820217_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.
L Farm Number: 82-0217
2. Facility Name: Brewer Hoe Farm 1-8
3. Landowner's Name (same as on the Waste Management Plan):
4. Landowner's Mailing Address: 1801 Panhandle Rd
City: Faison State:
Telephone Number: 910-590-6229 Ext. E-mail
5. Facility's Physical Address: 9929 Keener Rd
City: Clinton State:
6. County where Facility is located: Samuson
7. Farm Manager's Name (if different from Landowner):
g. Farm Manager's telephone number (include area code):
9. Integrator's Name (if there is not an Integrator, write "None"):
10. Operator Name (OIC): Ronnie W. Brewer
11. Lessee's Name (if there is not a Lessee, write "None"):
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 Finish
Feeder to Finish
Farrow to Wean
Farrow to Feeder
Boar/Stud
Gilts
Other
Cattle
Dairy Calf
Dairy Heifer
Milk Cow
Dry Cow
Beef Stocker Calf
Beef Feeder
Beef Broad Cow
Other
Certificate Of Coverage Number: AWS820217
Roimie W Brewer
NC Zip: 28341-5567
brewfarm525 ,+ � ahoo.com
NC Zip: 28328
Prestaue Farms Inc
Phone No.: 910-590-6229 OIC #: 17804
Allowable Count
5,880
Dry Poultry
Other Tunes
Non Laying Chickens
Horses - Horses
Laying Chickens
Horses - Other
Pullets
Sheep- Sheep
Turkeys
Sheep - Other
Turkey Pullet
Wet Poultry
Non Laying Pullet
Layers

13. Waste Treatment and Storage Lagoons (Verify the following information is accurate and complete. Make all necessary
corrections and provide missing data.)
Structure
Name
Estimated
Date
Built
Liner Type
(Clay, Synthetic,
Unknown)
Capacity
(Cubic Feet)
Estimated
Surface Area
(Square Feet)
Design Freeboard
"Redline"
(Inches)
1
c l e
606 0819
If 916
19.00
1-4
38!F6l1.90
2
.. rl— als
r0j16 L 09170
19.00
5-8
JASGG@�0
JB
W40
RB
Q&
Mail one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this, completed and signed application
as required by NC General Statutes 143-21.5.10C(d) to the address below.
The CAWMP must include the following components:
/ 1. The most recent Waste Utilization Plan (WUP), signed by the owner and a certified technical specialist, containing:
a. The method by which waste is applied to the disposal fields (e.g. irrigation, injection, etc.)
b. A map of every field used for land application (for example: irrigation map)
c. The soil series present on every land application field
d. The crops grown on every land application field
e. The Realistic Yield Expectation (RYE) for every crop shown in the WUP
f. The maximum PAN to be applied to every land application field
g. The waste application windows for every crop utilized in the WUP
h. The required NRCS Standard specifications
2. A site map/schematic
13. Emergency Action Plan
4. Insect Control Checklist with chosen best management practices noted
15. Odor Control Checklist with chosen best management practices noted
-'� 6. Mortality Control Checklist with selected method noted - Use the enclosed updated Mortality Control Checklist
t/ 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
Ayour 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�b/y a principal executive officer of the corporation):
Name: /�Title:
Signature:Zftf Date: >'
Name:
S ignature:
Name:
Signature:
Title:
Date:
Title:
Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Telephone number: [phone]
E-mail: 2019Perm itRenewal@ncden r.gov
FORM: RENEWAL -STATE GENERAL 02/2019

ROY COOPER
Gowffl r
tr ICHAEL S. RECAN
Seerrwy
LINDA CULPEPPE
otredor
SrATt ry2, 4
NORTH CAR ONA
JrYaVOWAeMentat Quaff
February 27, 2019
Ronnie W Brewer
Brewer Hog Farm 1-8
1801 Panhandle Rd
Faison, NC 28341-5567
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://deti.nc.gov/about/divisions/water-resources/water:�ivalit% -re ion+ nal-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 � ou will find a 'Request for Certificate of Coverage Faciliv, Currently Covered b% an
Exniring State Non -Discharge General Permit." The application form must be completed, signed and returned b% April 3, 2019.
Please note that you must include one (1i corry of the Certified Animal Waste Management Plan ICAWMPI with the
completed and signed avelication form. A list of items included in the CAWMP can be found on page 2 of the renewal
application form.
Failure to request renewal of your coverage under a general permit within the time period specified may result in a civil penalty.
Operation of your facility without coverage under a valid general permit would constitute a violation of NCGS 143-215.1 and could
result in assessments of civil penalties of up to $25,000 per day.
If you have any questions about the State Non -Discharge General Permits, the enclosed application, or any related matter please feel
free to contact the Animal Feeding Operations Branch staff at 919-707-9100.
Sincerely,
Jon Risgaard, Section Chief
Animal Feeding Operations and Groundwater Section
Enclosures
cc (w/o enclosures): Fayetteville Regional Office, Water Quality Regional Operations Section
Sampson County Soil and Water Conservation District
AFOG Section Central Files - AWS820217
Prestaee Farms Inc
No-0- , am '�.s t}e a t zr t sf E:�w' srr er to r uz "ty I D",.�s sr o ater Reso roes
kEJ 512 N- Sa '3b. q St. i 1S36 Vs SerL ae 2erter i Re e gt,.Nw1k Cw: 'rs 27fi 163fd

Waste Utilization Plan
Producer:
Ronnie Brewer County: Sampson
Name of Farm:
Brewer Hog Farm 1-8
Location:
1801 Panhandle Rd.
Faison NC 28341
Phone:
910-533-3978
Type of Operation:
Feed -Finish
Number of Animal:
5880
Storage Structure:
Anaerobic Lagoon
Method of Application:
Irrigation
Amount of waste produced per year: 11172 ton/year
Amount of plant available
N (PAN) produced/year: 13524 lbs./year
ON FARM RECORDS 4637 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

Brewer Hog Farm 1-8
Page 2
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:
Tract No.
Field No.
Soil Type
Crop
Code
Yield/Ac
Lbs. N
unit
Acres
Lbs N
Used
Month to
Apply
Lbs. N
Per Ac.
6654
1
GoA
Fescue-G
3.7
50
2.20
407
AUG-JUL
185
6654
2
GoA
CB -Graze
4.9
50
3.54
867
APR-OCT
245
6654
2
GoA
Small Grain-G
1
50
3.54
177
OCT-APR
50
6654
3
GoA
CB -Graze
4.9
50
3.65
894
APR-OCT
245
6654
3
GoA
Small Grain-G
1
50
3.65
183
OCT-APR
50
6654
4
Ra
CB -Graze
3.4
50
6.75
1148
APR-OCT
170
6654
4
Ra
Small Grain-G
1
50
6.75
338
OCT-APR
50
6654
5
Ra
CB -Graze
3.4
50
3.75
638
APR-OCT
170
6654
5
Ra
Small Grain-G
1
50
3.75
188
OCT-APR
50
6654
6
Ra
CB -Graze
3.4
50
3.66
622
APR-OCT
170
6654
6
Ra
Small Grain-G
1
50
3.66
1831
OCT-APR
50
6654
7
GoA
Common B=G
3.75
50
2.83
531
APR-OCT
187.5
6654
7
GoA
Small Grain-G
1
50
2.83
142
OCT-APR
50
6654
8
GoA
Common B-G
3.75
50
1.88
353
APR-OCT
187.5
6654
8
GoA
Small Grain-G
1
50
1.88
94
OCT-APR
50
5950
9
GoA
Common B-G
3.75
50
4.32
810
APR-OCT
187.5
5950
9
GoA
Small Grain-G
1
50
4.32
216
OCT-APR
50
5950
10
GoA
Common B-G
3.75
50
6.13
1149
APR-OCT
187.5
5950
10
GoA
Small Grain-G
1
50
6.13
307
OCT-APR
50
5950
11
NOA
CB -Graze
5.2
50
3.761
977
MAR-OCT
260
5950
11
NOA
SG-oS
1
50
3.761
1881
OCT-MAR
50
Total 48.60 10412 lbs.
On Farm Records Available Nitrogen 4637 lbs.
Surplus or deficit -5775 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.

Brewer Hog Farm 1-8 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 materity,
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 2117 lbs. of plant available
nitrogen per year in the sludge.
If you remove sludge every 5 years you will have approximately 10584 lbs. of PAN to utilize. Assuming
you apply this PAN to hybrid bermudagrass hayland at the rate of 300 lbs/acre you will need 35
acres of land. If you apply the sludge to corn at the rate of 125 lbs. of nitrogen per acre you will need 85
acres of land. Please be aware that these are only estmates 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

Brewer Hog Farm 1-8
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 irrrigate 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
6654
1
GoA
Fescue-G
0.5
1.0
6654
2
GoA
CB -Graze
0.5
1.0
6654
2
GoA
Small Grain-G
0.5
1.0
6654
3
GoA
CB -Graze
0.5
1.0
6654
3
GoA
Small Grain-G
0.5
1.0
6654
4
Ra
CB -Graze
0.5
1.0
6654
4
Ra
Small Grain-G
0.5
1.0
6654
5
Ra
CB -Graze
0.5
1.0
6654
5
Ra
Small Grain-G
0.5
1.0
6654
6
Ra
CB -Graze
0.5
1.0
6654
6
Ra
Small Grain-G
0.5
1.0
6654
7
GoA
Common B-G
0.5
1.0
6654
7
GoA
small Grain-G
0.5
1.0
6654
8
GoA
Common B-G
0.5
1.0
6654
8
GoA
Small Grain-G
0.5
1.0
5950
9
GoA
Common B-G
0.5
1.0
5950
9
GoA
Small Grain-G
0.5
1.0
5950
10
GoA
Common B-G
0.5
1.0
5950
10
GoA
Small Grain-G
0.5
1.0
5950
11
NoA
CB -Graze
0.5
1.0
5950
11
NOA
SG -CS
0.5
1.0

Brewer Hog Farm 1-8
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 appling the waste.
NARRATIVE OF OPERATION

Brewer Hog Farm 1-8 Page 6
WASTE UTILIZATION PLAN
REQUIRED SPECIFICATIONS
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.
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 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 potentual 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 residenrial 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).

Brewer Hog Farm 1-8 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, drainageways, 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 washdown facilities, showers, toilets, sinks, etc., shall
not be discharged into the animal waste management system.
17. A protective cover of appropriate vegtation 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 illigal 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: Brewer Hog Farm 1-8
Owner/Manager Agreement Ronnie Brewer
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: Ronnie Brewer
Signature: " t���
Name of Manager (If different from owner)
Signature:
Name of Person Preparing Plan: G. Glenn Clifton
Affiliation: Prestage Farms, Inc. Phone: [phone]
Address: P.O. Box 438
Clinton, NC 28329
Signature: 4 _ 0.�—�,—t _1
Date: 5/r7/o
Date:
Date: 5 Y] d O

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frnr
RONNIE BREWER - = •-
• i t�oNa rE '3��v1�2 FIaR�Ax �

SAMPSON COUNTY
EMERGENCY ACTION PLAN 141-7o
DIVISION OF WATER QUALITY (DWQ) 910 " &I-54'
EMERGENCY MANAGEMENT SERVICES (EMS) 910-592-8996
SOIL & WATER CONSERVATION DISTRICT (SWCD) 910-592-7963
NATURAL RESOURCES CONSERVATION SERVICE (NRCS) 910-592-7963
COOPERATIVE EXTENSION SERVICE (CES) 910-592-7161
This plan will be implemented in the event that waste from your operation are leaking,
overflowing, or running off the 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 response to problems are listed below:
A. Lagoon overflow -possible solutions are:
a. Add soil to berm to increase elevation of dam, any permanent alteration of the
dam should be approved by a qualified technical specialist.
b. Pump wastes to field at an acceptable rate.
c. Stop all additional flow to the lagoon, hold wastes in the house if possible.
d. Call a pumping contractor.
e. Make sure no surface water is entering lagoon.
B. Runoff from wastes application field -action include:
a. Immediately stop wastes application.
b. Create a temporary diversion or berm to contain the waste.
c. Incorporate waste to reduce further 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 sprinkler -action includes:
a. Stop recycle (flushing system) pump.
b. Stop irrigation pump.
c. Close values to eliminate further discharge.
d. Repair all leaks prior to restarting pumps.
D. Leakage from flush system, houses, solids separators -action includes:
a. Stop recycle (flushing system) pump.
b. Stop irrigation pump.
c. Make sure no siphon effect has been created.
d. Stop all -flows in the house, flush systems, or solid separators.
e. Repair all leaks prior to restarting pumps.
E. Leakage from base or sidewall of lagoon. Often this is seepage as opposed to
flowing leaks -possible action:

a. Dig a small sump or ditch to catch all seepage, put in a submersible pump, and
pump back into 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 sidewalls and the lagoon
bottom as soon as possible.
2. Assess the extent of the spill and note any obvious damages.
a. Did the waste reach any surface waters?
b. Approximately how much was released and what duration?
c. Any damage noted, such as employee injury, fish kills, or property damage?
d. Did the spill leave the property?
e. Does the spill have the potential to reach surface waters?
f. Could a future rain event cause the spill to reach surface waters?
g. Are potable water wells in danger (either on or off of the property)?
h. How much reached surface waters?
3. Contact appropriate agencies.
a. During normal business hours, call your DWQ (Division of Water Quality)
regional office, at 910-486-1541, after hours, emergency number: 1-800-858-
0368. Your phone call should include: YOUR NAME, FACILITY
NUMBER, TELEPHONE NUMBER, THE DETAILS OF TE INCIDENT
FROM ITEM #2 ABOVE, THE EXACT LOCATION OF THE FACILITY,
AND 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 the spill leaves the property or enters surface waters, call local (EMS)
Emergency Management Services at 910-592-8996.
c. Instruct EMS to contact local Health Department.
d. Contact local Soil and Water Conservation District, Natural Resources
Conservation Service office at 910-592-7963 and Cooperative Extension
Service at 910-592-7161 for advice/technical assistance.
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 the problem to minimize off -
site damage.
a. Contractors Name: M A Rtc ?, A y n o R
b. Contractors Address: 7Z44. TA y co p-g 5 e t y6E
l4wY .. .—
c. Contractors Phone: 5_2o - Z?14
Page 2

6. Contact the technical specialist who certified the lagoon.
a. Name: G• GLEN►J CLI F-roAJ
b. Phone: 9 t o- 59 2- 5 7
7. Implement procedures as advised by DWQ and technical assistance agencies to
rectify the damage, repair the system, and reassess the waste management plan to
keep problems with release of wastes from happening again.
8. If you are a contract swine grower associated with a swine company integrator,
contact the company representative at 910-592-5771.
Page 3

Source
Insect Control Checklist for Animal Operations
Cause
Site Specific
Flush Gutters Liquid Systems
Accumulation of solids Flush system is designed and operated
sufficiently to remove accumulated solids from
gutters as designed.
fir1emove bridging of accumulated solids at
Lagoons and its . discharge
g Crusted Solids Maintain lagoons, settling basins and pits where
pest breeding is apparent to minimize the
crusting of solids to a depth of no more than 6 -
9 inches over more than 30% of surface.
Excessive Vegetative • Decaying vegetation Fr Maintain vegetative control along banks of
Growth lagoons and other impoundments to prevent
accumulation of decaying vegetative matter
along watees edge on impoundment's perimeter.
Feeders
Spit
Feed Storage • Accumulations of feed
AMIC - November 11, 1996, Page 1
to Control Insects
97 Design, operate and maintain feed systems (e.g.,
bunkers and troughs) to minimize the
a umulalion of decaying wastage.
0 Clean up spillage on a routine basis (e.g., 7 - 10
day interval during summer; I5-30 day interval
during winter).
0
Reduce moisture accumulation within and
around immediate perimeter of feed storage
areas by insuring drainage away from site
and/or providing adequate containment (e.g.,
covered bin for brewer's grain and similar high
moisture grain products).
Inspect for and remove or break up accumulated
solids in filter strips around feed storage as
needed.

_ Snurcc Q:ausc OWN Io Control 4nseets. - - - — -- - — - - -
Aoimal I lolding Areas m A4cunualatinns of animal wastes Site Specific Practices -- -
_ ['sliminatc low areas that Ira Imoist I
and fecal wasia e I n. A. og
6 fences nand other locations where waste
accunndales and disturbance by animals is
minimal.
fy Maintain fence rows and liller•sirips around
animal holding areas to minimize
accunutlutions of wastes (i.e., inspect for and
remove or break up accumulatcal solids as
_ needed).
y�lannre 1 Lnuiling -- a Accuuualations of animml wastes
Ss Remove spillage on a routine basis c. 7 - 10 -- — -
��tcuas �Y (I;.,
clay interval (tiring summer; 15-30 day interval
during winter) where manure is loaded for land
application or disposal.
C_i Provide litr adequate drainage around manure
stockpiles,
C'1 Inspect liar and remove or break up accunraalalcd
wastes in filter strips around stockpiles auul
----•---•__ _ _ _ manure handling areas as needed.
For more iniirnaatinn contact the Cooperative Extension Service, I)epartanent of 13ntomology, Box 7613, North Carolina Stale lluiversily, - -
Itadcihh, NC', 27695-7613.
AMIC - November 11, 1996, Pale 2

Swine Farm Waste Management Odor Control Chedk list
Source ­ Cause
Pnnmtead • SWlne nroductinn BMPs to Minimize or
• Dirt
• Wet
Manure collection pits ; Urine���
o
Partial microbial decomposition
Vent(latfon exhaust fans Volatile gases; _
_ Dust
Indoor surfaces
Flush tanks
• Agitation of recycled lagoon
liquid while tanks are filling
Flush alleys
Agitation during wastewater
Pit recharge points
conveyance
• Agitation of recycled lagoon
liquid while pits are filling
Lift stations
• Agitation during sump lank
Outside drain collection
or junction boxes
filling and drawdown
Agitation during wastewater
conveyance
AMOC -November 11, 1996, Page 3
Vegetative or wooded buffers; Site specific Practices
recommended best management practices;
Good judgment and common sense
DrV flonrc
Slotted floors;
Waterers located over slotted floors;
O Feeders at high end of solid floors;
Scrape manure buildup from floors;
Underfloor ventilation for drying
requent manure removal by flush, pit recharge,
or scrape;
17 Underfloor ventilation
Ifflcicnl
maintenance;
air movement
Washdown between groups of animals;
17 Feed additives; -�
❑weeder covers;
Feed delivery downspout extenders to feeder
covers
❑ Flush lank covers; _
O Extend fill lines to near bottom of tanks with
L�
anti -siphon vents
❑ Underfloor flush with oor underflventilation
❑ Extend recharge lines to near bottom of pits
Willi anti -siphon vents
❑ Sump lank covers "� —
❑ Box covers __

Source Cause BMPs to Minimize Odor Site Specific Practices
End of drainpipes at • Agitation during wastewater ❑ Extend discharge point of pipes underneath
lagoon conveyance lagoon liquid level
Lagoon surfaces • Volatile gas emissions; ,-Troper lagoon liquid capacity;
• Biological mixing; correct lagoon startup procedures;
• Agitation Cr—FAInimum surface area -to -volume ratio;
t Minimum agitation when,pumping;
❑ Mechanical aeration;
O
Proven biological additives
Irrigation sprinkler
nozzles
• High pressure agitation;
Irrigate on dry days with little or no wind;
. Wind drill
,.,,,/
der M-inimum
recommended operating pressure;.
AY__P_ump intake near lagoon liquid surface;
O
Pump from second -stage lagoon
Storage tank or basin
surface
• Partial microbial decomposition;
O
Bottom or midlevel loading;
. Mixing while filling;
O
Tank covers;
• Agitation when emptying
O
Basin surface mats of solids;
O
Proven biological additives or oxidants
Settling basin surface
Partial microbial decomposition;
CI
Extend drainpipe outlets underneath liquid
• Mixing while filling;
level;
• Agitation when emptying
O
Remove settled solids regularly
Manure, slurry or sludge
spreader outlets
• Agitation when spreading;
O
'Soil injection of slurry/sltidges;
• Volatile gas emissions
O
Wash residua! manure from spreader aQer use;
O
Proven biological additives or oxidants
Uncovered manure,
slurry or sludge on Geld
• Volatile gas emissions while
drying
❑
Soil injection of slurry/sludges
surfaces
O
Soil incorporation within 49 hrs.;
O
Spread in thin uniform layers for rapid drying;
O
Proven biological additives or oxidants '
Dead animals
Carcass decomposition
per disposition of Carcasses
Dead animal disposal
pits
• Carcass decomposition
❑
CoitlplCle coVcall of carcasses ill burial pits;
oper location/consiruction of disposal pits
Incinerators
• Incomplete combustion
O
Secondary stack burners
AMOC -November 11, 1996, Page 4

Source Cause _ BMPs to Minimize. Odor Site Specific Practices
Standing water around -.Improper drainage; B--Grade and landscape such that water drains
facilities . Microbial decomposition of away from facilities
organic matter
Manure tracked onto • Poorly maintained access roads arm access road maintenance -
public roads kom farm
access
Additional Information : Available From:
Swine Manure Management , 0200 Rule/BMP Packet f NCSU, County Extension Center
Swine Production Farm Potential Odor Sources and Remedies; EBAE Fact Sheet NCSU - BAE
Swine Production Facility Manure Management: Pit Recltarge - Lagoon Treatment ; EBAE 128-88 NCSU - BAE
Swine Production Facility Manure Management: Underfloor Flush - Lagoon Treatment; EBAE 129-88 NCSU - BAE
Lagoon Design and Management for Livestock Manure Treatment and Storage ; EBAE 103-83 NCSU - BAE
Calibration of Manure and Wastewater Application Equipment; EBAE Fact Sheet NCSU - BAE
Controlling Odors from Swine Buildings; PIH-33 NCSU - Swine Extension
Environmental Assurance Program ; NPPC Manual NC Pork Producers Assoc
Options for Managing Odor; a report from the Swine Odor Task Force NCSU Agri Communications
Nuisance Concerns In Animal Manure Management: Odors and Flies; PR0107, 1995 Conference Proceedings Florida Cooperative Extension
AMOC -November 11, 1996, Page 5

Version —November 26, 2018
Mortality Management Methods
Indicate which method(s) will be implemented.
When selecting multiple methods indicate a primary versus secondary option.
Methods other than those listed must be approved by the State Veterinarian.
Primary Secondary Routine Mortality
aBurial three feet beneath the surface of the ground within 24 hours of knowledge of animal
71 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.
7 Rendering at a rendering plant licensed under G.S. 106-168.7.
0 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).
aMass 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.
Signature of Farm Owner/Manager
Signature of Technical Specialist
Date
Date

Operator:RONNIE
BREWER
County: SAMPSON
Date:
05/17/95
Distance
to nearest residence (other than
owner):
750.0
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
17. MINIMUM
REQUIRED TREATMENT VOLUME
OF
LAGOON
Volume = 396900 lbs. ALW x Treatment Volume(CF)/lb. ALW
Treatment Volume(CF)/lb. ALW = 1 CF/lb. ALW
Volume = 396900 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feet
4. TOTAL DESIGNED VOLUME
SLUDGE ACCUMULATION NOT COMPUTED
AT OWNERS REQUEST. REMOVE SLUDGE
AS NEEDED.
Inside top length (feet)--------------------- 345.0
Inside top width (feet)---------------------- 215.0
Top of dike elevation (feet)----------------- 48.0
Bottom of lagoon elevation (feet)--------- -- 36.0
Freeboard (feet)----------------------------- 1.0
Side slopes (inside lagoon)------------------ 3.0 : 1
Total design volume using prismoidal formula
SS/END1'-SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3.0 3.0 3.0 3.0 339.0 209.0 11.0
AREA OF TOP
LENGTH * WIDTH =
339.0 209.0
AREA OF BOTTOM
LENGTH * WIDTH =
273.0 143.0
70851 (AREA OF TOP)
39039 (AREA OF BOTTOM)
AREA OF
MIDSECTION
LENGTH
* WIDTH *
4
306.0
176.0
215424 (AREA
OF MIDSECTION * 4)
CU. FT.
= [AREA TOP
+ (4*AREA MIDSECTION)
+ AREA BOTTOM] * DEPTH/6
70851.0
215424.0
39039.0 1.8
Total Designed Volume Available = 596409 CU. FT.

5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
345.0 215.0 74175.0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 74175.0 square feet
Design temporary storage period to be 180 days.
5A. Volume of waste produced
Feces & urine production in gal./day per 135 lb. ALW 1.37
Volume = 396900 lbs. ALW/135 lbs. ALW * 1.37 gal/day 180 days
Volume = 725004gals. or 96925.7 cubic feet
5B. 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
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 = 43268.8 cubic feet

5D. Volume of 25 year - 24 hour storm
Ve1a.!_me = 7.0 inches / 12 inches per foot * I'JA
Volume = 43263.6 cubic_ feet
TOTAL REQUIRED TEMPORARY STORAGE
5R .
96926
cubic
feet
5B.
0
cubic
feet
50a
43269
cubic
feet
51)a
4 269
cubic
-beet
TOTAL 183463 cubic feet
6. SUMMARY
Temporary storage period======== === =========> 180 days
Rainfall in excess of evaporation=:_=========:r 7.0 inches
25 year — 24 hour- rainfall. =__ =____ ______--__:' 7.0 inches
1.0 feet
Side 3.0 0 1
Inside et
op top
l enj g t �___ __ _- _______________ __.___:: 345.0 f feet
Inside
et
Tor, of dike 43 n f_. feet
Bottom of lagoon 36.0 feet
Total required 'do l ! !me=___=___---____________ 580363 c _! . f t . n
Actual design yrols!1�}r_..=--_-� �_ _ =__= c-- =, _._.___:% 5.76409 cu . ft
Seasonal ?-sigh w tertable elevation (SHWT)w__. 43.2 feet
Stop !.. sf: p _ , g 1. _ 44=1 feet
LL11 r�
Must bed or _ to the SHWT elev. --' === '-!3. ry feet
Must be > or = to min. req. treatment el A - . 42.0 feet
Req!i'r`ed minimum treatment vo l a_!t7 e-=._ _.-.---:-e-> 396900 =t! e f = a
Volume at -stop pumping elevation----; 404474 cu v ft
f m
Start p1.t1?ti3?ntr�'tl•57 elE?'+f:....-._._........-_-�..•'__...�:___._.._.____.�._--. ..._ feetrw
Mustbe at bottom of freeboard & 25 yro rainfall
Actual volume less 25 yr.- 24
hr. rainfall553.1.40 cu. ft a
Volume at start pumping g _ale• at?on_==========-::' 47615 cu, ft.
Required volume to be 1401?4 cu. ft
Actual volume planned to be pItmped==========.:> 143140 cu. ft
Min. thickness of soil liner- when reequi red ==> 1.8 feet
7.
y DES I -1 NE;_r, BY! di . 9L6,-- � rJ+/ APPROVED
roPRO, ,_T^, BY.
DATE n 5131111S DATE: �� J
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
MI _,. TS

RECALCULATED VOLUMES BASED ON 1.0 FEET OF FREEBOARD
Operator: Ronnie Brewer 1-4 County: Sampson
Date:
07/18/05
Distance to nearest residence (other than owner):
1000.0
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
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 396900 lbs. ALW x Treatment Volume(CF)/lb. ALW
Treatment Volume(CF)/lb. ALW = 1
CF/lb. ALW
Volume = 396900 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
SLUDGE ACCUMULATION
NOT COMPUTED
Volume = 0.0 cubic feet AT OWNERS
REQUEST. REMOVE
SLUDGE
AS NEEDED_.
4. TOTAL DESIGNED VOLUME
Inside top length (feet)---------------------
350.0
Inside top width (feet)----------------------
215.0
Top of dike elevation (feet)-----------------
50.0
Bottom of lagoon elevation (feet)------------
38.0
Freeboard (feet)-----------------------------
1.0
Side slopes (inside lagoon)------------------
3.0
: 1
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH
WIDTH
DEPTH
3.0 3.0 3.0 3.0 344.0
209.0
11.0
AREA OF TOP
LENGTH * WIDTH =
344.0 209.0
AREA OF BOTTOM
LENGTH * WIDTH =
278.0 143.0
71896 (AREA OF TOP)
39754 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
311.0 176.0 218944 (AREA OF MIDSECTION * 4)
CU. FT. _ [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
71896.0 218944.0 39754.0 1-8
Total Designed Volume Available = 606089 CU. FT".

5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * width =
350.0 215.0 75250.0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 75250.0 square feet
Design temporary storage peritriod to b e 180 days.
5A. volume of waste produced
Feces & urine production in gal./day per 135 lb. ALW 1.37
volume = 396900 lbs. ALW/135 lbs. ALW * 1.37 gal/day 180 days
Volume = 725004 gals. or 96925.7 cubic feet
5B. 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
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 = 43895.8 cubic feet

5D. Volume of 25 year - 24 hour storm
Volume = 7.0 inches / 12 inches per foot * DA
Volume = 43895.8 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A.
96926
cubic
feet
5B.
0
cubic
feet
5C.
43896
cubic
feet
5D.
43896
cubic
feet
TOTAL 184717 cubic feet
6. SUMMARY
Temporary storage period____________________>
Rainfall in excess of evaporation=====______>
25 year - 24 hour rainfall__________________>
Freeboard___________________________________>
Side
Inside top length___________________________>
Inside top width____________________________>
Top of dike elevation_______________________>
Bottom of lagoon elevation__________________>
Total required volume_______________________>
Actual design volume________________________>
Seasonal high watertable elevation (SHWT)===>
Stop pumping
Must be > or = to the SHWT elev.====______>
Must be > or = to min. req. treatment el.=>
Required minimum treatment volume=====______>
Volume at stop pumping elevation=====_______>
Start pumping
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. rainfall==>
Volume at start pumping elevation=====______>
Required volume to be pumped________________>
Actual volume planned to be pumped=====_____>
7, RECALCULATED BY: a9 .,A L, — r-C-VK-
DATE: 71!$/O 'S
180 days
7.0 inches
7.0 inches
1.0 feet
3.0 : 1
350.0 feet
215.0 feet
50.0 feet
38.0 feet
581617 cu. ft.
606089 cu. ft.
42.0 feet
45.9 feet
42.0 feet
44.0 feet
396900 cu. ft.
398797 cu. ft.
48.3 feet
562193 cu. ft.
556571 cu. ft.
140822 cu. ft.
157774 cu. ft.
*
*
*

SHEET 1 OF 2
OPERATION AND MAINTENANCE PLAN
------------------------------
This lagoon is designed for waste- treatment (permanent storage) and
190 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 hater added to the system.
The designed temporary ::tor -age consists of 180 days storage for:
(.1) waste from animals and (2) excess rainfall after evaporation. Also
included is storage for the 25 year - ..2' 4 hour storm for the location.
The volume of waste gene -rated from a given number of animals will be
fairly constant throughout the year and from year to year, but excess
rainfall will very from year to year. The ^b 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) s If the outlet pipe is not installed at the elevation to
begirt pumping, a permanent marker must be installed at this elevation
to indicate when pumping should begin. An elevation. must by 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,' crap; 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, nuns, and traveling gun irrigation. Care should be
taken sut•?en 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 J /2 its capacity to prevent excessive odors during
start-up. Pre _ =h=irg i !ir reduces the concentration of the a initial
waste entering the lagoon thereby reducing odors. Solids should tll ld be
covered with effluent at all. times. When precharging is cr?mplete,
flush buildings with recycled lagoon liquid. Fresh water- should not
be used for flushing after initial filling.
2. The attached wa=tr_.. utilization plan shall be followed. This
plan recommends sampling and testing of waste (=ref' attachment)
before land application.
3. Begin temporary storage j:2l.mp--gut of the lagoon when fluid 1_el
reaches the __ elevation 46.3 i:^s _1 marked by permanenti marker. Stop pump -
out
when the fluid level reaches elevation"Y•'t_1 . This temlporar,
storage, less "'•'= yr•- 24 hr =torfitr cC..ntaii1_, 140194 cubic _feet or
10486545 gallons.

SHEET 2 OF 2
4 n The recommended maximum amount to apply per irrigation on 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 n :peep 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
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 Mates} 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
------------------------------
This lagoon is designed for waste treatment (permanent storage) and
180 days of temporary storage. The time required for the planned
fluid level (permanent and temporary storage) to be reached may vary
due to site conditions, weather, flushing operations, and the amount
of fresh water added to the system.
The designed temporary storage consists of 180 days storage for:
(1) waste from animals and (2) excess rainfall after evaporation. Also
included is storage for the 25 yr - 24 hr storm for the location and a
heavy rain factor. The volume of waste generated from a given number
of animals will be fairly constant throughout the year and from year to
year, but excess rainfall will vary from year to year. The heavy rain
factor and 25 yr rainfall will not be a factor to consider in an annual
pumping cycle, but this storage volume must always be available.
The waste produced by the animals shall be utilized in accordance with
an approved waste utilization plan. Highly visible markers shall be
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
reaches the elevation 48.30 as marked by permanent marker. Stop pump -
out when the fluid level reaches elevation 45.90 . This temporary
storage less 25 yr and heavy rain contains 157,774 cubic feet or
1,180,147 gallons.

SHEET 2 OF 2
4. The recommended maximum amount to apply per irrigation and
recommended maximum application rate is shown in the waste utilization
plan. Refer to the waste utilization plan for further details.
5. Keep vegetation on the embankment and areas adjacent to the
lagoon mowed annually. vegetation should be fertilized as needed
to maintain a vigorous stand.
6. Repair any eroded areas or areas damaged by rodents and
establish in vegetation.
7. Repair areas of the embankment that settle below the design settled
height or areas where cracking, sloughing, or "jug" holes develop.
8. Repair waste inlet pipes that develop cracks or separate at the
joints.
9. Remove undesirable vegetative growth and floating or lodged debris.
10. All surface runoff is to be diverted from the lagoon to stable
outlets when not included as part of the design temporary storage.
11. After five years the waste treatment lagoon shall be checked for
sludge accumulation annually. I£ 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.