace
elements, and when properly applied should not harm my land or crops. I also
understand that the use of animal manure will reduce my need for commercial fertilizer.
Landowner: Date S �� l
t;
Producer: Date
Term of agreement:
State of North Carolina
County of n--
to
I }�e en 6X01 ieS , notary public of the State and County aforesaid,
certify that _ I B-RC-. 'C personally appeared before me and
acknowledge the due execution of the forgoing instrument.
Witness my hand and official stamp or seal, this the day of , 2017
Notary (SEAL)
My commission expires: U(

WAS

v i i'• t I I' �; ' I �.
r_ f• - +y i
^�-� Ili • .. li+'� � i ''+ I + •i ', � i .,�. If ' �'
II I
A-
-SAMPSON COWNTY
c EMERGENCi ACTION • PLAN
DIVISION OF WATER QUALITY (DWQ) 910.4B:6-1541
EMERGENCY MANAGEMENT'SERVICES (EMS), 1910=59-2-B99.4
SOIL & WATER 'CONSERVATION DISTRICT' (SWC.., II 91.0=592.-796
NATURAL RESOURCES CONSERVATION SEf3V I �.E.`' :4 NRCS) 910-59,2-79k
COOPERATIVE- EXTENSION';SERVTCE`.;. (CES)` ;' ! 4.10-5,92-7161
J.
'• This plan will be'implemented in. the' event that waste from your
operation are Leaking,! overflowing, or,' running off .the site.:. Yo.0 should
NOT- wait until wastes !reach surfa -e waters or leave ydur property to
consider that y.ou have a'problem. You should make every effort to
ensure; that this dcies'inot happen. (This. plan should be posted in.ian
accessible loFat'ion fqr, all employees at. the facility. .The: .fo: n.g
..':'are some action items you should take,
1. Stop the releaso'of wastes'. ,Depending on the.situa•ti!on,, '-this may•+
or may not be.i,,possible Suggested 'responses to ;robl,ems ;are i
listed below:
{ A. Lagoon overflow-p�ssib.l-e Isolations are:, �: F
.. i
a. Add soit14 toberm to increase elevation'. 'f dam, "any
permanoht alteration' of the dam should a approved by a
qualif�ed technical ;spe.ci-ali,st•.
I
b. Pump wastes to field at's:an acceptable rate.
c. Stop al-l'. additional%1fldw, :to the 1-agoon,-.old '.waste in the l
' house -if possible. ;. I
' d. Call, a pumping ;;contractor.
e. Make.: sine. no; sur face water. is enter•,ing. `lgoQn
-
B. Runoff from waste' app'lic tion '.field -action :i'.+c,lude:
.i a. Immediately stop: was.-te application.
b. Create' a .,t+embar-a.ry ,diversion or berm to.icontain the
waste.! ::. • i
c. Incorporate:waste to. reduce further .rundf-f,
d . Evaluate. and : e 1 imina.te the reason (s) t.h A't caused - the
runoff!
e. Evaluate the ap•pli,cation rates-f-or the �fj.ields�wher-e
I
runof f occUrred
C. Leakage from •th:e 'waste Pipes and sprinklers-° pt. on imelode.
a. Stop recycle'(f'lushi•ng system) pymp. f
b. Stop irrigation pump,
s.
`.". C. Close valves to eliminate further'dischorge.
e . Repair` al.1 ' leaks p.rior to' restarting pumps.,
D. Leakage r.om flush. system, houses, ._solids 5earators"'actions . .i.
F:. include.:
a. Stop re.eycle. (flushing sy,$.tem,) pump.
I' I b. Stop ir.rigation:'pump
c. Make sure no, 'siphon effect has been created.
d. Stop all flows in .the house, flush. systems, or solid
separators
e. Repair'. al I' -leaks: prior',to.-.res.tarting pumps.

i i
..
..
I .
I
I
i
E: Leakage, from
!base or sidewa1,1;
of lagoon.. "IOft
n th;is is'iseepage
as ,op.posed.'tq flowing Ieaksrpq•ssi'ble acti.on:'�'
j.
a.
Dig 'a smali .sump or lditch't�o catch.. s�eepa9.e,:
.pot' in.." .
;.
.
submersible pump,._ a'd.. pump 'back. into: lagoon
b.
If holes :are caused7by burrowing animal., trap' .or.remove
animals iand fill holes. and- compact with
a clay type soil
c.
Have aj professional !evaluate the conditt'on
, of. the•:side
#
walls: end the lagoon bottom :'as soon as
s i b ` le. ;i.
�ps
2. Assess
the ex,t rjt -of! the spill`.,',and note any obvious.
damag,es...
h.. a.
Did thlp Maste reach
! any - surf•ace waters?
b.
Approximately how much 'was -re ieasea 'a.nd
for...,what
duraltion?
i
I c.
Any damage' nte:d, s ch' as employee'.in�u,y,
fish ki.l;ls, or
I
prope.rlty, damage?
f .
d .
Did th' s.pi 11' Ieave'I the property?
e.
Does tie ,spill have; the. potential to re
.ch ,surf ace .
waters s j
r f .
Could a future rain ; event cause. the sp,i
1 to reach
surface walkers?:,
g:
Are p,ota.b1e water wells in danger .(eith
r.' on or'"of f of
the ; property)?.'.:
h.
How tmuch reached •surface :.waters?
3. Contact
appropriate agencsee.,,
a.
During; riormal' business hours, call your
jDWQ '(Div.i'sion of
'-
Water'puality)' regional office, at 910-IB671541,'
after
hours,' emergency number : 919-733-394L . Your
phone call
should include:' YOUR NAME, FACILITY, TE4EPHONE_.NUMBERS
THE DErA I LS '` OF 'THE I NC I DENT. FROM . I TEM #'y
ABOVE "':THE
EXACT` LOCATION OF THE',FACILITY,. AND THE ILOC.ATION.
OR ,. I
DIRECT ION OF MOVEMENT . OFTHE 'SPILL ,' WEATHER..AND WIND
;t'7e
COND I T I ONS . 'THE CORRECT'I VE' MEASURES THA� ' HAVE -_,.' BEEN' :UNDER
TAKEN,; AND THE ;SERIOUSNESS OF -`'THE .SITUAT ON
b.
If spi11 "leaves property .or• enters .surf ice water s,'."call
local (EMS) Emergency :Man ag'e.ment._ Ser:vic s; at
910-592-e996. '
i.' c;.
Instruct. EMS .to contact - local Health Departmen;t`,;;
i'... '...
d'.
Contact local SAMPSOIV Soil and Water Goh-servation
`.
Dis.tri,ct (SWCD),,Natural Resources Conservation
Servic.e•I,
(NRL�-S )I of f ice .at 91.0-592=7963.and Cooperative•
. Extension
Ser ice. (CES,) at 910-592-7161 for adv i c
l techn i ca•1
lv-
assistance. d
4.. If .none
of the; above: works ca:l1. 911 .,or. the -sh.er}ffs,
Department
and expl-ain
your': probl.e.m to'! them. ,and ask that- person
to''..contact
the'• proper
agencies 'f.or you,.`

.G ; -
I •1
-r
I
a
I
y
I
,
+
5. - - E
Contact the co.r,traetc,r of. 'jr7,ur
I
choice. to . begin'
�Piaii�-',q:f,,'.,
r
I
problem to min�M: ze off, -site'
damage.
i
a. C'ontrac aril Name: '
E
.
�;..
b. Contractors Addri�s"s
j
c. Co.n 'ractors Phone'
a
b. ConMtact' the !te�n-ical .specialist:
who !cert-i.'fied
he •lagp.o[i
Consulting engineer; } .I
• '. ' .
...' ', • .
..
4.
!!!.etc.
; i1,1 a. NameGthG�
I' !I
b'. Phone..,.i s-% - Srrr ..
7. , Implement procedures tas_ adv�,sea oy DWO and :tech
lical' assistance
agencies. toyrectify the damage.,`repair the.'sy.st
m, and reassess,!
the. -waste maniaement plan .to.keep'problems with
releas.e.4f wastes '
from happening,
again.
1'
you are a c
tract swine
g.rower'asso.ciated.w.'th
a' s.wine:,,
company.integr
.tor- contact 'ithe
company represer
tative atl..
1-910-592-5771
I
I"
I• ,
''
is 1
.

-- Source
Cause
RMPs to Control insects = Site Specific Practices
Liquid Systems
- Flush Gutters
• Accumulation of solids
0 Flush system is designed and operated .
sufficiently to remove accumulated solids from
utters as designed.
Remove bridging of accumulated solids at
-.-
lagoons and Pits
+ Crusted Solids ----
Maintain lagoons, settling basins and pits where --- ------------------ --------.-
pest breeding is appareitt to minimize the -- -
'trusting of solids to a depth of no more than --
8 inches over more than 30°/. of surface._
Excessive Vegetative
• Decaying vegetation
Maintain vegetative control along banks of
Growth :.
: -
lagoons and other impoundments to prevent
accumulation of decaying vegetative matter
along watees edge on impoundments perimeter.b.
-
..
Dry Systems -- - -
:Feeders
• Feed Spillage
O Design, operate and maintain fend systems (e.g.,
` -bunkers and troughs) to minimize the
mulation of.decaying wastage.
241cu
a
day interval during summer, 15-30 day interval
:wring winter).
Feed Storage
•- Accumulations of feed residues
O Reduce moisture accumulation within and _. - --- - `- `'
around immediate perimeter of feed storage
;areas by insuring drainage away from. site
--
-— -
kndr rovidin adeu.a.t..e-.containment(e
g+/O
covered bin'foe's grainand similar high
moisture grain products). -.
,. .:. ,..._ ,.
A.
r
17 :Inspect for and remove. or break up accumulated :' - - - - - - '- - " _- - - -`-- --- `-
solids in filter strips around feed storage as
-rteedcd.
A November 11,1996, Page 1
•_

Swine 'Farm.11'liaste Management Odor Control Checklist
r-----••�• ••� vJil ull1k; rl '11ceS -
cgetative or wooded buffers; .
• fA Recommended best management practices;
Good judgment and common sense
iy surfaces Dirty manure -covered animals _
Dry floors - -
ces - Wet manure -covered floors
•
Slot[cd floors
- -Vaterers located over slotted floors: - -------- - ---- - - -- - --- ---= ---- -- ---
ee crs at high end of solid floors; — -
I? Scrape manure buildup from boors; - -
Manure collection pits .
Urine;
�D .; derfloor ventilation for drying '
•
Partial microbial decomposition
Frequent rnahure removal by flush, pit recharge,
of
scrape;
Ventilation exhaust fans •
Volatlte gases
O =Underfloor ventilation - : - _ -
- '
'Dust
F• maintenance.
Indoor surfaces .
-c�cnt
Dust
air movement
Washdown between groups of animals; - -
O Feed additives.-
0 der covers; - - --
'
Feed dcilvery dovuns out+
p extenders to feeder
Flush tanks •
Agitation of recycled lagoon
liquid while tanks are filling
Fl . h tank covers, _
-
I�Extend fill lines to near bottom of tanks with
'
lush alle s ---------------. _,..__
y Agitation during wastewater ---
n phon vents , . • ..
- - -
����„�,„„_
-

Source Cause
End of drainpipes at. • Agitation -du ring wastewater . EMI'$ to Minimize Odor Site Specific Practices
lagoon .O Extend discharge point of pipes underneath
conveyance goon liquid level
Lagoon surfaces • as e Volatile
g IrtiSSI0n5;
j_
Irrigation
-: - nozzles
Storage tank or basin
• Partial microbial decomposition;
Pump from second -stage lagoon
surface
.. Mixing while. filling,
_
O Bottom'or mldlcvcf loading;
`'Tank
_: ..:.
•._ Agitation when emptying - -.
O covers,
- .13
basin surface mats of solids, - — --- —
` Settling basin surface
, Parifal microbial decomposition,
O :Proven biolo a I add cants ;
•
• Mixing while tilling; -
❑ .Cxlend, drainpipe. outlets underneath
e ne ath liquid
cvcl; _ _
Menurc, slurry or stud c
7-0 Agitation when em in ' • �
Ply g
. Agitation
i,/1
� -
Remove. settled solids r Marl -
E y
g
spreader outlets
when spreading;
• Volatile gas emissions
0 Soil in jectionofslurry/sludges;
O Wash residual manure from spreader. after use;__-
Uncovered manure,
• . Volatile gas emissions while
'1 Proven biological additives or oxidants
slurry or, sludge on field
drying
C]- Soil injection of slurry/sludges
_ ..__surfaces -- —
-..
----� _
poi! rn _
=© corporation�vithin8 hrs.,
V
-
; O Spread in thin uniform •layers, for raped drying;
Dead animals
Carcass decomposition
�j
_-• --
t7 , P oven biological additives or oxidants
Dead animal dis oral
`
_Carcass decomposition
Proper disposition ofcareassey
Pits:
El COVl,f'fig Of Carcasses in burial pill,
Incinerators
Proper location/construction ofdis oral
• Incomplete combustion p pits -
O Secondary stack burners
November 11,15 Page 4
.._.

Source Cause BMPS to Minimize Odor Site Specific Practices
Standing water around + Improper drainage; Grade and landscape, such that water drains
facilities . 'Microbial decomposition of away from facilities
organic matter _
-- Mnnure tracked onto • Poorly maintained access roads Farm access road mainlenanee
public roads aom farm
access ,•
s Additional Information :
Swine Manure Management ; 0200 Rule/BMP Packet ble From
to
----. -- — CSU, County Extension Center
---Swine Production Farm Potential Odor Sources and Remedies'; EBAE Fact Sheet -- N
Swine Production Facility Manure Management: Pit Recharge - Lagoon Treatment ; EBAE t28=88 --- -- NCSU = $AE - - - --
Swine Production Facility Manure.Management: Underfloor Flush-Lagoon'.Trcatmcnt ; EI3AE 129-88 CSU pqE ��
N F.
Lagoon Design and Management for Livestock Manure Treatment and Storage ; EBAE 103=83
N
Calibration of Manure and. Wastewater Application EQUIDment : FRAF Farr shl%',#—__,..-_•_ NCS
CSU.- [3AE y •' •

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.
D Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B .0200.
Yiu Rendering at a rendering plant licensed under G.S. 106-168.7.
Complete incineration according to 02 NCAC 52C .0102.
a 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
El 11 NC Department of Agriculture & Consumer Services (G.S. 106-549.70).
❑ Any method which, in the professional opinion of the State Veterinarian, would make possible
the salvage of part of a dead animal's value without endangering human or animal health.
(Written approval by the State Veterinarian must be attached).
Mass Mortality Plan
Mass mortality plans are required for farms covered by an NPDES permit. These plans are
also recommended for all animal operations. This plan outlines farm -specific mortality man-
agement methods to be used for mass mortality. The NCDA&CS. Veterinary Division sup-
ports a variety of emergency mortality disposal options; contact the Division for guidance.
• A catastrophic mortality disposal plan is part of the facility's CAWMP and is activated
when numbers of dead animals exceed normal mortality rates as specified by the State
Veterinarian.
• Burial must be done in accordance with NC General Statutes and NCDA&CS Veterinary
Division regulations and guidance.
• Mass burial sites are subject to additional permit conditions (refer to facility's animal
waste management system permit).
• In the event of imminent threat of a disease emergency, the State Veterinarian may enact
additional temporary procedures or measures for disposal according to G.S. 106-399.4.
Si nature 9PFarm Owner/Manager Date
Signature of T hnical Specialist Date

3.'
•I.. 11. I
" .
a
Mortality Management Methods
(c�eck
which metho'
(s} are.lieing implemented) -
❑ Burial three ' feet beneath the. surf ce of the ground within
knowledge of the death. The burial must; be at least 300 feet
.i
24 hours after!
from .any .Bowing.` I
stream or pubIic�_ body of water. '
..
.
❑" . Rendering at a rendering plant Iicensed under G.S. 106-168.7
S �.
Complete incineration
I:
❑ In the case of dead poultry only; placing in a, disposal pit of '_ 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
attached)
health (Written
;
approval of the State Vet .'narian. must be; _ F
I I ,
I
`q.-
i, 7•'�''
t
; , December 18, 1996.

NAME:
Car\ton
Barefoo
AQDRES84
/���
TYPE AND
SIZE
2480
Finishing
OFOPERAT
ON
CLASS
.ISI6NED
BY
Howard
3
'
Hobson
DATE
6/27/88
APPROVED BY
Howard
Hobson
DATE
PERMAWENT
STORA8E
2480
Hogs x
135 }bs
per hog 1 Cu Ft per !b.
334800
Cu Ft
TEMPORARY
STORAGE
334800
(bs of
anima!
x 1.33 cu.
ft. of waste per day
81356
Cu Ft
per
1000
lbs of
animal
wt. x 180 days
RAINFALL LESS
7" X
EVAPORATION
67064
sq.
ft. sArface
area per 12"per it
39121
Cu Ft
RAlMFALL -
25 YR.
1 DAY
STORM
7^ X
67064
sq.
ft. of surface
area per 12" per ft.
39121
Cu Ft
TOTAL STORAGE NEEDED
455277
Cu Ft
16862
Cu Yds
TOTAL STORAGE AVAILABLE
467000
Cu Ft
0
Cu Yds
`
AMOUNT OF FILL DIKE
O
Cu Ft
PAD
ERROR
---------
Cu Ft
TOTAL
SETTLEMENT 10%
ERROR
ERROR
Cu Ft
Cu Ft -
TOTAL AMOUNT O7 FILL
ERROR
ERROR
Cu Ft
Cu Yds
CUT TO FILL
RATIO
TOTAL EXCAVA7I0N
ERROR
Cu Ft
ERROR :
1
ERROR
Cu Yds
MANURE AND
URINE
PRODUCTION
24G0
hogs x
2.1 tons
per year
5208
'

VOLUME = 17008.4 CU.YDS.
62400.0 sq.ft.
4525�6.4 cu. ft. needed
SIDE SLOPES 3:1

NAME: Carlton Baref»ot
APPROXIMATE NITROGEN CONTENT THAT WILL BE PRODUCED PER YEAR
. '
NITROGEN (N) - 0.48 LBS PER 1000 LBS OF ANIMAL WT. X 365 DAYS
(N) - 0.48 x 334800 x 365
----------------------------------
1000
(N) - 58656.96 LBS
IT IS ESTIMATED THAT APPROXIMATELY 25 % OF THE NITROGEN WILL BE
AVAILABLE FOR USE AS FERTILIZER
THE FOLLOWIN8 AMOUNT CAN BE APPLIED ON THE LAND
14664.24 LBSI,
IF APPLIED AT THE RATE OF 200 LBS PER ACRE ON �` �"�v THEN
� fAl!�E? x'LL 8E NEEDED TO TAKE CARE OF THE EFFLUENT.
IF APPLIED AT THE RATE OF 400 LBS PER ACRE ON PASTURELAND
36.6606 ACRES WILL DE NEEDED TO TAKE CARE OF THE EFFLUENT.
BEFORE ANY EFFLUENT
IS APPLIED
TO THE LAND IT SHOULD
BE
ANALYZED
TO DETERMINE
THE EXACT NUTRIENT
CONTENT. THE NCDA
LABORATORY
IN RALEISH IS
MAKING SOME TEST
ON A LIMITED BASIS.
YOU
SHOULD
CONTACT
AGRONOMIC SERVICES DIVISION
NCDA, BLUE PID8E ROAD CENTER
RALEI8H N.C. 27611
PHONE: [phone]
WHEN APPLYIN8 THE EFFLUENT TO CROPLAND IT SHOULD BE DISK AND A
COVER CROP SEEDED OR A ROW CROP PLANTED TO PREVENT EROSION
SOME Of THE EFFLUENT COULD BE USED FOR IRRIGATION PURPOSES
DURING THE GROWING SEASON.
BEGIN PUMPING THE EFFLUENT WHEN Elev. of discharge pipes
THE FLUID LEVEL REACHES
DO NOT LOWER THE FLUID ANY 5 feet below discharge pipes
LOWER THAN
. .`. .'

COMPUTATION SHEET U. S. DEPARTMENT OF AGRICULTURE
SCS—ENG-523 Rev. "9 SOIL CONSERVATION SERVICE
STATE PROJECT, --
BY DATE CHECKED BY DATE JOB NO.
Wd.+ f�8
SUBJECT -
- SHEET OF
1!J �,� ,Si`,�/GafT e
Z,EA C.-rA — '?4�O /
_ tS
b = 5
r 1 5c�
Al
7.
PPlrox �rert,s h s- cJE c ��'S c.,v a/6,rS>�

TYPICAL VIEW OF A ONE -STAGE LAGOON SYSTEM
CARL-rDA( BARE -r , sArAP56K CID.
Confinement Building Top Width -I-,7-
e� t l ed -rot) K evat ion 55.o
EEL 56.0
Fluid ElevatiO-.. 53.0
„
Pit
SS 3 j SS 3
,/TREATMENT
LAGOON
Pipe (Needs to be adequately Depth = li-O
supported)
Bottom Elevation 4--2.0
SS 3 ;

U. S. DEPARTMENT OF AGRICULTURE
Soil Conservation;Service
LOCATION CODE xd%p
I '
PLAN OF EXCAVATED WASTE STORAGE IACDON
NAME CARI_7VAII 1pE Mal- ACP # DATE 6 Z8 c5'8 DISTRICT
i
I
�• -.. LENGTH 3/7 ZNS/dE' ToP�
SIDE SLOPE TO 1 /
P 55�N FRa,rr51DE) �
� o � AVE.AYETOP ELEV.(SC�•O Q
W 3/ ! `\ —8 MI 0 SECTION 3
/
Uj
a I
j rZZ �i-Z AVE. BOTTOM ELEV.
LENGTH �Y
NC-ENG-40
5/83
Volume = depth [(area of top) p) + (area of bottom) + (4 x area midsection] _ 459„8 Cu. Ft.
Use of facility _A46� %P�.sr-„d „rr L �,i
Capacity 3 L-3S 6Z5 Gallons
Volume Cost -sharing Cu. Ft.
Soil type - I A- C_E- /I L.LE� � HARV YN
B. M. description HEA-b ovz- Ao L-r
MPERKE' IicJI� ° d PPrLok_ 4, MOVE
�2ot�n(7 lhf o EAR TREE loa�cTSA APP2olc-
50' kl esc- �a • S+no 1, � NE 8
PtSSuMEtJ Elev. 5o. 00
SUMMARY
Bottom Elev. 4z .a
Normal liquid level Elev. 5 3.0
Storage for normal precip.(Ft) +
Maximum liquid level Elev.
Storage for:
25 yr, freq. precip. (Ft.) + I.a
Crest ESW Elev. _
Stage (Ft.) +
Freeboard (Ft.) + 1 • p
Top of Dam Elev. 55• D
* J/AF,4 11E=K'r- I— %>•ex:13F_5 = 56.0

' T 4Vw
Gperator:Carlton Barefoot #County: Sampson Date: 04/05/94
Distance to nearest residence (other than owner): 0.0 feet
1. AVERAGE LIVE WEIGHT (ALW)
0 sows (farrow to finish) x 1417 lbs. = 0 lbs
0 sows (farrow to feeder) x 522 lbs. = 0 lbs
2940 head (finishing only) x 135 lbs. - 396900 lbs
0 sows (farrow to wean) x 433 lbs. - 0 lbs
0 head (wean to feeder) x 30 lbs. = 0 lbs
Describe other _ 0
Total_ Average Live Weight = 396900 lbs
-.. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 396900 lbs. ALL x Treatment Volume(CF)/lb. ALW
Treatment Volume(CF)/lb. ALW = 1 CF/lb. A01
Volume = 396900 cubic feet
t
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION Sludge. AGLumr�.IoLko� roll Cbv,,Qtr�e�
a} owh•ers requcs�. � e.�nov�. 5 �uc�ge
Volume = 0.0 cubic feet aS
h TOTAL DESIGNED VOLUME
Inside top length (feet)------------------- 395.0
Inside top width ( feet) -------
---------------- 190.0
Top of dike elevation (feet) ----------------- 49.0
Bottom of lagoon elevation (feet)------------ 37.0
Freeboard (feet)----------------------------- 1.0
Side slopes (inside lagoon,.)------------------ 3.0 1
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE! SS/SIDE2 LENGTH? WIDTH DEPTH
3.0 3.0 3.0 3.0 389.0 184.0 11.0
AREA OF TOP
LENGTH X WIDTH =
389.0 184.0 71576 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * ;rvIDTH. _
323.0 118.0 38114 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
356.0 151.0 215024 (AREA OF MIDSECTIONX 4)
CU. FT. _ [AREA TOP + (4 AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
71576.0 215024.0 38114.0 1.€
Total Designed Volume Available = 595309 CU. FT`

5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA
Lagoon (top of dike)
Length X Width =
39540 190.0 75050.0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area,
TOTAL DA 75050.0 square feet
Design temporary storage period to be 180 da;%s.
5A. Volume of waste produced
Feces & urine production in gal../day per 135 lb. ALW 1.37
Volume = 396900 lbs. ALW/135 lbs. _A_LW * 1.37 gal/day 180 days
Volume = 725004 gals. or 96925.7 cubic feet
,P. Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume = 0.0 gallons/day 180 days storage/7.48 gallons
per CF
Volume = 0.0 cubic feet
DC. Volume of rainfall in excess of evaporation.
Use period of time when rainfall exceeds evaporation by ]largest amount.
180 days excess rainfall = 7.0 inches
Volume = 7.0 in X DA / 12 inches per foot
Volume = 43779,2 cubic feet
N

f
1
LSD. Volume of 25 year - 24 hour storm
Volume = 7.0 inches / 12 inches per foot * DA
Volume = 43779.2 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A.
96926
cubic
feet
5B.
0
cubic
feet
5C.
43779
cubic
feet
5D.
43779
cubic
feet
TOTAL 184484 cubic feet
6. SUMMARY
Temporary storage period____________________> 180 days
Rainfall in excess of evaporation=====______> 7.0 inches
25 year - 24 hour rainfall__________________> 7.0 inches
F_reeboard___________________________________> 1.0 feet
Side Slopes_________________________________> 3.0 : 1
Inside top length==_________________________> 395.0 feet
Inside top width____________________________> 190.0 feet
Top of dike elevation_______________________> 49.0 feet
Bottom of lagoon elevation__________________> 37,0 feet
Total required volume_______________________> 581384 cu. ft.
Actual design volume______________________=_> 595309 cu. ft.
Seasonal_ high watertable elevation (SHWT)===> 43.6 feet
Stop pumping elev.__________________________> 45.1 feet
Must be > or = to the S):WT elev.====______> 43.6 feet
Must.be > or = to min. req. treatment el.=> 43.0 feet
Required minimum treatment volume=====______> 396900 cu. ft.
Volume at stop pumping elevation=====_______> 401903 cu. ft.
Start pumping e1ev.====_____________________: 47.3 feet
Must be at bottom of freeboard & 25 yr, rainfall
Actual volume less 25 yr.- 24 hr. rainfall==> 551530 cu. ft.
Volume at start pumping elevation=====______> 546044 cu. ft.
Required volume to be pumped?====___________> 140705 cu. ft.
Actual volume planned to be pumped======____> 144141 cu. ft.
Min. thickness of soil liner when. required=Q 1.8 feet
7. DESIGNED �% / - 1
� IG ED B Y , - ov`^- APPROVED L'v �iMo
UU ""
DATE: DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS!

t_.:rator:Carlton Barefoot #County: Sampson
-iistance to nearest residence (other than owner).
AVERAGE LIVE WEIGHT (ALW)
0 sows (farrow to finish)
0 sows (farrow to feeder)
2940 head (finishing only)
0 sows (farrow to wean)
0 head (wean to feeder)
Describe other
fo6r �-Q,
Date: 04/05/94
0 0 f e e.t
x 1417
lbs. _
522
lbs. -
x 135
lbs. _
3� 433
lbs. _
x 30
lbs. -
Total_ Average Live Weight
. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
0
lbs
0
lbs
396900
lbs
0
lbs
0
lbs
0
396900 lbs
Volume = 396900 lbs. ALW x Treatment Volume(CF)/lb. ALW
Treatment Volume(CF)/1_b. ALW = 1 CF/lb. ALW
Volume = 396900 cubic feet
STORAGE VOL LIME FOR SLUDGE ACCUMULATION Sludge, 4GLuVV%v1ot�.0h rdi cd"putzd
a� ptOhev -s Ire v es F � �evyo 0 e
Volume = 0.0 cubic feet Y �
TOTAL DESIGNED VOLUME
Inside top length (feet) ------------------------ 310.0
Inside top width (feet)----------------------- 240.0
Top of dike elevation (feet)----------------- 38,6
Bottom of lagoon elevation (feet)------------ 26.6
Freeboard (feet)------------------------------ 1.0
Side slopes (inside lagoonI----------------.-- 3.0 : 1
Total design volume using prismoidal formula
SS/END`1 SS/END2 SS/SIDE1 SS/STDE2 LENGTH WIDTH DEPTH
3.0 3.0 3.0 3.0 304.0 234.0 11.0
AREA OF TOP
LENGTH * WIDTH =
304.0 234.0
AREA OF BOTTOM
LENGTH * WIDTH =
238.0 168.0
71136 (AREA OF TOP)
39984 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH WIDTH * 4
271,0 201.0 217884 (AREA OF MIDSECTION * 4)
CU. FT. _ [.AREA TOP + (4*AREA MIDSECTION)AREA BOTTOM] * DEPTH/6
71136.0 217884.0 39984.0 1.8
Total Designed Volume Available. = 603174 CU. FT.

_. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA
Lagoon ( top of dikle )
Length * Width
310.0 240.0 74400.0 square feet
Buildings (roof and lot eater)
0.0 square feet Describe this area.
TOTAL DA 74400.0 square.feet
Design temporary storage period to be 180 days.
75A. Volume of waste produced
.Feces & urine production in gal./day per 135 lb. ALW 1.37
Volume = 396900 lbs. ALW/135 lbs. ALW * 1.317 gal/day 180 days
Volume _ 725004 galls. or 96925.7 cubic feet
56. Volume of wash ;eater
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system, Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume = 0.0 gallons/day * 180 days storage/7.48 gallons
per CF
Volume = 0.0 cubic feet
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall = 7,0 inches
Volume = 7.0 in * DA / 12 inches per foot
Volume = 43400.0 cubic feet

c
"5D. Volume of 25 year - 24 hour storm
Volume = 7.0 inches 112 inches per foot * DA
Volume = 43400.0 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A.
96926
cubic
feet
5B.
0
cubic
feet
5C
43400
cubic
feet
5D.
43400
cubic
feet
TOTAL 183726 cubic feet
S . SUMMARY
Temporary storage period.____________________> 180 days
Rainfall in excess of evaporation=====______> 7.0 inches
25 year - 24 hour rainfall=====_=___________> 7.0 inches
Freeboard___________________________________> 1.0 feet
Side slopes=====_______-____________________> 3.0 : 1
inside top le:.gth====_______________________> 310.0 feet
Inside top sidth____________________________> 240.0 feet
Top of dike elevation=====__________________> 38.6 feet
Bottom of lagoon elevation=====_____________> 26.6 feet
Total -required volume===____________________> 580626 cu. ft.
Actual design volume________________________> 603174 cu. ft. 7;
Seasonal high watertable elevation (SHWT)===> 34.7 feet
Stop pumping eiev.__________________________} 34.7 feet
Must be > or = to the SHWT elev.====______> 34.7 feet
Must be > or = to min. req. treatment el.=> 32.6 feet
Required minimum treatment volume=====______> 396900 cu. ft.
Volume at stop pumping elevation=====_______> 410161 cu. ft.
Start pumping elev.====_____________________} 36.9 feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. rainfall==} 559774 cu. ft.
Volume at start pumping elevation=====______> 554166 cu. ft.
Required volume to be pumped=====___________> 140326 cu. ft. 7
Actual volume planned to be pumped=====_____> 144005 cu. ft.
Min. thickness of soil liner when required.=0 1.8 feet
DESIGNED BY: a � APPROVED BY! Q IAN �`�
DATE: —5 �c?`F DATE: 4-17—W
MOTE: SEE ATTACHED `BASTE UTILIZATION PLAN
COMMENTS:

Dperator:Carlton Barefoot County: Sampson
_ance to nearest residence (other than owner):
�. AVERAGE LIVE WEIGHT (ALW)
0 sows (farrow to finish)
0 sows (farrow to feeder)
3200 head (finishing only)
0 sows (farrow to wean)
0 head (wean to feeder)
Describe other :
�Ur�, I &�-b fqo�
Date: 8/27/98
feet
x 1417
lbs.
= 0
lbs
x 522
lbs.
= 0
The
x 135
lbs.
= 432000
lbs
x 433
lbs.
= 0
The
x 30
lbs.
_ 0
lbs
• 0
Total Average Live Weight = 432000 lbs
�. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 432000 lbs. ALW x Treatment Volume(CF)/lb. ALW
Treatment Volume(CF)/lb. ALW = 1 CF/lb. ALW
Volume = 432000 cubic feet
r. STORAGE VOLUME FOR SLUDGE ACCUMULATION
SLUDGE ACCUMULATION NOT COMPUTED
Volume = 0.0 cubic feet AT OWNERS REQUEST. REMOVE SLUDGE
AS NEEDED.
F. TOTAL DESIGNED VOLUME
Inside top length (feet)---------------------
352.0
Inside top width (feet)----------------------
184.0
Top of dike elevation (feet)-----------------
37.0
Bottom of lagoon elevation (feet)------------
24.0
Freeboard (feet)-----------------------------
1.0
Side slopes (inside lagoon)------------------
2.5 1
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH
WIDTH DEPTH
2.5 2.5 2.5 2.5 347.0
179.0 12.0
AREA OF TOP
LENGTH * WIDTH =
347.0 179.0 62113 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
287.0 119.0 34153 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
317.0 149.0 186932 (AREA OF MIDSECTION * 4)
CU. FT. _ [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] DEPTH/6.
62113.0 188932.0 34153.0 2.0
Total Designed Volume Available = -570396 CU. FT.

�. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
352.0 184.0 64768.0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 64768.0 square feet
Design temporary storage period to be 100 days.
'A. Volume of waste produced
Feces & urine production in gal./day per 135 lb. ALW 1.37
Volume = 432000 lbs. ALW/135 lbs. ALW * 1.37 gal/day 100 days
Volume = 438400 gals. or 58609.6 cubic feet
'8. Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume = 0.0 gallons/day 100 days storage/7.48 gallons
per CF
Volume = 0.0 cubic feet
.C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
100 days excess rainfall = 7.0 inches
Volume = 7.0 in * DA / 12 inches per foot
Volume = 37781.3 cubic feet

r, Volume of 25 year - 24 hour storm
Volume = 7.0 inches 1 12 inches per foot * DA
Volume = 37781.3 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 58610 cubic feet
,
5B. 0 cubic feet
5C. 37781 cubic feet
5D. 37781 cubic feet
TOTAL 134172 cubic feet
SUMMARY
Temporary storage period____________________>
100
days
Rainfall in excess of evaporation=====______>
7.0
inches
25 year - 24 hour rainfall__________________>
7.0
inches
- - -
Freeboard_______________________ -___-__ -_____- >
1.0
feet
Side elopes_________________________________>
2.5
: 1
Inside top length___________________________>
352.0
feet
Inside top width____________________________>
184.0
feet
Top of dike elevation_______________________>
37.0
feet
Bottom of lagoon elevation__________________>
24.0
feet
Total required volume_______________________>
566172
cu. St.
Actual design volume________________________>
570396
cu. ft.
Seasonal high watertable elevation (SHWT)===>
0.0
feet
Stop pumping elev.__________________________>
33.7
feet x
Must be _> or = to the SHWT elev.====______>
0.0
feet
Must be > or = to min. req. treatment el.=>
30.0
feet
Required minimum treatment volume=====______>
432000
cu. ft.
Volume at stop pumping elevation=====_______>
434391
cu. ft.
Start pumping elev._________________________>
35.3
feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. rainfall==>
532615
cu. ft.
Volume at start pumping elevation=====______>
527558
cu. ft.
Required volume to be pumped________________>
96391
cu. it.
Actual volume planned to be pumped=====_____>
93167
cu. ft.
DESIGNED BY: g . 8.Q,.... C.LJC-- APPROVED BY:
P U-0+u a2 wrr�rwo �•Q+•� .
DATE: Bh''%98 DATE:
7P956 CA4ezj z- 7r4&,A15 AQE ,&SEA 4n rYC 7,)1N4ENS/0A15 OF ;q E-
�K/51�n/G LA600N WNrCH WAS oI /N�►�c'y e16.4i!5 dcTE� iN /975.
3

SHEET 1 OF 2
OPERATION ANt.4AINTENANCE PLAN
------------------------------
This lagoon is designed for waste treatment (permanent storage) and
150 days of temporary storage. The time required for the planned
fluid level (permanent and temporary storage) to be reached may vary
due to site conditions, weather, flushing operations, and the amount
of fresh water added to the system..
The designed temporary storage consists of 180 days storage for:
(1) waste from animals and (2) excess rainfall after evaporation. Also
included is storage for the 25 year - 24 hour storm for the location.
The volume of waste.generated from a given number of animals will be
fairly constant throughout the year and from year to year, but excess
rainfall will vary from year to'year. The 25 year rainfall will.not
be a factor to consider in an annual pumping cycle, but this storage
volume must always be available.
A maximum elevation is determined in each design to begin
pumping and this is usually the outlet iavert-of pipe(s) from
building(s). If the outlet pipe is not installed at the elevation to
begin pumping, a permanent marker must be installed at this elevation
to indicate when pumping should begin. An elevation must be established
to step pumping to maintain lagoon treatment depth.
Pumping can be started or stopped at any time between these two
elevations for operating convenience as site conditions permit; such as
weather, soils, crop, and equipment in order to apply waste without
runoff or leaching.
Land application of waste water is recognized as an acceptable
method of disposal. Methods of application include solid set,
center pivot, guns, and traveling gun irrigation. Care should be
taken when applying waste to prevent damage to crops.
The foll4wIng items are' to be carried out:
1. It is strongly recommended that the treatment lagoon be pre -
charged to 1/2 its capacity to.prevent excessive odors during
start-up. Pre -charging reduces the concentration of the initial
waste entering the lagoon thereby reducing odors. Solids should be
covered with eff.luent at all times. When precharging is complete,
flush buildings with recycled lagoon liquid. Fresh water should not
be used for flushing after initial filling.
2. The attached waste utilization elan shall_ be followed.. This
plan recommends sampling and testing of waste (see attachment)
before land application.
3. Begin temporary storage pump -out of the lagoon when.fluid level
reaches theellevation 36.9 as marked by permanent marker. Stop pump -
out wheh the fluid level reaches elevation 34.7 This temporary
storage, less 25 yr- 24 hr storm, contains 140326 cubic feet or
104963.6 gallons.

r
SHEET 1 OF 2
OPERATION AND MAINTENANCE PLAN
--------------- ----------
This lagoon is designed for waste treatment (permanent storage) and
180 days of temporary storage. The time required for the planned
fluid level (permanent and temporary storage) to be reached may vary
due to site conditions, weather, flushing operations, and the amount
of fresh water added to the system.
The designed temporary storage consists of 180 days storage for:
(1) waste from animals and (2) excess rainfall after evaporation. Also
included is storage for the 25 year - 24 hour storm for the location.
The volume of waste generated from a given number of animals will be
fairly constant throughout the,year and from year to year, but excess
rainfall will vary from year to year. The 25 year rainfall will not
be a factor to cons -*.der in an annual pumping cycle, but this storage
volume must always be available.
A maximum elevation is determined in each design to begin
pumping and this is usually the outlet invert of pipe(s) from
building(s). If the outlet pipe is not installed at the elevation to
begin pimping, a permanent Marker must be installed at this elevation
to indicate when pumping should begin. An elevation must be established
to stop pumping to maintain lagoon treatment depth.
Pumping can be started or stopped at any time between these two
elevations for operating convenience as site conditions permit, such as
weather, soils, crop, and equipment in order to apply waste without
runoff- off- or leaching,
Land application of waste water is recognized as an acceptable
method of disposal. Methods of application include solid set,
center pivot, guns, and traveling gun irrigation. Care should be
taken when applying waste to prevent damage to crops.
The following items are to be carried out.
1. Ti- is strongly recommended tl�at the treatment lagoon be pre -
charged to 1!2 its capacity to prevent excessive odors during
start-up. Pre -charging reduces the concentration of the initial
waste entering the lagoon thereby reducing odors. Solids should be
covered with effluent at all times. When precharging is complete,
flush buildings with recycled lagoon liquid. Fresh water should not
be used for flushing after initial filling,
2. The attached waste utilization plan shall be followed. This
plan recommends sampling and testing of waste (see attachment)
before land application.
3. Begin temporary storage pump -out of the lagoon when fluid level
reaches the elevation 53 -%47-� as marked by permanent marker. Stop pump -
out when the fluid level reaches elevation 4�SSa.q This temporary
storage, less 25 yr- 24 hr :storm, contains 140705 cubic feet or
1052472 gallons.

SHEET 2 OF 2
4. The recommended maximum amount to apply per irrigation is
one (1) inch and the recommended maximum application rate is 0.3
inch per hour. Refer to the waste utilization plan for further details.
5. Keep vegetation on the embankment and areas adjacent to the
lagoon mowed annually. `vegetation should be fertilized as needed
to maintain a vigorous stand.
a. Repair any eroded areas or areas damaged by rodents and
establish in vegetation.
?. All surface runoff is to be diverted from the lagoon to stable
outlets.
B. Keep a minimum of 25 feet of grass vegetated buffer around
waste utilization fields adjacent to perennial streams. Waste will
not be applied in open ditches. Do not pump within 200 feet of a
residence or within 100 feet of a well. Waste shall be applied in a
manner not to reach other property and public right-of-ways.
9. The Clean Water Act of 1977 prohibits the discharge of
pollutants into waters of the United States_. The Department of
Environment, Health, and Natural Resources, Division, of Environ-
mental Management; has the responsibility for enforcing this law.
11

i
SHEET 1 OF 2
OPPEP
ZATION AND ;AINTENAICE PLAN
------------------------------
This lagoon is designed for waste treatment (permanent storage) and
180 days of temporary storage. The time required for :the planned
fluid level (permanent and temporary storage) to be reached may vary
due to site conditions, weather, flushing operations, and the amount
of fresh eater added to the system..
The designed temporary storage consists of 180 days storage for:
(1) waste from animals and (2) excess rainfall after evaporation. Also
included is storage for the 25 year - 24 hour storm for the location.
The volume of waste generated from a given number of animals will be
fairly constant throughout the year and from year to year, but excess
rainfall will vary from year to year. The 25 year rainfall will not
be a factor to consider. in an annual pumping cycle, but this storage
volume must always be available.
A maximum elevation is determined in each design to begin
pumping and this is usually theoutlet invert of pipe(s) from
building(s). If the outlet pipe is not installed at the elevation to
begin pumping, a permanent marker must be installed at this elevation
to indicate when pumping should begin. An elevation must be established
to stop pumping to maintain lagoon treatment depth.
Pumping can be started or stopped at any time between these two
elevations for operating convenience as site conditions permit; such as
weather, soils, crop, and equipment in order to apply waste without
runoff or leaching.
Land application of waste water is recognized as an acceptable
method of disposal. Methods of application include solid sat,
center pivot, guns, and traveling gun irrigation. Care should be
taken when applying waste to prevent damage to crops.
The following items are -Co be carried out:
1. it is strongly recommended that the treatment lagoon be pre -
charged to 1/2 its capacity to.prevent excessive odors during
start --up. Pre -charging reduces the concentration of the initial
waste entering the lagoon thereby reducing odors. Solids should be
covered with effluent at all times. When precharging is complete,
flush buildings with recycled lagoon liquid. fresh water should not
be used for flushing after initial filling.
2. The attached waste utilization plan shall be followed.. This
plan recommends sampling and testing of waste (see attachment)
before land application,
3. Begin temporary storage pump -out of the lagoon when fluid level
reaches the elevation:47•3 ' as marked by permanent marker. Stop pump -
out wheh the fluid level reaches elevation _34� q.,�j This temporary
storage, less 25 yr- 24 hr storm, contains 140326 cubic feet or
1049636 gallons.

SHEET 2 OF 2
4. The recommended maximum amount to apply per irrigation is
one (1) inch and the recommended maximum application rate is 0.3
incla per hour. Refer to the waste utilization plan for further details.
5. Keep vegetation on the embankment - and areas adjacent to the
lagoon mowed annually. Vegetation should be fertilized as needed
to maintain a vigorous stand.
10. Repair any eroded areas or areas damaged by rodents and
establish in vegetation.
7. All surface runoff is to be diverted from the lagoon to stable
outlets.
8. Keep a minimum of 2151 feet of grass vegetated buffer around
waste utilization fields adjacent to perennial streams. Waste will
not be applied in open ditches. Do not pump within 200 feet of a
residence or within 100 feet of a well. Waste shall be applied in a
manner not to reach other property and public right-of-ways.
9. The Clean Water Act of 1971" prohibits the discharge of
pollutants into waters of the United States. The Department of
Environment, Health, and Natural Resources, Division of Environ-
mental Management, has the responsibility for enforcing this law.
I

e 9r� OPERATION ANb AIINTENANCE PLAN SHEET 1 OF 2
This lagoon is designed for Waste treatment (permanent storage) and
180 days of temporary storage. The time required for .the planned
fluid level (permanent and temporary storage) to be reached may vary
due to site conditions, weather, flushing operations, and the amount
of fresh water added to the system.
The designed temporary storage consists of 180 days storage for
(1) waste from animals and (2) excess rainfall after evaporation. Also
included is storage for the 25 year - 24 hour storm for the location.
The volume of waste generated from a given number of animals will'
be
fairly constant throughout the year and from year to year, but excess
rainfall will vary from year to year. The 25 year rainfall_ will not
be a factor to consider. in an annual pumping cycle, but this storage
volume must always be available.
A maximum elevation is determined in each design to begin
pumping and this is usually the outlet invert of pipe(s) from
building(s). if the outlet pipe is not installed at the elevation to
begin pumping, a permanent marker must be installed at this elevation
to indicate when pumping should begin. An elevation must be established
to stop pumping to maintain lagoon treatment depth.
Pumping can be started or stopped at any time between these two
elevations for operating convenience as site conditions permit; such as
weather, soils, crop, and equipment in order to apply waste without
runoff or leachirsg.
Land application of waste water is recognized as an acceptable
method of disposal. methods of application include solid set,
center pivot, guns, and traveling gun irrigation. Care should be
taken when applying waste to prevent damage to crops.
The following items are to be carried out:
1. It is strongly recommended that the treatment lagoon be pre -
charged to 1/2 its capacity to .prevent excessive odors during
start-up, pre -charging reduces the concentration of :the initial
waste entering the lagoon thereby reducing ❑dors. Solids should be
covered with effluent at all times. When precharg.ing is complete,
flush buildings with recycled lagoon liquid. Fresh water should not
be used for flushing after initial filling.
2. The attached waste utilization plan shall be followed. This
plan recommends sampling and testing of waste (see attachment)
before land application.
3. Begin temporary storage pump -out of the lagoon when fluid level
reaches the elevation 36.9 as marked by permanent marker. Stop pump -
out when the fluid level reaches elevation 34.7 This temporary
storage, less 25 yr- 24 hr storm., contains 140326 cubic feet or
1049636 gallons.

SHEET 2 OF 2
4. The recommended maximum amount to apply per irrigation is
one (1) inch and the recommended maximum application rate is 0.3
inch per hour. Refer to the waste utilization plan for further details.
5. Keep vegetation on the embankment and areas adjacent to the
lagoon mowed annually. Vegetation should be fertilized as needed
to maintain a vigorous stand.
6. Repair any eroded areas or areas damaged by rodents and
establish in vegetation.
7. All surface runoff is to be diverted from the lagoon to stable
outlets.
S. keep a minimum of 2_5 feet of grass.vegetated buffer around
waste utilization fields adjacent to perennial streams. Waste will
not be applied in open ditches. Do not pump within 200 feet of a
residence or within 100 feet of a well. Waste shall be applied in a
manner not to reach other property and public right-of-ways.
9. The Clean Water Act of 1977 prohibits the discharge of
pollutants into waters of the United States. The Department of
Environment, Health, and Natural Resources, Division, of Environ-
Mental Management, has the responsibility for enforcing this law.

SHEET 1 OF 2
OPERATION AND MAINTENANCE PLAN r 1 A 8
---------------------- 14-n' 6
This lagoon is designed for waste treatment (permanent storage) and
100 days of temporary storage. The time required for the planned
fluid level (permanent and temporary storage) to be reached may vary
due to site conditions, weather, flushing operations, and the amount
of fresh water added to the system.
The designed temporary storage consists of 100 days storage for:
(1) waste from animals and (2) excess rainfall after evaporation. Also
included is storage for the 25 yr - 24 hr storm for the location and a
heavy rain factor. The volume of waste generated from a given number
of animals will be fairly constant throughout the year and from year to
year, but excess rainfall will vary from year to year. The heavy rain
factor and 25 yr rainfall will not be a factor to consider in an annual
pumping cycle, but this storage volume must always be available.
The waste produced by the animals shall be utilized in accordance with
an approved waste utilization plan. Highly visible markers shall be
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.
Pumping can be started or stopped at any time between these two
elevations for operating convenience as site conditions permit, such as
weather, soils, crop, and equipment in order to apply waste without
runoff or leaching.
Land application of waste water is recognized as an acceptable
method of disposal. Methods of application include solid set,
center pivot, guns, and traveling gun irrigation. Care should be
taken when applying waste to prevent damage to crops.
The following items are to be carried out:
1. Before wastes are introduced, the waste treatment lagoon shall be
charged to 1/2 its treatment volume to prevent excessive odors during
start-up. Pre -charging reduces the concentration of the initial
waste entering the lagoon thereby reducing odors. Solids should be
covered with effluent at all times. When precharging is complete,
flush buildings with recycled lagoon liquid. Fresh water should not
be used for flushing after initial filling.
2. The attached waste utilization plan shall be followed. This
plan recommends sampling and testing of waste (see attachment)
before land application.
3. Begin temporary storage pump -out of the lagoon when fluid level
I

reaches the elevation 35.30 as marked by permanent marker. Stop pump -
out when the fluid level reaches elevation 33.70 . This temporary
storage less 25 yr and heavy rain contains 93,167 cubic feet or
696,892 gallons.
V

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