240013_Permit Renewal Application 2019_20190410

State of North Carolina RUG[
Department of Environmental Quality
Division of Water Resources MAR 2 8 2019
Animal Waste Management Systems
Request for Certification of Coverage _;('{f�lcpaktr
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: 24-0013 Certificate Of Coverage Number: AWS240013
2. Facility Name: Seawri-ht Farms.Inc.
3. Landowner's Name(same as on the Waste Management Plan): Ga,e D Crowther
4. Landowners Mailing Address: 1200 Bi, Ave Rd
City: Tabor Cio State: NC Zip: 28463-1200
Telephone Number: 910-653 T63M. E-mail: seawriehtfarms1a:iu09kwn 2[
5. Facility's Physical Address: 1200 Bib Ave
City: Tabor City State: NC Zip: 28463
6. County where Facility is located: Columbus
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"): Mumh%-Brown LLC qs
10. Operator Name(OIC): Gaye D.Crowther Phone No.: 910-653-49," OIC#: 16446
'I Q.11. Lessee's Name(if there is not a Lessee,write'None"): �^/
12. Indicate animal operation type and number:
Current Permit: Operations Type Allowable Count
Swine-Wean to Feeder 400
Swine-Feeder to Finish 1,000
Swine-Farrow to Wean 3,500
Operation Tvnes:
Swine Cattle Dry Poultry Other Types
Wean to Finish Dairy Calf Non Laying Chickens Horses-Horses
Wean to Feeder Dairy Heifer Laying Chickens Horses-Other
Farrow to Finish Milk Cow Pullets Sheep-Sheep
Feeder to Finish Dry Cow Turkeys Sheep-Other
Farrow to Wean Beef Stocker Calf Turkey Pullet
Farrow to Feeder Beef Feeder
Boar/Stud Beef Broad Cow Wet Poultr%
Gilts Other Non Laying Pullet
Other Layers

13. Waste Treatment and Storage Lagoons (Verify the following information is accurate and complete. Make all necessary
corrections and provide missing data.)
Estimated Liner Type Estimated Design Freeboard
Structure Date (Clay,Synthetic, Capacity Surface Area "RedhrW"
Name Built Unknown) (Cubic Feet) (Square Feet) (Inches)
19.70
Mail one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed application
as required by NC General Statutes 143-215.1OC(d)to the address below.
The CAWMP must include the following components:
1. The most recent Waste Utilization Plan(WUP),signed b% the owner and a certified technical specialist,containing:
a. The method by which waste is applied to the disposal fields(e.g.irrigation,injection,etc.)
. b. A map of every field used for land application(for example:irrigation map)
c. The soil series present on every land application field
d. The crops grown on every land application field
• e. The Realistic Yield Expectation(RYE)for every crop shown in the WUP
f. The maximum PAN to be applied to every land application field
g. The waste application windows for every crop utilized in the WUP
h. The required NRCS Standard specifications
2. A site map/schematic
3. Emergency Action Plan
4. Insect Control Checklist with chosen best management practices noted
5. Odor Control Checklist with chosen best management practices noted
6. Mortality Control Checklist with selected method noted-Use the enclosed updated Mortality Control Checklist
7. Lagoon/storage pond capacity documentation (design, calculations, etc.) Please be sure the above table is accurate and
complete. Also provide any site evaluations, wetland determinations, or hazard classifications that may be applicable to
your facility.
8. Operation and Maintenance Plan
If your CAWMP includes any components not shown on this list, please include the additional components with your submittal.
(e.g.composting,digesters,waste transfers,etc.)
As a second option to mailing paper copies of the application package, you can scan and email one signed copy of the
application and all the CAWMP items above to: [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 $10,600 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):
/� k f a- Atli /
Name: Ga t-!/�� ��0w�
Signature: Date:
Name: Title:
Signature: Date:
Name: Title:
Signature: Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh,North Carolina 27699-1636
Telephone number:[phone]
E-mail:[e-mail]
FORM: RENEWAL-STATE GENERAL 02/2019

�r�q
ROY COOPER
Governor 4
MICHAEL S.REEGAN -
3ecretory
LINDA CULPEPPER NORTR CAROLINA.
O,recror Environmental Quality
February 27,2019
Gaye D Crowther
Seawright Farms,Inc.
1200 Big Ave Rd
Tabor City,NC 28463-1200
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 d ;j nc.gov/about/divisions/water-resources/water-.ouality-regional-operations/afo or by writing or calling:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh,North Carolina 27699-1636
Telephone number:[phone]
In order to assure N our continued coverage under the State Non-Discharge General Permits,4 ou must submit an a0plication for
permit coverage to the Division. Enclosed you will find a "Request for Certificate of Coverage Facility Currently Covered by an
Expiring State Non-Discharge General Permit." The application form must be completed. signed, and returned by April 3,2019.
Please note that you must include one (1) copy of the Certified Animal Waste Management Plan tCAWMPI with the
completed and si ned anplication form. A list of items included in the CAWMP can be found on pgae 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): Wilmington Regional Office,Water Quality Regional Operations Section
Columbus County Soil and Water Conservation District
AFOG Section Central Files-AWS240013
Murphy-Brown LLC
North Corot na DeFarirnent of Earvraernerata Qua] y � D:vs'.ors of V;'ater kesa+Wr�zs
M2 N.Sasbuy St.11e3S Ma';Servose Center I FWe*,North Cwolfna 27695i1836
919.707 90D

PRODUCER: Gaye Crowther
LOCATION: 1200 Big Avenue Rd.
Tabor City, NC 28463
TELEPHONE: [phone]
TYPE OPERATION: Farrow-wean
NUMBER OF ANIMALS: 3500 sows
(Design Capacity) 1000 finishing
400 nursery
The waste from your animal facility must be land applied at a specified rate to prevent pollution
of surface and/or groundwater. The plant nutrients in the animal waste should be used to
reduce the amount of commercial fertilizer required for the crops in the fields where the waste is
to be applied. This waste utilization plan uses nitrogen as the limiting nutrient. Waste should be
analyzed before each application cycle. Annual soil tests are strongly encouraged so that all
plant nutrients can be balanced for realistic yields of the crop to be grown.
Several factors are important in implementing your waste utilization plan in order to maximize
the fertilizer value of the waste and to ensure that it is applied in an environmentally safe
manner. Always apply waste based on the needs of the crop to be grown and the nutrient
content of the waste. Do not apply more nitrogen than the crop can utilize. Soil types are
important as they have different infiltration rates, leaching potentials, cation exchange
capacities, and available water holding capacities. Normally waste shall not be applied to land
eroding at greater than 5 tons per acre per year. With special precautions, waste may be
applied to land eroding at up to 10 tons per year. Do not apply waste on saturated soils, when it
is raining, or when the surface is frozen. Either of these conditions may result in runoff to
surface waters which is not allowed under DEM regulations. Wind conditions should also be
considered to avoid drift and downwind odor problems. To maximize the value of nutrients for
crop production and to reduce the potential for pollution, the waste should be applied to a
growing crop or applied to bare ground not more than 30 days prior to planting. Injecting the
waste or disking will conserve nutrients and reduce odor problems.
The estimated acres needed to apply the animal waste is based on typical nutrient content for
this type of facility. Acreage requirements should be based on the waste analysis report from
your waste management facility. Attached you will find information on proper sampling
techniques, preparation,and transfer of waste samples to the lab for analysis.
This waste utilization plan, if carried out, meets the requirements for compliance with 15A.NCAC
2H.0217 adopted by the Environmental Management Commission.
Page 1 MAR 2 8 2019
'R•n^,r ounlist,
F+.!ai0nal or+ar inr.'s inn,

Amount of Waste Produced Per Year(gallons, it, tons, etc.1
3500 animals X 6_1 (tons)waste/animal/year= 21,350.0 (tons)waste/year.
Amount of Plant Available Nitrogen(PAN) Produced Per Year
4900 animals X 2.937 lbs. PAN/animal/year= 14,392.0 lbs.PAN/year. (PAN from N.C.
Guide Std.633) *see narrative Tech
Applying the above amount of waste is a big job. You should plan time and have appropriate
equipment to apply the waste in a timely manner
The following acreage will be needed for waste application based on the crop to be grown and
surface application:
Table 1: ACRES OWNED BY PRODUCER
Tract Pull Soil Crop Lbs. N Acres Lbs. N Month of
# No. Type Per Acre Utilized Application
0
0
0
*seep . 10 0
0
0
0
0
0
0
0
0
Total
*This N Is from animal waste only. If nutrients from other sources such as commercial fertilizer are
applied,they must be accounted for. N must be based on reallstic Weld expectation.
NOTE. The applicator Is cautioned that P and K may be over applied while meeting the N
requirements Beginning In 1996 the Coastal Zone Management Act will require farmers In some
eastern counties of North Caroline to have a nutrient management plan that addresses all nutrients.
This plan only addresses Nitrogen.
Page 2

Table2. ACRES WITH AGREEMENT OR LONGTERM LEASE
(Agreement with adjacent landowner must be attached)
(Required only If operator does not own adequate land[see
Required Specification 21)
Tract Field Soil Crop Lbs. N Acres Lbs. N Month of
# No. Type Per Acre* Utilized Application
Total
See footnote for Table 1.
Totals from above Tables
Acres Lbs. N
Utilized
Table 1 99.741 16,033.39
Table 2
Total 99.74 16 033.39
Amount of N Produced 14,392.00 `see narrative
Surplus or Deficit 1,641.39
NOTE: The Waste Utilization Plan must contain provlslons for periodic land application of sludge at
agronomic rates. The sludge will be nutrient rich and will require precautionary measures to prevent over
application of nutrient or other elements.
Page 3

See attached map showing the fields to be used for the utilization of waste water.
Application of Waste by Irrigation
Field Soil Type Crop Application Application
No. Rate InlHr Amount In.
t
Grifton Fescue � 0.4 1
L chbu Fescue 0.5 1
Rains Fescue 0.4 1
Meggett Fescue 0.4 1
17,
THIS TABLE IS NOT NEEDED IF WASTE IS NOT BEING APPLIED BY IRRIGATION,HOWEVER A SIMILAR TABLE
WILL BE NEEDED FOR DRY LITTER OR SLURRY.
Your facility is designed for 180 days of temporary storage and the temporary storage
must be removed on the average of once every § MONTHS. In no instance should the volume
of waste being stored in your structure:exceed Elevation `see la oon desi n.
Call the local Natural Resources Conservation Service (formerly Soil Conservation Service) or
Soil and Water Conservation District office after you receive the waste analysis report for
assistance in determining the amount per acre to apply and the proper application rate prior to
applying the waste.
Narrative of operation:
This plan is based on wetted acres. This plan allows grazing on all fields.
*The PAN production shown in this 21an is based on actual numbers as shown in the irrigation
records for 1998, 1999,and 2000. Based on the pumping records,the most PAN that has been
applied in total by this farm was in 1999,when 14,392 Ibs PAN was
jjplled. For the purposes of this plan,the actual PAN applied in 1999 was used in the PAN
roduced calculation. Grower should continue to monitor fresh water usa a and lagoon analysis
1i to insure that neither goes u drasticall . Verification of the PAN Broduction used are available
at the farm in the form of IRR2 record forms.
-' This NUP revision shows a crop change from Fescue to Millet. All fields can be grazed and
_tom Small Grain is recommended, but optionii.
Millet windows include the 30 day pre plant application period.
Page 4

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

REQUIRED SPECIFICATIONS
(continued)
9 Animal waste shall be applied on actively growing crops in such a manner that the crop is
not covered with waste to a depth that would inhibit growth. The potential for salt damage
from animal waste should also be considered.
10 Waste nutrients shall not be applied in fall or winter for spring planted crops on soils with a
high potential for leaching. Waste nutrient loading rates on these soils should be held to a
minimum and a suitable winter cover crop planted to take up released nutrients. Waste
shall not be applied more than 30 days prior to planting of the crop or forages breaking
dormancy.
11 Any new swine facility sited on or after October 1, 1995 shall comply with the following:
The outer perimeter of the land area onto which waste is applied from a lagoon that is a
component of a swine farm shall be at least 50 feet from any residential property boundary
and from any perennial stream or river (other than an irrigation ditch or canal. Animal
waste other than swine waste from facilities sited on or after October 1, 1995),shall not be
applied closer than 25 feet to perennial waters. (See Standard 393-Filter Strips).
12 Animal waste shall not be applied closer than 100 feet to wells.
13 Animal waste shall not be applied closer than 200 feet of dwellings other than those
owned by the landowner.
14 Waste shall be applied in a manner not to reach other property and public right-of-ways.
15 Animal waste shall not be discharged into surface waters, drainageways, or wetlands by
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 courses 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.
Page 6

REQUIRED SPECIFICATIONS
(continued)
17 If animal production at the facility is to be suspended or terminated, the owner is
responsible for obtaining and implementing a "closure plan" which will eliminate the
possibility of an illegal discharge,pollution and erosion.
18 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.
19 Animal waste can be used in a rotation that includes vegetables and other crops for direct
human consumption. However, if animal waste is used on crops for direct human
consumption it should only be applied pre plant with no further applications animal waste
during the crop season.
20 Highly visible markers shall be installed to mark the top and bottom elevations of the
temporary storage (pumping volume) of all waste treatment lagoons. Pumping shall be
managed to maintain the liquid level between the markers. A marker will be required to
mark the maximum storage volume for waste storage ponds.
21 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 years. Poultry dry waste application records shall be maintained for three (3)
years. Waste application records for all other waste shall be maintained for five(5)years.
22 Dead animals will be disposed of in a manner that meets North Carolina regulations.
i
Page 7

_WASTE UTILIZATION PLAN AGREEMENT
Name of Farm: Seawright Farm
Owner/Manager Agreement
I (we) understand and will follow and implement the specifications and the operation and
maintenance procedures established in the approved animal waste utilization plan for the
farm named above. I (we) know that any expansion to the existing design capacity of the
waste treatment and storage system or construction of new facilities will require a new
certification to be submitted to the Division of Environment Management(DEM) before the
new animals are stocked. I (we) also understand that there must be no discharge of
animal waste from this system to surface waters of the state from a storm event less
severe than the 25-year,24-hour storm. The approved plan will be filed on-site at the farm
office and at the office of the local Soil and Water Conservation District and will be
available for review by DEM upon request.
Name of Facility Owner: Gaye Crowther
(Please print)
Signature:
Date:
Name of Manager(If different from owner):
Signature: Date:
Name of Technical Specialist: (Please print) Toni W. King
Affiliation: Murphy Brown, LLC
Address(Agency): P.O.Box 858
Warsaw NC 28398
Signature: V '
g V, Date:
Page 8

ANIMAL WASTE UTILIZATI N LAGREEMENT
(Needed oNy ff additional land has to be leased,etc.)
l , hereby give
permission to apply animal waste from his Waste Utilization System on _ __acres
of my land for the duration of time shown below.
I understand that this waste contains nitrogen,phosphorous,potasslum,and other
trace elements and when properly applied should not harm my land or crops. I also
understand that the use of waste will reduce my needed for commercial fertilizer.
Adjacent Landowner: __ _ _ _ _ Date:
Waste Producer: _ _ _ _ _ Date:
Technical Representative: _ _ _ _ _ Date: _
SWCD Representative: Date:
Term of Agreement: _ , 19 to ,20
(Minimum of Ten years on Cost Shared items)
(See Required Speoirmation No.2)
Page 9

Table 1: ACRES OWNED BY PRODUCER
Tract Pull Soil Crop Lbs. N Acres Lbs. N Month of
# No. Type Per Acre* Utilized Application
T5064 1 Grifton Millet G] 127.5 3.18 405.45 May- Aug
T5064 2 Grifton Millet G 127.5 3.16 402.9 May- Au
T5064 3 ±Ln
chbur Millet G 176.25 3.16 556.95 May- Aug
T5064 4 chbu Millet G 176.25 3.05 537.5625 May- Aug
T5064 5 L nchbur Millet(G 176.25 5.62 990.525 May- Aug
T5064 6 L nchbu Millet G 17625 5.27 928.8375 May- Aug
T5064 7 Lynchbur_Millet G 176.25 4.09 720.8625 May- Aug
T5064 8 L chbur Millet(G 176.25 4.1fi 733.2 May- Aug
T5064 9 L chbur Millet G} 176.25 5.46 962.325 May- Aug
T50B4 10 Rains Millet(G) 142.5 5.58 795.15 May- Aug
T5064 11 Rains Millet G 142.5 4.76 678.3 May- Au
7 5064 12 Rains Millet(G) 142.5 4.24 604.2 May- Aug
T50$4 13 Meggett
Millet G 112.5 5.67 637.875 May- Au
T5064 14 Me ett Millet G 112.5 4.11 462.375 May- Aug
T5064 15 MeUgett Millet G 112.5 3.00 337.5 May- Aug
T5064 16 Me all Millet(G) 112.5 4.17 469.125 May• Au
T5064 �=I Me ett Millet G 112.5 3.70 416.25 May- Au
T5064 18 L chbur Millet(G 176.25 3.91 689.1375 May- Aug
T5064 19 L nchbur Millet G} 176.25 4.39 773.7375 Ma - Au
T5064 20 L chbur Bermuda G} 206.25 4.53 934.3125 March-Sept
T5064 21 Lynchbur Bermuda G 206.25 2.98 614.625 March-Sept
T5064 22 L nchbur Bermuda G 206.25 5.01 1033.3125 March-Se
pt
W64 23 L nchbu Bermuda G 206.25 3.16 651.75 March-Sept
T5064 24 L chbur Bermuda(G Z06.25 3.38 697.125 "apt
Small T5064 1-19 Small Grain 75 80.7 6051 s t-April
20-24 Small Grain 50 19.1 953 Sept-April
TOTAL 99.74 16,033
Page 10

t Animal Waste N-Management Plan Certification
(Please tvue or arint all information dt:1t does not reuuire a sienatur<)
Fxisti or Ex anded-.. ( lease circle one)
General Information:
;~ame t3i Farm: �� ��i _no� �c-rw-+ ---- Fsri[ityo: �.--
Owner(s) Name: Ly rQL'34k'k_y- Phone Via:Ccil0) (,53- .25 7
vtailine Address: VZOO Pjk e,_Lin s_ 7o r LA,-, CK, 3-
Farm Locctrion: County Farm is located in: Cal btu
Latitude and LanQitudz: t-3 I 3,9 3l Inte_rawr:
Please aaacil a coov of a county road map with location idencitied and describe below(Be specific: road
names, directions, milepost,etc.): 11& tismi s -1b 11n.6Caakj_ :�"n„ \6& oD MX10%r- C)U
S% ml lcr,+=tyre rt of cr<+n�go �.� Eir \5 y An sAb a •... �;��►�l any
T.L.,ti Ir��-ec.00.� 1..,i1�{�,,y tl�l��S2�^�1t�►t.�'ts��dg� �i�� �M �ecins �--lltte� CC�SZ���I
Oneration Descriotion:
T:-pe of Swine No.o>`Animals Type of Foulrr•.• No. of Animals T+•pe of Carle :'u.of Ani„tals
Q",,Vzan to Feeder :1 Layer :3 Dairy
Z'Feeder to Finish fOos7 Ct Pullets D 3t:f
2rarrow to Wean RSQD
Fargo- to Feder
M Farrow to Finish Or er7:vpe of fitiescoek: Ywriberof Animals:
Gilts
Boars
.. .:..-4y:.v:••.:. •:..a::}...•-.rr.. -w..r+.. -..+:::::� ,v- "ix -..::Si: :�fi .:\?•...:n.:
. •. .- .. -. -. .:?r•::.r. -- .
E. C7sC:rp. E'i/?}eratea�s:.Qalp S? .. ..: '•: .r`. .> 1 L,AvC>, 4^}:�¢::?':�::.
Y.•r r. f /+ rX:•�F., rY;i'>-R:.:: �l � >.�i.•S:• i Y \} Yl -} r -Y '.?• :,;:sy:+
h Z}0...'. A +u}•-.aL:+irrnaln.. ..
ire:zorrs•�esr?.•�-�vaan,�;.s:`` '�':-. ::�{il�irianai�Desipr�: •••- ��•v.Y •tAvr., •�•• ••• ,rY�.� ititi
`Canacra `To�L:iz%si�ar.'Gzaen�.
acreage Available for Application: Required kc;eage:
dumber of Lagoons/Storage Pends: Tots! Capacir+: Cubic Fee:(ft-)
.Are subsur_c_ drains present on the farm: I'E or ;i0 (please circle one)
If Y-ES: are subsurface drains present in the area of the L kGOOY SPRAY FIELD lease c•:rc:e one)
Yl at sa!aa�.t is as as a{lit it ai it si xit tt aiaa�rxatat;tl/>l,Jl Mft;t>•}l at>;t ai li at,tkas a{Yl Ta ii at l�xla Rt it a.at>etxlixl+li l!t lit:{I iasa lit ijt aiM aft is
Owner/ Nlanager Agreement
I (we.. verify that all The above information is correct acid will be updated upon changing. I(are) understand the operation
and mainwriance procedures established in the approved animal waste management plan for the farm named above and iiI
in, plenn mi, these procedures. I (we) now that any expansion to the existing design capud(v of the trice treatment and
score,_ ss•stezl or construction of rew facilities will require a new cantiiicadon to be submitted to the Division of
=nvironmencal N-Ianasement before the new aniatals are stocked. I (we) understand that There trust be no discharge of
accuri a.l -asw from the storage or application system to surface waters of the stair either directly through a man-made
conveyance or from a storm eveac less severe than the 2-5-year. =-hour storm and the:: must not be run-off from tale
application of animal waste. I (we) understand that tun-off of pollutants from lounging and heavy use areas trust be
minimiz_d using technical standards developed by the Natural Resources Conservation Service. The approved plan will be
tiled at the farm and at the office of the local Soil and water Conservation District. I (tire) tnow that any modification
must be approved by a technical specialist and submitted to die Soil and Water Conservation District prior w
impiementa Lion. A change in land ownership requires written notification cc DEti•1 or a new certification (if the approved
plan is ehansed) Within 60 days of a title transfer.
Name of Land Owner : �r
Signature: Date•
dame of\,lanager(tt different from owner):
Signature•_ Date:
A«•C -- AugWt 1, 1991 1
M00202041475

Technical Specialist Certification
1. As a technical specialist designated by the Vorth Carolina Sail and water Conservation Commission pursuant to 15
NCAC 6F .0005. 1 certify that the animal waste management system for the farm named abovz has an animal wasLe
management plan that meets or exceeds standards and specifications of the Division of Environntental �%-ianagement
(DE-NI) as specified in 15A NCAC 2H.0217 and the USDA-Natural Resources Conservation Service (&NRCS) and/or the
North Carolina Sod and Water Conservation Commission pursuant to 13A NCAC 2H.0217 and 15A t4CAC 6F .0001-
.0005.The Following elements are included in the plan as applicable. While each category designates a technical specialist
who may sign each certification(SD.Si.WUP.RC. 1), the technical specialist should only certify parts for which they are
technically competent.
11. Certification of Design
A) Collection. Storage. Treatment System
Check r/is ppropriare box
ExLging facility without retmtit (SD or WUP)
Storage volume is adequate for operation capacity; storage capability consistent with waste utilization
rcuuirements.
.:.1 New. exnanded or re.rotitted facility (SD)
Animal waste sturace and treatment structures. such as but not limited to collection systems.lagoons and ponds.
have been desiened to nntet or exceed the minimum standards and specifications.
Name of Technical Specialist(Please Pont):
Af diadon Date Work Completed: -z
Address (AQ �L z� Phone \o.:Z�l'2J 1 I
Siviacure: Date: O 2�t
B) Land Ao lication Site (WUP)
P �bie
aplan provides for m nimum separations(buffers);adequate amount of land For waste utilization;chosen crop is
i for waste mans emenr.hydraulic and nutrient loadin_ rates.
Name of Technical Specialist(Please Print): sue- ar
Aftiliztiorl Vo, �— Date Wore:Completed: L —g�
Address (r- '. 1 c:_2-% aSj( Phone No.: Z�-z1 t 1
C) Runof ` Exterior Lots
Check rite , propriare box
Facility without exterinr los (SD or WUP or RC) M0020204147
This facility does not contain any exterior lots. 6
M Facility with exterior to (RC)
Methods W minimize the run off of pollutants From lounging and heavy use areas have been designed in
accordance with technical standards developed by V-RCS.
Name of Technical Specialist (Please Print): yra,:k,7, `Q- r� -
Attiliadon �—_,C_ Date Work Completed:._�C '
Address (Aden L ZON Phone No.: —Zt tt
Si�,nsa:re: Date:
A«"C -- Au use 1, 1997

' D). Application and Handling* Eauinment
Check the cropropriafe box
• �FriStin-nr expandin;facility witt�esisting?w1Stz np�licati�n eaainment (�VLrP or 1)
aniatat waste application equipment spC�ititd in the plan has been either field calibrated or evaluated in
accordance with existing design charts and tables and is able to apply waste as necessary to accommodate the
waste management plan:(existing application equipment can cover the area required by the plan at races not to
exceed either the specMed hydraulic or nutrient loading races. a schedule for Liming of applications has been
established: required buffers can be maintained and calibration and adjustment guidance are contained as part of
the plan).
n New exnanded or existing facility without existing waste aonlicacion equipment for ci+rty irrigation. (1)
Animal waste application equipment specified in the plan has been designed to apply haste as necessary to
accommodate the waste management plan. (proposed application equipment can cover the area required by the
plan at rates noc to exceed either the specified hydraulic or nutrient loading rates a schedule for timing of
applications has been established: required buffers can be maiwained: catibradon and adjusanenc guidance are
contained as part of the plan).
,J `ew, exonnded. or existing facility without pristine waste aooligition evuirnieng For land snresd'ng ngr using
.i+rtv irrigation. (WUP or 1)
Animal waste application equipment specified in the plan has been selected co apply waste as necessary to
accommodate the waste management plan: (proposed application equipment can cover the arcs required by the
plan at races not to exceed either the specified hydraulic or nutrient loading rates: a schedule for timing of
applications has been established: required buffers can be maintained: calibmu'un and adjustment guidance are
contained as pan of the plan).
Name of Technical Specialist(Please Print): e-
Affiliation Date Wonk Comckled: 1t-
Address (Aeen^ Phone:No.:?Qi-z 1 t t
Signature-- Date:
E) Odor ontrol. Inge t Control. EMortality Management and EmergTencv action Plan(SD.
. V4 tP. RC ck D
he waste manage ent plan for this facility includes a Waste Managernenc Odor Control Cheellist. an Insect
Control ChecUisc. Mortality Management Checklist and an Emergency Action Plan. Sources of both odors and
insects have been evaluated with respect to this site and Best 72VIanastdment Pretties co tiilnimize Odors and Best
Management Practices to Control Insects bave been selected and included in the waste management plan. Bath the
`torcLcy Management Plan and the Emergency action Plan are complete and can be implemented by this facility.
Name: of Technical Specialist(Please Print):
tll'tlliuion v-�,r,-..1 � Dace `Vora Camplewd: 1� --z3-S
Address (Agent Phoni: o.:� ,—�
S t.iL-nai:ur.-:
F) WHtt Notice of tirew or Expanding Svvdne Farm
The folio 'n5 signature blocs:is my to be used for new or expanding swine farms that begin corutructfon after Tune
31, 199 If the facility was bui before June 21, 1996, when was it constructed or Wt
expa ed
I (w cendfy chat I(we)have attempted to contact by certified mail all adjoining property owners and all property owners
who ov6aa property located across a public road,street.or highway from this new or expanding swine farm. The notice:was
in compliance with the requirements of vCGS 106-305. A copy of the notice and a list of the property owners notified is
atcaciirc!_
Name of Land Owner:
Signature: Date:
Name of viana;er (if different from owner):
Signature: Date:
%VC ku-wc 1, 1997 3 1400202041477

III. Certification of Installatioiz
A) Collection. Storagge. Treatment Installation
iiew. expanded or retrofitted facility (SO
Animal waste storage and treatment structures. such as but noc limited to lagoons and ponds.have been installed
in accordance%ith the approved plan to meet or exceed the minimum standards and specifications.
For existing facilities without retrofits, no certification is necessary.
Name of Technical Specialist(Please Print):
Affilia.don Dace Work Completed:
Address (Agency): Phone`o.:
Sisnacure: Data:
B) Land_-kflnlication Site (WUP)
Chen'. tire a-t-opriare box
Tne cropping system is in place on all land as specified in the animal waste management plan.
! Conditional Approval: all required Iand as specified in the plan is cleared for planting:the cropping system
as specified in the waste utilization plan has not been established and the owner has committed to establish the
vegetation as specified in the plan by (motit:hldayiyea d; the proposed cover crop is
appropriate for compliance with the wastetuilizadon plan.
Z Also check- this box if appropriate
if the trooping system as specifiedd in the plan can not be established on newly cleared land within 30 days
of this certification. the owner has committed to establish an interim crap for erosion control;
Name of Technical Specialist(Please Print): -e { t
Afrili�[iOn h. �►- 1 Date Wor Completed:.��Z3-2�
Address (Aden P;1one`o.: Z —tit
S ignature: ate:
This fo to in*si;natur block is onE_v to be used where the box for conditional approval in III.B
above h been checked
I (eve) ce:ticy that I(we)hay committed to esmblish the cropping systzrn as speckled in my tour)oasts utilization plan.
and if appropriate to establish the interim crop for erosion cotltrol. and will submit to DELI a verification of completion
from a Technical Specialist within l;calendar days following, the elate specified in the conditional certification. I(we)
reWize that failure to submit this verification is a violation of the waste management plan and will subject me(us)to an
enforcement action from DEM.
`acne of Land Owner:
Signature: Date:
.Name of Manager(if different from owner):
Signature- _ Date:
M00202041478
AWC — august 1, 1997 4

• C) Runofr Controls From Exterior Lots (RC)
Facility Erich exterior lots
• 'l%:t1ivds to minintize die run off of pollutants front lounging and heavy use irons have boea installed as specified
in the plan.
For facilities Without exterior lots, no certification is necessary.
Name of Technical Specialist(Please Print):
Affiliation Date Work Completed:
Address (Agency): Phone No.:
Signature: Dace:
D) .aoolication and Handling Equipment Installation (WUIF or I)
Check lire ao roprrare block
animal waste application and handling equipment specified in the plan is on site and ready for use:
calibration and adiusanenc materials have been provided to the owners and are contained as part of the plan.
_! Animal waste application and handling equipmenc specified in the plan lai not been installed but the owner
has proposed leasing or third party application and has provided a signed contract:tquipaient specified in
the contract agrees with the requirements of the plan: required buffers can be maintained: calibration and
adjustment guidanc:have been provided to the owners and are contained as part of the plat.
r: Conditional approval: Animal waste application and handling equipment specified in the plea has
been purchased and willbe on site and installed by (montb/d
' ay/year): there is adequate
storage to hold the waste until the equipment is installed and until the waste can be Iand applied in
accordance with the cropping system contained in the plan: and calibration and ztljusmienc guidance have
been provided to the owners and are contained as part or the plan.
Name of Technical Specialist Please Pri
.A fsliacio Date Work Completed:
Address (Ase Phone_No.:Zk'l L t
Signature- Date: a
The follo 'n;signatu a block is only to be used when the box for conditional approval in III D
above h been check d.
I (we) c ;-`jy that I (we have committed to purchase the animal waste application and handling equipment as
5pec'ifi .� in my (our) wire management plan and will submit to DELI a verification of delivery and installation
frorn a Technical-5pecialist within U calendar days following the date specified in the conditional certification. I
(we) realize that failure co submit this verification is a violation of the waste management plan and will subject me
(us) to an enforcement action dom DEN-I.
Name of Land Owner:
Signature: Date:
dame of Manager(if different from owner):
Signature: Date:
E) Odor Control. Insect Control and Mortality manage rn mt (SD. SI. NTYTT.RC or I)
Nietheds to control odors and insects as specified in the Plan have been installed and are operational. Tae
tnortaliry management:system as specified in the Plan has also been installed and is operational.
Name of Technical Specialist(Please P ' t): Ya.,S t �e
Aftiliardon Date Work Completed: Ib -Z.
Address (Age Phone No.: 2-'Rq-7-1 t
Si�zn:ature: Date: 2 3
k%Vc -- .a .gust 1, 1997 M00202041479

Please return the completed form to the Division of Water Quality at the follo%sing address:
Department of Environment, Health, and Natural Resources
Division Of Water Quality
Water Quality Section, Compliance Group
P.O.Box 29535
Raleigh, NC 27626.0535
Please also remember to submit a copy of this form along with the complete Animal Waste
ylana-ement Plan to the Iocal Soil and Water Conservation District Office and to keep a copy
in your files with your Animal Waste ZManaaement Plan.
M00202041480
AIWC -- August 1. 1997

3perator:Crowther County: Columbus Date: 11 06 92
Distance to nearest residence (other than owner) : 4000.0 feet
1. STEADY STATE LIVE WEIGHT
0 sows (farrow to finish) x 1417 lbs. = 0 lbs
0 sows (farrow to feeder) x 522 lbs. = 0 lbs
0 head (finishing only) x 135 lbs. = 0 lbs
3600 sows (farrow to wean) x 433 lbs. = 1558800 lbs
0 head (wean to feeder) x 30 lbs. = 0 lbs
TOTAL STEADY STATE LIVE WEIGHT (SSLW) _ 1558800 lbs
2 . MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 1558800 lbs. SSLW x Treatment Volume(CF)/lb. SSLW
Treatment Volume(CF)/lb. SSLW= 1 CF/lb. SSLW
Volume = 1558800 cubic feet
3. - STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feet
Not Calculated at the owner's request. Owner will be responsible for removal.
4. TOTAL DESIGN VOLUME
Inside top length 500. 0 feet Inside top width 560.0 feet
Top of dike at elevation 53.8 feet
Freeboard 1.0 feet ; Side slopes 2.5 : 1 (Inside lagoon)
Total design lagoon liquid level at elevation 52.8 feet
Bottom of lagoon elevation 43.6 feet
Seasonal high water table elevation 49.8 feet
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
2.5 . 2 .5 2.5 2.5 495.0 555.0 9.2
AREA OF TOP
LENGTH * WIDTH =
495.0 555.0 274725.0 (AREA OF TOP)
AREA OF -BOTTOM
LENGTH * WIDTH =
449.0 509. 0 228541.0 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
472.0 532. 0 *********(AREA OF MIDSECTION * 4)
CU. FT. _ [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
274725.0 ********* 228541.0 1.F
• VOLUME OF LAGOON AT TOTAL DESIGN LIQUID LEVEL = 2311779 CU. FT.

r
�. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
500.0 560.0 280000.0 square feet
Buildings (roof and lot water)
Length * Width =
0.0 0.0 0.0 square feet
TOTAL DA 280000.0 square feet
Design temporary storage period to be 180 days.
5A. Volume of waste produced
Approximate daily production of manure in CF/LB SSLW 0.00136
Volume = 1558800 Lbs. SSLW * CF of Waste/Lb./Day * 180 days
at
Volume = 380668 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
5Q. 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 = 163333. 3 cubic feet

.5D. Volume of 25 year - 24 hour storm
Volume = 7.7 inches / 12 inches per foot * DA
Volume = 179666.7 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 380668 cubic feet
5B. 0 cubic feet
5C. 163333 cubic feet
5D. 179667' cubic feet
TOTAL 723668 cubic feet
6. SUMMARY
Total required volume 2282468 cubic feet
. Total design volume avail. 2311779 cubic feet
Min. req. treatment volume plus sludge accumulation 1558800 cubic f
At elev. 50.0 feet ; Volume is 1562946 cubic feet (end pumping)
Total design volume less 25yr-24hr storm is 2132112 cubic feet
At elev. 52.1 feet ; Volume is 2120755 cubic feet (start pumping
Seasonal high water table elevation . 49.8 feet
7': DESIGNED BY:- APPROVED BY:
DATE: DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN

r r Total Volumes
Grid cell size: 17.94 by 17.83
Original_drawing_scale: 100_oo_ft/in_____
Project: Seawright -
Drawing: Pad and Lagoon
Number:
Location: Columbus County, NC
Bid Date:
Engineer: Michael J. Blank
Owner: Gay Crowther -
Estimator:
Prepared by: Murphy Farms using SITEWORK BASIC
Date: 11/06/92 Time: 09:39:59
Final surface: Proposed
Initial surface: Existing
Tight Volumes Expansion Expanded Volumes
Cut - 79047.02 0.00 79047.02
Fill 60368.32 25.00 75460.40
Difference lZ678.70 Net Export 3586.63
All volumes are in cubic yards.

Typical View of a One=-stage Lagoon System
End Pad Elevation:__&—Q---
High �
Low End Pad Elevation.----
Topa .63
width:______— �
Confinement Settled Top Elevation:__--I—
Building
Fluid Elevation:_
Pit
Treatment Lagoon
pipe (Needs to be De the
adequately supported) p --
Bottom Elevation:__—____—
,
Inside Side Slopes:_.S:.L—
z �
Outside Side Slopes: 3 _____

,fo x49.r0 r 49,o'r *�d.7-f. lfA y49.0/ ,,4B.9S X49,/B . 9q.g6 x49.4o , y�9.2o
���=;'(,one•�.. i� ,,.`:�..•�x��a,-N��,�• ooa� `• •�• • .
91 48G1 4.2�_.. 13 49./11 $9.aq
300 ' 3 90
341
.06 46:79 4�199 9X•79 49.43 �►� 4- .7; 40. . 2 �` �q'l.00 x 4?•06 „ 49.09 f9.21
6¢ gR 6 9.arJ �f :74 ��ysy: 2 :'. _. . �B.91 ry fi87 ¢ .07YL
- �.ar •. .
lop 14
•f,q72 ,,48•�8. -t .on ?��'. ^� x 48.l1 -l.�'.: _._,...,;.¢B.•87 �. f-�.D?
« I 5�
G�
„a, y9-B 97 • x�A.7/ X ... ,r.?8.7•!' � -! .7•'. 67 48.61? x9.8.93
.64 x*J.95 w¢8..rr 9�'�.f• L.�: � 4 9./! 4 .d"6 �`a' :'/ �4f.rG ,�4 B,6� �,�18.6 9�.o% �
• -�.' 4t•8.0
�,38' ,��8•Bo• r4F.4B :48.9� ,, ��'•8s 1 .37 � �'� �f�•da� "'x4Q•¢7 xt8•?-Z xg:9.7b 4R.B.r
,, •�' -- `. ,• •. �—_Y_�_..._...-.._._..:r.-ter...._. � � ��__...._Y._.M___---.............__—•--•---- Si
At IL 4 Rai:f1.

Orientation: 40.0 - Z Magnification: 52.1 Inclination: 25:0
60.0
\1
�
55.0 i,d' I. 1ti ,14� ;kl�� 1��t� , '�
50.0
45.0
40.0
3D Mesh Surface
Lower Right
313 Mesh Surface
Proposed
Protect: Seawright,
Drawing: Pad and Lagoon
Number:
Location: Columbus County, NC
Bid Date:
Engineer: Michael J. Blank
Owner: Gay Crowther
Estimator:
Prepared by: Murphy Farms using SITEWORK BASIC
Date: 11/06/92 -Time: 10:37:15

Daylight Perimetgr 51.86
51.72 .51
.59
51.60 .47
52.04,:.,::::.•. .67
ii . . ...mwHevnvw .
52.3 i i = :xij 3.56�..................................' ' . : is 45
/51.,
89 E` ' f ; !' s� .18
88
n _ i i�
95 ;; r 51.28
51.10
{. i 4 �:e� ! liii: : i 51.35
........................._..'' { r' !
. .80 { 50.89
,.r,.. � ;
51.43 •'; '•,..•?f• ..t= 51.41
•;� 51.14
51.48 jf• 51.29
••y 1 1 1
51.12 _ ':�52 00 51.01
50.77 ii f ' •� i 51.35
_�• j}. � E 50.61
50s96 '� 51.25
514'�7 "', 51.13
311: �,r •f t 50.64
`51..49 50.52
.MO.41
Report: Plan View Cross-section Locations
Project: Seawright
Drawing: Pad and Lagoon
Surface: Proposed
Prepared by: Murphy Farms using SITEWORK BASIC
Date: 11/06/92 Time: 10:29:42
Scale: 350 Win

Cross-Section Plots
Digitized Points
Horiz. scale: 130 Win Vert. scale: 4 Win
Project: Seawright
Drawing: Pad and Lagoon
Number:
Location: Columbus County, NC
Bid Date:
Engineer: Michael J. Blank
Owner: Gay Crowther
Estimator:
Prepared by: Murphy Farms using SITEWORK BASIC
Date: 11/08/92 Time: 10:30:17
A - A'
61.8
59.8 ................................ ...................................................................................................................................................................................................................................................................................................................._............
57.8 ....................... ..................................... ...........................................................................................................................................................................................................................................................................................
55.8 .......................................................................................................... ......
.......
P osed
53.8 .................... ...................................................................................................................... ............. ........................................................................................................................................... ......................
51.8 ....-.............................................................................................................-.......'..-..-..-......... -..-..-.............-. ..�....,._._ - —.-..r.. .___ _____ _..�._— ....
49.8 ................................................................................................................................................................................... ........................................................ ............................................................................... ....................................
Existing
47.8 .................................................................................................................................................................................. ...................................................................................................................................... ................................
. . ,
45.0 ....................................................................................................................................................................................... ................................................................................................................................... ......................................
43.8 .................................................................................................................................................................................... ..................................
1208.3
41.8 1235.0

Daylight Perimeter 51.86
51.72 .51
.59
51.60 .47
52,04 .67
�N=�_•nansos:: wrwwwssn;5�
52.34` F} ! �;j" rrr:'r.' . _::.�:..: 45
51.89 .18
t
_• � E �i i= j � �kl
! !
51.88 .
�.:
51.95 !i i j` 51.26
I I = ....
51.10
51.35
51.3]1 t3't!! i . ......... � i :
.
WrIGf9l:210% �•130
51 k.14 l .80 50.89
51.43 .�i '.......li .% 51.41
f,"�• ."51.59 t •'' ;. "�•. € 51.14
51.48 51.29
51.12`~y t' .':i 52:00 51.01
i• •�t F
50.77 (51.35
50.61
50�96 's 51.25
SL:'371 `............ t 51.13
'01:5@ ' E, 5 50.84
6I•.49 `�t r' 50.52
M. .MO.41
Report: Plan View Cross-section Locations
Project: Seawright
Drawing: Pad and Lagoon
Surface: Proposed
Prepared by: Murphy Farms using SITEWORK BASIC
Date: 11/06/92 Time: 10:31:44
e 350 700 Scale: 350 Win

Cross-Section Plots
Digitized Points
Horiz. scale: 70 ft/in Vert. scale: 3 Win
Project: Seawright .,.
Drawing: Pad and Lagoon
Number:
Location: Columbus County, NC
Bid Date:
Engineer: Michael 7. Blank
Owner: Gay Crowther
Estimator:
Prepared by: Murphy Farms using SITEWORK BASIC
Date: 11/08/92 Time: 10:32:19
A - A'
58.2
54.7 ..............................................................................................................................................................................................................................................................................................................................................................
53.2 .................. ................................................................................................................................................................................................................................................................................................. ..........
51.7 .. .. .. ... .. ...-.-:.. ......-:......".....'"..'..........................-...-..-........-...-..-....-..-:.....-...-.- -.......-..-:.n.�..._-• ---___ti,._ _ _..�......r,.r..
Proposed
50.2 ........................................................................................................................... ............................................................................................................. .................................................................................................................
48,7 ............................. .................................................................................... ............................................................................................................. ........................................................................... ............................
47.2 ................................... .............................................................................................................................................................................................................................................................................................................................
Existing
45.7 ................................ .................................................................................. .......................... .............................................................I.`........................................................................................... ...............................
44,2 ...................................... ..................................................................................... ............................................................................................................................................................................... ... ................................
655.6
41.2 665.0 .

L
SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
-------------------------------------------------
Clearing: '
All trees and brush shall be removed from the construction area
before any excavating or fill is started. Stumps will be removed
within the area of the foundation of the embankment and fill areas
and all excavated areas. All stumps and roots exceeding one (1)
inch in diameter shall be removed to a minimum depth of one (1)
foot. Satisfactory disposition will be made of all debris. The
foundation area shall be loosened thoroughly before placement of
embankment material.
Cut-off Trench:
---------------
A cut-off trench (when specified) shall be installed as shown in
the plans.
Construction:
-------------
Construction of excavated and earthfill areas shall be performed to
the neat lines and grades as planned. Deviations from this will
require prior approval of the SCS. Earthfill shall not be placed
in standing water and reasonable compaction of the fills shall be
performed by the construction equipment or sheeps-foot roller during
placement. The embankment of the lagoon shall be installed using
the more impervious materials. Construction of fill heights shall
include ten (10) percent for settlement. To protect against seepage,
when areas of unsuitable material are encountered, they will need to
be excavated a minimum of one (1) foot below grade and backfilled and
compacted with a suitable material (ie-CL,SC,CH) . Refer to the soils
investigation information in the plans for special considerations.
Precautions should be taken during construction to prevent excessive
erosion and sedimentation.
Vegetation:
All exposed embankment and other bare constructed areas shall be
seeded to the planned type of vegetation as soon as possible after
construction.

i
P.O.Box 856
Murphy- LLc Warsaw,NC 28398
910-293-3434
910-293-7551 Fax
December 16, 2003
Gaye Crowther
Seawright Farm
1200 Big Avenue
Tabor City,NC 28463
Subject: Certification of Dam Maintenance
Dear Gaye:
Thanks for meeting with Craig Craft and I at your farm yesterday. I thought the farm
looked very good especially with the rainfall you have had during the past few weeks.
We looked at the following items at your lagoon:
1. Fill material had been placed on the existing dam. The material was a good clay soil
and appeared to be well compacted.
2. The top of dam was iniform and slightly graded away from the inside top.
3. The top of dam was an average of 15 feet wide with a 6:1 or flatter back slope.
4. Based upon observations and your comments, the dam has been temporarily seeded
with small grain(drilled) and will be permanently seeded and mulched when the
conditions are favorable.
S. A new liquid level marker was installed based upon the lowest elevation on the dam
(included are 2 copies of marker measurements).
6. The existing liquid level was 34.68 inches below the top of dam.
7. The stop pump mark is at 60 inches. This will allow you to pump down to your
original depth but gives you more temporary storage.
I am including some information regarding the sludge survey and information we
gathered from your lagoon. Please give me or Craig Craft a call if you have questions.
Sincerely,
Howard L. Hobson, Senior Technical Specialist
Murphy-Brown, LLC
Cc: Dave Elkin
Kraig Westerbeek
Craig Craft

"ARM NAME: FACILITY NUMBER 24�c
LAGOON/HOLDING POND ELEVATIONS ACCORDING TO DESIGN SPECS.
Structure ID:
Top of dike elevation elev. feet
Top of temporary elev. feet
Top of permanent elev. feet
Bottom elevation feet
Temporary storage days
Your structure's structural freeboard plus storm storage or red zone = 2&D inches*
Your structure is designed to be pumped no lower than the stop pump mark =inches*
*These critical elevations are read from the top of the marker assuming top of marker is set at"0"and is equal to
top of dike elevation. See comment section for any noted variance.
Structure ID:
Top of dike elevation elev. 53.8 feet
Top of temporary elev. S2,/ feet
Top of permanent elev. _-0 feet
Bottom elevation feet
Temporary storage days
Your structure's structural freeboard plus storm storage or red zone = _20 inches* tv
q(
Your structure is designed to be pumped no lower than the stop pump mark = inches*
*These critical elevations are read from the top of the marker assuming top of marker is set at" and is equal to
top of dike elevation. See comment section for any noted variance.
Comments:
Compiled by —/1 , ,,, _ _ Date
*Information based on available design information and is provided to promote better management of waste system.
t ,
D—ivis­k-on'­o Soil & water Conservation

Permii Number. �'✓S �/D D l Farm Name: S�C.W�► kt ri�,Y s
- f .1. � .
Owner.Operator in Responsible Charge: Number of lagoons at facility;
I C�awf i►an�-
Certificate Number: A
If there is more than one lagoon at this facility,please describe in.words or by drawing,which lagoon is identified t
lagoon number 1, lagoon number 2 etc.and note asterik*)-which la oonL if any,have desi ed illwa .
Lowest Point on Dam
6 Inches
12 Inches
Compliance Level 18 Inches
24 Inches
30.Inches
36 Inches
'42 Inches
48 Inches
---� 54Inches
Stop Pump Level 60 Inches
r ••
1
e

f General Facility Information
Certified Permitted
Farm Name
Columbus
Seawright
Owner Phone Number
Gaye ICrowther 653-3359
Manager Lessee
Address Region
1200 Big Avenue Road 0 ARO O MRO O WARO O WSRO
Tabor City NC 128463 O FRO O RRO Q WIRO 8
Location
Take 905 south to Pireway, turn right.on to SR 1101, 0.7 miles south of Pireway . Farm is at the end of
road., -
Certified Operator in Charge ICrowther
Backup Certified Operator
Comments
Inactive Qpe�ration �Lagoon:Closed Date inactivated or closed
Type of Operation
®Swine ❑Poultry ❑Cattle ❑Sheep ❑Horses ❑Goats ❑None
Design Capacity
®'Wean to Feeder 12000 ❑Layer Dairy
fz
®Feeder to Nuish }�z<>E; S Z F 135,Oa0=: ► on- ayer I an- alr�
® Fatwim to Wean < ; t .>:.< >..:...
1,51"5,500"
C]Purrow to Feeder r
OFarrow to Finish rs
>{$ Total 4,900 Swine
QBd&r-Stud
" � w SSLW 1,662,500 Wean to Feeder
".»..F's >5# f' Feeder to Finish
Farrow to Wean
UIL
Number of-Lagoons/Holding Ponds.E:� Lagoon Total Capcity ft' 2,595,954
® Subsurface Drains Present ❑Lagoon Arf ®Spray Field Ar
[3.No-Liquid-Waste Management System

System Calibration
Information presented in manufacturer's charts are based on average operation
conditions with relatively new equipment. Discharge rates and application rates change
over time as equipment gets older and components wear. In particular, pump wear tends
to reduce operating pressure and flow. With continued use, nozzle wear results in an
increase in the nozzle opening which will increase the discharge rate while decreasing the
wetted diameter.
You should be aware that operating the system differently than assumed in the design will
alter the application rate, diameter of coverage, and subsequently the application
uniformity. For example, operating the system with excessive pressure results in smaller
droplets, greater potential for drift, and accelerates wear of the sprinkler nozzle. Clogging
of nozzles can result in pressure increase. Plugged intakes or crystallization of mainlines
will reduce operating pressure. Operating below design pressure greatly reduces the
coverage diameter and application uniformity.
For the above reason, you should calibrate your equipment on a regular basis to ensure
proper application rates and uniformity. Calibration at least once every three years is
recommended. Calibration involves collecting and measuring flow at several locations in
the application area. Any number of containers can be used to collect flow and determine
the application rate. Rain gauges work best because they already have a graduated scale
from which to read the application amount without having to perform additional
calculations. However, pans, plastic buckets, jars, or anything with a uniform opening and
cross-section can be used provided the liquid collected can be easily transferred to a
scaled container for measuring.
For stationary sprinklers, collection containers should be located randomly throughout the
application area at several distances from sprinklers. For traveling guns, sprinklers should
be located along a transect perpendicular to the direction of pull. Set out collection
containers 25 feet apart along the transect on both sides of the gun cart. You should
compute the average application rate for all nonuniformity of the application. On a
windless day, variation between containers of more than 30 percent is cause for concern.
You should contact your irrigation dealer or technical specialist for assistance.
*Reprinted for Certification Training for Operations of Animal Waste Management Systems Manual
OPERATION & MAINTENANCE PLAN
I

Proper lagoon management should be a year-round priority. It is especially important to manage
levels so that you do not have problems during extended rainy and wet periods.
Maximum storage capacity should be available in the lagoon for periods when the receiving crop is
dormant (such as wintertime for bermudagrass) or when there are extended rainy spells such as a
thunderstorm season in the summertime. This means that at the first sign of plant growth in the
later winter / early spring, irrigation according to a farm waste management plan should be done
whenever the land in dry enough to receive lagoon liquid. This will make storage space available
in the lagoon for future wet periods. In the late summer/ early fall the lagoon should be pumped
down to the low marker(see Figure 2-1)to allow for winter storage. Every effort should be made to
maintain the lagoon close to the minimum liquid level as long as the weather and waste utilization
plan will allow it.
Waiting until the lagoon has reached its maximum storage capacity before starting to irrigated does
not leave room for storing excess water during extended wet periods. Overflow from the lagoon for
any reason except a 25-year, 24-hour storm is a violation of state law and subject to penalty action.
The routine maintenance of a lagoon involves the following:
Maintenance of a vegetative cover for the dam. Fescue or common bermudagrass
are the most common vegetative covers. The vegetation should be fertilized each
year, if needed, to maintain a vigorous stand. The amount of fertilized applied
should be based on a soils test, but in the event that it is not practical to obtain a
soils test each year, the lagoon embankment and surrounding areas should be
fertilized with 800 pounds per acre of 10-10-10, or equivalent.
Brush and trees on the embankment must be controlled. This may be done by
mowing, spraying, grazing, chopping, or a combination of these practices. This
should be done at least once a year and possibly twice in years that weather
conditions are favorable for heavy vegetative growth.
NOTE: If vegetation is controlled by spraying, the herbicide must not be allowed to enter the
lagoon water. Such chemicals could harm the bacteria in the lagoon that are treating the waste.
Maintenance inspections of the entire lagoon should be made during the initial filling of the lagoon
and at least monthly and after major rainfall and storm events. Items to be checked should include,
as a minimum, the following:
Waste Inlet Pipes, Recycling Pipes, and Overflow Pipes --look for:
1. separation of joints
2. cracks or breaks
3. accumulation of salts or minerals
4. overall condition of pipes
Lagoon surface -- look for:
1. undesirable vegetative growth
2. floating or lodged debris
Embankment-- look for:
2

1. settlement, cracking, or"jug" holes
2. side slope stability -- slumps or bulges
3. wet or damp areas on the back slope
4. erosion due to lack or vegetation or as a result of wave action
5. rodent damage
Larger lagoons may be subject to liner damage due to wave action caused by strong
winds. These waves can erode the lagoon sidewalls, thereby weakening the lagoon dam.
A good stand of vegetation will reduce the potential damage caused by wave action. If
wave action causes serious damage to a lagoon sidewall, baffles in the lagoon may be
used to reduce the wave impacts.
Any of these features could lead to erosion and weakening of the dam. If your lagoon has
any of these features, you should call an appropriate expert familiar with design and
construction of waste lagoons. You may need to provide a temporary fix if there is a threat
of a waste discharge. However, a permanent solution should be reviewed by the
technical expert. Any digging into a lagoon dam with heavy equipment is a serious
undertaking with potentially serious consequences and should not be conducted unless
recommended by an appropriate technical expert.
Transfer Pumps --check for proper operation of:
1. recycling pumps
2. irrigation pumps
Check for leaks, loose fittings, and overall pump operation. An unusually loud or grinding
noise, or a large amount of vibration, may indicate that the pump is in need of repair or
replacement.
NOTE: Pumping systems should be inspected and operated frequently enough so that
you are not completely "surprised" by equipment failure. You should perform your
pumping system maintenance at a time when your lagoon is at its low level. This will
allow some safety time should major repairs be required. Having a nearly full lagoon is
not the time to think about switching, repairing, or borrowing pumps. Probably, if your
lagoon is full, your neighbor's lagoon is full also. You should consider maintaining an
inventory of spare parts or pumps.
• Surface water diversion features are designed to carry all surface drainage
waters (such as rainfall runoff, roof drainage, gutter outlets, and parking lot
runoff) away from your lagoon and other waste treatment or storage
structures. The only water that should be coming from your lagoon is that
which comes from your flushing (washing) system pipes and the rainfall that
hits the lagoon directly. You should inspect your diversion system for the
following:
1. adequate vegetation
2. diversion capacity
3. ridge berm height
Identified problems should be corrected promptly. It is advisable to inspect your system
during or immediately following a heavy rain. If technical assistance is needed to
determine proper solutions, consult with appropriate experts.
You should record the level of the lagoon just prior to when rain is predicted, and then
record the level again 4 to 6 hours after the rain (assumes there is no pumping). This will
give you an idea of how much your lagoon level will rise with a certain rainfall amount (you
must also be recording your rainfall for this to work). Knowing this should help in planning
irrigation applications and storage. If your lagoon rises excessively, you may have an
3

overflow problem from a surface water diversion or there may be seepage into the lagoon
from the surrounding land.
Lagoon Operation
Startup:
1. Immediately after construction establish a complete sod cover on bare soil surfaces
to avoid erosion.
2. Fill new lagoon design treatment volume at least half full of water before waste
loading begins, taking care not to erode lining or bank slopes.
3. Drainpipes into the lagoon should have a flexible pipe extender on the end of the
pipe to discharge near the bottom of the lagoon during initial filling or another
means of slowing the incoming water to avoid erosion of the lining.
4. When possible, begin loading new lagoons in the spring to maximize bacterial
establishment (due to warmer weather).
5. It is recommended that a new lagoon be seeded with sludge from a healthy
working swine lagoon in the amount of 0.25 percent of the full lagoon liquid volume.
This seeding should occur at least two weeks prior to the addition of wastewater.
6. Maintain a periodic check on the lagoon liquid pH. If the pH falls below 7.0, add
agricultural lime at the rate of 1 pound per 1000 cubic feet of lagoon liquid volume
until the pH rises above 7.0. Optimum lagoon liquid pH is between 7.5 and 8.0.
7. A dark color, lack of bubbling, and excessive odor signals inadequate biological
activity. Consultation with a technical specialist is recommended if these conditions
occur for prolonged periods, especially during the warm season.
Loading:
The more frequently and regularly that wastewater is added to a lagoon, the better the
lagoon will function. Flush systems that wash waste into the lagoon several times daily
are optimum for treatment. Pit recharge systems, in which one or more buildings are
drained and recharged each day, also work well.
• Practice water conservation --- minimize building water usage and spillage from
leaking waterers, broken pipes and washdown through proper maintenance and water
conservation.
• Minimize feed wastage and spillage by keeping feeders adjusted. This will reduce the
amount of solids entering the lagoon.
Management:
• Maintain lagoon liquid level between the permanent storage level and the full
temporary storage level.
4

• Place visible markers or stakes on the lagoon bank to show the minimum liquid level
and the maximum liquid level. (Figure 2-1).
• Start irrigating at the earliest possible date in the spring based on nutrient
requirements and soil moisture so that temporary storage will be maximized for the
summer thunderstorm season. Similarly, irrigate in the late summer / early fall to
provide maximum lagoon storage for the winter.
• The lagoon liquid level should never be closer than 1 foot to the lowest point of the
dam or embankment.
• Don not pump the lagoon liquid level lower than the permanent storage level unless
you are removing sludge.
• Locate float pump intakes approximately 18 inches underneath the liquid surface and
as far away from the drainpipe inlets as possible.
• Prevent additions of bedding materials, long-stemmed forage or vegetation, molded
feed, plastic syringes, or other foreign materials into the lagoon.
• Frequently remove solids from catch basins at end of confinement houses or wherever
they are installed.
• Maintain strict vegetation, rodent, and varmint control near lagoon edges.
• Do not allow trees or large bushes to grow on lagoon dam or embankment.
• Remove sludge from the lagoon either when the sludge storage capacity is full or
before it fills 50 percent of the permanent storage volume.
• If animal production is to be terminated, the owner is responsible for obtaining and
implementing a closure plan to eliminate the possibility of a pollutant discharge.
Sludge Removal:
Rate of lagoon sludge buildup can be reduced by:
proper lagoon sizing,
mechanical solids separation of flushed waste,
gravity settling of flushed waste solids in an appropriately designed basin, or
• minimizing feed wastage and spillage.
Lagoon sludge that is removed annually rather than stored long term will:
have more nutrients,
have more odor, and
require more land to properly use the nutrients.
Removal techniques:
Hire a custom applicator.
5

• Mix the sludge and lagoon liquid with a chopper- agitator impeller pump through large
- bore sprinkler irrigation system onto nearby cropland; and soil incorporate.
• Dewater the upper part of lagoon by irrigation onto nearby cropland or forageland; mix
remaining sludge; pump into liquid sludge applicator; haul and spread onto cropland or
forageland; and soil incorporate.
• Dewater the upper part of lagoon by irrigation onto nearby cropland or forageland;
dredge sludge from lagoon with dragline or sludge barge; berm an area beside lagoon
to receive the sludge so that liquids can drain back into lagoon; allow sludge to
dewater; haul and spread with manure spreader onto cropland or forageland; and soil
incorporate.
Regardless of the method, you must have the sludge material analyzed for waste
constituents just as you would your lagoon water. The sludge will contain different nutrient
and metal values from the liquid. The application of the sludge to fields will be limited by
these nutrients as well as any previous waste applications to that field and crop
requirement. Waste application rates will be discussed in detail in Chapter 3.
When removing sludge, you must also pay attention to the liner to prevent damage. Close
attention by the pumper or drag-line operator will ensure that the lagoon liner remains
intact. If you see soil material or the synthetic liner material being disturbed, you should
stop the activity immediately and not resume until you are sure that the sludge can be
removed without liner injury. If the liner is damaged it must be repaired as soon as
possible.
Sludge removed from the lagoon has a much higher phosphorus and heavy metal content
than liquid. Because of this it should probably be applied to land with low phosphorus and
metal levels, as indicated by a soil test, and incorporated to reduce the chance of erosion.
Note that if the sludge is applied to fields with very high soil-test phosphors, it should be
applied only at rates equal to the crop removal of phosphorus. As with other wastes,
always have your lagoon sludge analyzed for its nutrient value.
The application of sludge will increase the amount of odor at the waste application site.
Extra precaution should be used to observe the wind direction and other conditions which
could increase the concern of neighbors.
Possible Causes of Lagoon Failure
Lagoon failures result in the unplanned discharge of wastewater from the structure. Types
of failures include leakage through the bottom or sides, overtopping, and breach of the
dam. Assuming proper design and construction, the owner has the responsibility for
ensuring structure safety. Items which may lead to lagoon failures include:
• Modification of the lagoon structure -- an example is the placement of a pipe in the
dam without proper design and construction. (Consult an expert in lagoon design
before placing any pipes in dams.)
• Lagoon liquid levels-- high levels are a safety risk.
• Failure to inspect and maintain the dam.
• Excess surface water flowing into the lagoon. MAR 2-8 2019
WPh-:r QUVl1Tkf

• Liner integrity -- protect from inlet pipe scouring, damage during sludge removal, or
rupture from lowering lagoon liquid level below groundwater table.
NOTE: If lagoon water is allowed to overtop the dam, the moving water will soon cause
gullies to form in the dam. Once this damage starts, it can quickly cause a large
discharge of wastewater and possible dam failure.
7

EMERGENCYACTION PLAN
PHONE NUMBERS
DIVISION OF WATER QUALITY(DWQ) IN- 79 6 -7
EMERGENCY MANAGEMENT SERVICES (EMS) 1/0- bNO -lob 10
SOILAND WATER CONSERVATION DISTRICT(SWCD) Tjlo- (n+2 -Z /q to
NATURAL RESOURCES CONSERVATION SERVICE (NRCS) g/p 6 q 2-2.1 I !g-
COOPERATIVE EXTENSION SERVICE (CES) *V- (0 q o- o s-
This plan will be implemented in the event that wastes from your operation are leaking,
overflowing or running off site. You should not wait until wastes reach surface waters or
leave your property to consider that you have a problem. You should make every effort to
ensure that this does not happen. This plan should be posted in an accessible location for
all employees at the facility. The following are some action items you should take.
1. Stop the release of wastes. Depending on the situation,this may or may not be possible. Suggested
responses to some possible problems are listed below.
A. Lagoon overflow-possible solutions are:
a) Add soil to berm to increase elevation of dam.
b) Pump wastes to fields at an acceptable rate.
c) Stop all flow to the lagoon immediately.
d) Call a pumping contractor.
e) Make sure no surface water is entering lagoon.
B. Runoff from waste application field-actions include:
a) Immediately stop waste application.
b) Create a temporary diversion to contain waste.
c) Incorporate waste to reduce runoff.
d) Evaluate and eliminate the reason(s)that cause the runoff.
e) Evaluate the application rates for the fields where runoff occurred.
C. Leakage from the waste pipes and sprinklers-action include:
a) Stop recycle pump.
b) Stop irrigation pump.
c) Close valves to eliminate further discharge.
d) Repair all leaks prior to restarting pumps.
D. Leakage from flush systems, houses, solid separators-action include:
a) Stop recycle pump.
b) Stop irrigation pump.
c) Make sure siphon occurs.
d) Stop all flow in the house,flush systems,or solid separators.
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 from the embankment to catch all seepage, put in a submersible
pump,and pump back to lagoon.
b) If holes are caused by burrowing animals,trap or remove animals and fill holes and compact
with a clay type soil.
c) Have a professional evaluate the condition of the side walls and the lagoon bottom as soon
as possible.
2. Assess the extent of the spill and note any obvious damages.
8

a. Did the waste reach surface waters?
b. Approximately how much was released and for what duration?
c. Any damage notes, 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 the property)?
h. How much reached surface waters?
3. Contact appropriate agencies.
a. During normal business hours call your DWQ regional office; Phone #, After hours,
emergency number: [phone]. Your phone call should include: your name, facility
number, telephone number, the details of the incident from item 2 above, the exact
location of the facility, the location or direction of the 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 property or enters surface waters, call local EMS phone number.
c. Instruct EMS to contact local Health Department.
d. Contact CE's phone number, local SWCD office phone number and the local NRCS
office for advice/technical assistance phone number.
4. If none of the above works call 911 or the Sheriff's Department and explain
your problem to them and ask the person to contact the proper agencies
for you.
5. Contact the contractor of your choice to begin repair or problem to
minimize offsite damage.
a. Contractors Name: Murphy Brown, LLC
b. Contractors Address: P.O. Box 856, Warsaw, NC 28398
c . Contractors Phone: [phone]
6. Contact the technical specialist who certified the lagoon (NRCS,
Consulting Engineer, etc.)
a. Name: Kraig Westerbeek
b. Phone: [phone]
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.
9

INSECT CONTROL CHECKLIST FOR ANIMAL OPERATIONS
Source Cause BMP's to Minimize Odor Site Specific Practices
(Liquid Systems)
Flush Gutters Accumulation of solids (,)Flush system is designed and operated
sufficiently to remove accumulated
solids from gutters as designed.
( ) Remove bridging of accumulated solids at
discharge
Lagoons and Pits Crusted Solids (,)Maintain lagoons,settling basins and
pits where pest breeding is apparent to
minimize the crusting of solids to a depth
of no more than 6-8 inches over more than
30%of surface.
Excessive Decaying vegetation (,)Maintain vegetative control along banks of
Vegetative Growth lagoons and other impoundment's to prevent
accumulation of decaying vegetative matter
along water's edge on impoundment's perimeter.
(Dry Systems)
Feeders Feed Spillage () Design,operate and maintain feed systems(e.g..
bunkers and troughs)to minimize the accumulation
of decaying wastage.
() Clean up spillage on a routine basis(e.g.7-10 day
interval during summer;15-30 day interval during winter).
Feed Storage Accumulation of feed () Reduce moisture accumulation within and around
residues 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.
Animal Holding Accumulation of animal () Eliminate low area that trap moisture along fences
Areas wastes and feed wastage and other locations where waste accumulates and
disturbance by animals is minimal.
() Maintain fence rows and filter strips around animal
holding areas to minimize accumulations of wastes
(i.e.inspect for and remove or break up accumulated
solids as needed).
MIC--November 11, 1996
10

Dry Manure Handling Accumulations of animal ()Remove spillage on a routine basis(e.g.7-10 day
Systems wastes interval during summer; 15-30 days interval during
winter)where manure is loaded for land application
or disposal.
()Provide for adequate drainage around manure stockpiles
()Inspect for and remove or break up accumulated wastes
in filter strips around stockpiles and manure handling
areas as needed.
The issues checked ( ) pertain to this operation. The landowner/integrator agrees to use
sound judgment in applying insect control measures as practical.
certify the aforementioned insect control Best Management Practices have been
reviewed with me.
AA
—la�4 1
(Landowner Signature)
For more information contact the Cooperative Extension Service, Department of Entomology, Box
7613, North Carolina State University, Raleigh, NC 27695-7613.
AMIC -- November 11, 1996
11

SWINE FARM WASTE MANAGEMENT ODOR CONTROL CHECKLIST
Source Cause BMP's to Minimize Odor Site Specific Practices
Farmstead Swine production (,/)Vegetative or wooded buffers:
(✓)Recommended best management
practices;
(✓)Good judgment and common sense
Animal body Dirty manure ()Dry floors
surfaces covered animals
Floor surfaces Wet manure-covered (v)Slotted floors;
floors (-I)Waterers located over slotted floors;
(✓)Feeders at high end of solid floors;
(✓)Scrape manure buildup from floors;
( )Underfloor ventilation for drying
Manure collection Urine (✓)Frequent manure removal by flush,pit
pits recharge or scrape
Partial microbial ( )Underfloor ventilation
decomposition
Ventilation Volatile gases (V)Fan maintenance;
exhaust fans Dust (-/)Efficient air movement
Indoor surfaces Dust (,/)Washdown between groups of animals
( )Feed additives;
( )Feeder covers;
( )Feed delivery downspout extenders to
feeder covers
Flush Tanks Agitation of recycled ( )Flush tank covers
lagoon liquid while tanks ( )Extend fill lines to near bottom of tanks
are filling with anti-siphon vents
Flush alleys Agitation during waste ( )Underfloor flush with underfloor
water conveyance ventilation
Pit recharge Agitation of recycled ()Extend recharge lines to near bottom of
points lagoon liquid while pits pits with anti-siphon vents
are filling
Lift stations Agitation during sump ( )Sump tank covers
tank filling and drawdown
Outside drain Agitation during waste ( )Box Covers
collection or water conveyance
junction boxes
End of drain Agitation during waste ( )Extend discharge point of pipes
pipes at lagoon water underneath lagoon liquid level
Lagoon surfaces Volatile gas emissions (✓)Proper lagoon liquid capacity
Biological mixing (✓)Correct lagoon startup procedures
Agitation ( )Minimum surface area-to-volume ratio
(✓)Minimum agitation when pumping
( )Mechanical aeration
( )Proven biological additives
Irrigation sprinkler High pressure agitation (✓)Irrigate on dry days with little or no wind
nozzles Wind draft (✓)Minimum recommended operation pressure
(✓)Pump intake near lagoon liquid surface
( )Pump from second-stage lagoon
AMOC--November 11, 1996
12

Storage tank or Partial microbial ( )Bottom or midlevel loading
basin surface decomposition Mixing while ( )Tank covers
filling Agitation when emptying( )Basin surface mats of solids
( )Proven biological additives or oxidants
Settling basin Partial microbial decom- ( )Extend drainpipe outlets underneath liquid
surface position Mixing while filling level
Agitation when emptying ( )Remove settled solids regularly
Manure,slurry or Agitation when spreading ( )Soil injection of slurry/sludges
sludge spreader Volatile gas emissions ( )Wash residual manure from spreader after use
outlets ( )Proven biological additives or oxidants
Dead animals Carcass decomposition ( )Proper disposition of carcasses
Dead animal Carcass decomposition ( )Complete covering of carcasses in burial pits
disposal pits ( )Proper location/construction of disposal pits
Incinerators Incomplete combustion ( )Secondary stack burners
Standing water improper drainage (J)Farm access road maintenance
around facilities Microbial decomposition of away from facilities
organic matter
Manure tracked Poorly maintained access (J)Farm access road maintenance
onto public roads roads
from farm access
Additional Information: Available From:
Swine Manure Management 0200 Rule/BMP Packet NCSU-County Extension Center
Swine Production Farm Potential Odor Sources and Remedies,EBAE Fact Sheet NCSU-BAE
Swine Production Facility Manure Management:Pit Recharge—Lagoon Treatment:EBAE 1 28-88NCSU-BAE
Swine Production Facility Manure Management:U nderfloor Fluse-Lagoon Treatment 129-88NCSU-BAE
Lagoon Design and Management for Livestock Manure Treatment and Storage; EBAE103-83NCSU-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 Communication
Nuisance Concerns in Animal Manure Management: Odors and Flies; PR0101, Florida Cooperative Extension
1995 Conference Proceedings
The issues checked ( ) pertain to this operation. The landowner/ integrator agrees to use
sound judgment in applying odor control measures as practical.
I certify the aforementioned odor control Best Management Practices have been reviewed
with me.
/)X�), /��
(Landowner Signature)
MORTALITY MANAGEMENT METHODS
13

0
I 3 Version—November 26,2018
fa0s,
�,,Y:.ortality � J]anagement ��Ve.ethods
seot)Ii �� 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
a 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.
a Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B .0200.
dRendering at a rendering plant licensed under G.S. 106-168.7.
DF-1 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.
a In the case of dead poultry only, placing in a disposal pit of a size and design approved by the
NC Department of Agriculture&Consumer Services (G.S. 106-549.70).
Any method which, in the professional opinion of the State Veterinarian, would make possible
the salvage of part of a dead animal's value without endangering human or animal health.
(Written approval by the State Veterinarian must be attached).
Mass Mortality Plan
Mass mortality plans are required for farms covered by an NPDES permit. These plans are
also recommended for all animal operations. This plan outlines farm-specific mortality man-
agement methods to be used for mass mortality. The NCDA&CS Veterinary Division sup-
ports a variety of emergency mortality disposal options; contact the Division for guidance.
• A catastrophic mortality disposal plan is part of the facility's CAWMP and is activated
when numbers of dead animals exceed normal mortality rates as specified by the State
Veterinarian.
• Burial must be done in accordance with NC General Statutes and NCDA&CS Veterinary
Division regulations and guidance.
• Mass burial sites are subject to additional permit conditions(refer to facility's animal
waste management system permit).
• In the event of imminent threat of a disease emergency,the State Veterinarian may enact
additional temporary procedures or measures for disposal according to G.S. 106-399.4.
Signature of Farm Owner/Manager Date
a Date
�Signat ere of Technical Specialist

l
.t
Y
Tract 5064 -
Farm 3516 CLU Boundary x
Columbus County FSA Office
(H)= Highly Erodible Land Map Printad:January05, 2006

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1200 Big Ave-Google Maps 3/12/19,10:34 A
Go'-�gIIe Maps 1200 Big Ave
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1200 Big Ave
Tabor City, NC 28463
28GG+Q2 Pireway,Bug Hill,NC
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