090014_Application - NPDES General_20220324

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Animal Feeding Operations Permit Application Form
(THIS FORMMAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL)
NPDES General Permit - Existing Animal Waste Operations
1. GENERAL INFORMATION: 1
1.1 Facility name: �l- .LIB r t 1 `� �1�t Vl�j
1.2 Print Land Owner'swe-
�Xil��
1.3 Mailing addVVres``s: i
City, State: Wh 1 `K va K 1 UC Zip: ci MAR Z 4 2 g
Telephone number (include area code): ( )o OZG!
1.4 Physical address: 4j5 c u l bre.* _ ` ml r \ K l� QFQ/0
City, State: G 1 ZL1.IDt' i h id p I �C Zip: �J Ce
Telephone number (include area code):
1.5 County where facility is located: &&VA
1.6 Owner's email address:
lvla&n6a 3 e avow. C5a8)
� 1t�� 242
1.7 Facility location (directions from nearest major highway, using SR numbers for state roads): 4'a 1 L t & (Arch M`
t } lbr�c l 5mi�h
1.8 Faun Manager's name (if different from Land Owner): 0VN cuC-15D -4
1.9 Lessee's / Integrator's name (if applicable` circle which type is listed): IYY \�
AOL
1.10 Facility's original start-up date: `�q ✓ Date(s) of facility expansion(s) (if applicable):
2. OPERATION INFORMATION:
2.1 Facility number: .-m
2.2 Operation Description:
Please enter the Design Capacity of the system. The "No. of Animals" should be the maximum number for which the
waste management structures were designed.
Type of Swine No. of Animals Type of Poultry No. of Animals Type of Cattle No. of Animals
❑ Wean to Feeder
❑ Feeder to Finish U,t1&Q
❑ Farrow to Wean (# sow)
❑ Farrow to Feeder (# sow)
❑ Farrow to Finish (# sow)
❑ Wean to Finish (# sow)
❑ Gilts
❑ Boar/Stud
❑ Other Type of Livestock on the farm:
❑ Layer
❑ Beef Brood Cow
❑ Non -Layer
❑ Beef Feeder
❑ Turkey
❑ Beef Stocker Calf
❑ Turkey Poults
❑ Dairy Calf
❑ Dairy Heifer
❑ Dry Cow
❑ Milk Cow
No. of Animals:
FORM: NPDES-GEN 09/23/2020 Page 1 of 4

2.3 Acreage cleared and available for application (excluding all required buffers and areas not covered by the application
system): ffl-*equired Acreage (as listed in the CAWMP): y 7, yy
- Zf$
2.4 Number of lagoons: i Total Capacity (cubic feet): Required Capacity (cubic feet): I ZN —5-7y
Number of Storage Ponds: Total Capacity (cubic feet): Required Capacity (cubic feet):
2.5 Are subsurface drains present within 100' of any of the application fields? © or NO (circle
(circle one)
2.6 Are subsurface drains present in the vicinity or under the waste management system? YES or (1V UJ (circle one)
2.7 Does this facility meet all applicable siting requirements? (�PD or NO (circle one)
3. REQUIRED ITEMS CHECKLIST:
Please indicate that you have included the following required items by signing your initials in the space provided by each item.
Annlicants Initials
3.1 One completed and signed original and one copy of the application for NPDES General Permit - �L /1/�
Animal Waste Operations; [15A NCAC 02T .0105J ' 1
3.2 Two copies of a general location map indicating the location of the animal waste facilities and
field locations where animal waste is land applied and a county road map with the location of 2�
the facility indicated; [15A NCAC 02T .0105] ► ._
3.3 Two copies of the entire Certified Animal Waste Management Plan (CAWMP). If the facility
does not have a CAWMP, it must be completed prior to submittal of a permit application for
animal waste operations. [15A NCAC 02T .0105] 21C `'
The CAWMP must include the following components. [NCGS 143-215. IOC and 15A NCAC 02T .1305]
Some of these components may not have been required at the time the facility was certified but must be added to the
CAWMP for NPDES permitting purposes:
3.3.1 The Waste Utilization Plan (WUP) must include the amount of Plant Available Nitrogen (PAN) and
Phosphorus produced and utilized by the facility
3.3.2 The method by which waste is applied to the disposal fields (e.g. irrigation, injection, etc.)
3.3.3 A map of every field used for land application, with setbacks to surface waters or any conduits to surface
waters (including field ditches), with the exception of grassed waterways that are designed and maintained
according to NRCS standards.
3.3.4 The soil series present on every land application field
3.3.5 The crops grown on every land application field
3.3.6 The Realistic Yield Expectation (RYE) for every crop shown in the WUP
3.3.7 The PAN and Phosphorus applied to every land application field
3.3.8 The waste application windows for every crop utilized in the WUP
3.3.9 The required NRCS Standard specifications
3.3.10 A site schematic
3.3.11 Emergency Action Plan
3.3.12 Insect Control Checklist with chosen best management practices noted
3.3.13 Odor Control Checklist with chosen best management practices noted
3.3.14 Mortality Control Checklist with the selected method noted. A mass mortality plan
must also be included.
3.3.15 Lagoon/storage pond capacity documentation (design, calculations, etc.); please be sure to include any site
evaluations, wetland determinations, or hazard classifications that may be applicable to your facility
3.3.16 Operation and Maintenance Plan
3.3.17 Phosphorus Loss Assessment Tool (PLAT) Results, including the data sheets for each field.
3.3.18 Site -Specific Conservation Practices necessary to prevent runoff of pollutants to waters of the State.
If your CAWMP includes any components not shown on this list, please include the additional components with your submittal.
(Composting, waste transfers, etc.)
FORM: NPDES-GEN 09/23/2020 Page 2 of 4

4. APPLICANT'S CERTIFICATION:
I, J � mct Y joc x
(Land Owner's name listed in question 1.2), attest that
this application for S5,w C « K o 11t n 1k i (Facility name listed in question 1.1)
has been reviewed by me aM 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
Date ® r.5 12- Z.—
J. NA4AGER �IEFIC TIO : (complete only if different from the Land Owner)
(Manager's name listed in question 1.6), attest that this
application r �I/! r / ��,/ /- f » �� /�'� (Facility name listed in question 1.1)
has been reviewed _ me and is accurate and complete to th 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 as incomplet .
Signatur � DateL2
THE COMPLETED APPLICATION PACKAGE, INCLUDING ALL SUPPORTING INFORMATION AND MATERIALS,
SHOULD BE SENT TO THE FOLLOWING ADDRESS:
As a second option to mailing multiple 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]
NORTH CAROLINA DIVISION OF WATER RESOURCES
WATER QUALITY PERMITTING SECTION
ANIMAL FEEDING OPERATIONS PROGRAM
1636 MAIL, SERVICE CENTER
RALEIGH, NORTH CAROLINA 27699-1636
TELEPHONE NUMBER: [phone]
FAX NUMBER: [phone]
FORM: NPDES-GEN 09/23/2020 Page 3 of 4

DIVISION OF WATER RESOURCES REGIONAL OFFICES (09/2020)
Asheville Region WQROS Supervisor
2090 U.S. Highway 70
Swannanoa, NC 28778
[phone]
Fax [phone]
Avery
Macon
Buncombe
Madison
Burke
McDowell
Caldwell
Mitchell
Cherokee
Polk
Clay
Rutherford
Graham
Swain
Haywood
Transylvania
Henderson
Yancey
Jackson
Fayetteville Region WQROS Supervisor
225 Green Street, Suite 714
Fayetteville, NC 28301-5095
[phone]
Fax [phone]
Anson
Moore
Bladen
Richmond
Cumberland
Robeson
Harnett
Sampson
Hoke
Scotland
Montgomery
Washington Region WQROS Supervisor
943 Washington Square Mall
Washington, NC 27889
[phone]
Fax [phone]
Beaufort Jones
Bertie
Lenoir
Camden
Martin
Chowan
Pamlico
Craven
Pasquotank
Currituck
Perquimans
Dare
Pitt
Gates
Tyrell
Greene
Washington
Hertford
Wayne
Hyde
Mooresville Region WQROS Supervisor
610 East Center Avenue, Suite 301
Mooresville, NC 28115
[phone]
Fax [phone]
Alexander
Lincoln
Cabamis
Mecklenburg
Catawba
Rowan
Cleveland
Stanly
Gaston
Union
Iredell
Winston-Salem Region WQROS Supervisor
450 Hanes Mill Road, Suite 300
Winston-Salem, NC 27105
Phone [phone]
Fax [phone]
Alamance
Rockingham
Alleghany
Randolph
Ashe
Stokes
Caswell
Surry
Davidson
Watauga
Davie
Wilkes
Forsyth
Yadkin
Guilford
Raleigh Region WQROS Supervisor
1628 Mail Service Center
Raleigh, NC 27699-1628
[phone]
Fax [phone]
Chatham
Nash
Durham
Northampton
Edgecombe
Orange
Franklin
Person
Granville
Vance
Halifax
Wake
Johnston
Warren
Lee
Wilson
Wilmington Region WQROS Supervisor
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
[phone]
Fax [phone]
Brunswick New Hanover
Carteret Onslow
Columbus Pender
Duplin
FORM: NPDES-GEN 09/23/2020 Page 4 of 4

iv
I►1� Rd d
sAr;�g grdnch
jii
u
� 7
Goog(e;

is
cl
mom
"M

£
ti �• 4 R ' 4
A.
Phgspharasw t,oss:Assessment Tool Compt tron
t�-iy.,. fink t ._ N 'p. - Y -,. •- � {,
Name of taclfrty+= `1r � r N-, � ` � � �� Facility Number.
vf.'s _,`'
vner(s) Name a r 1ul 2 Phone No,
Ntaaling' Address O�.�
:: •:5�..
+check the appropriate box below, and $ign at the bottom
`t
rve
�No fields'necerveda high o,ty high rating :rt
b Yeses, the &gilds iistedbelowiecetved a:hrgh or ve'04ry high rating ,,
fi
kA 8
s 4 x Field Num4e� " .'c � " Size A res - - Rat in ; 1ii h or Very High)
am,•
-
R
'"s` 'ti.a.-m�+•sr',.;,_ �. � 5.�'#?t„�I'M
} P i Please use as many additional: aflachment forms (PLAT A-07 15=16) as needed for additional fields.
e " oar klt_
By;cortrplt?IGrt� the above section and any additional attachments and by signing this form, the facility owner,
k t^ atldTechnical specia lstaclmoowiedgeall application fields were evatuated within the'last five (5) years using
they Phosphorus Loss Assessment Tool , ; All, necessary calculations •were' completed to conduct the
Assessment: copy w10 be kept on;s to with the Certified Animal Waste. Management Plan. Any faure
A mndtficatrons Must, be approved by a :technical speeiahst`and filed with the Soil and Water Conservation
DistrictpriorL tp rmpletnentahnit' pi+asie plans with fields ;having a high or very high rating will' have to be
ct ,� modified to address phosphorus lass by the next petmrt cycle beginn►ng duly 1, 2017; „
Owner Natre., S XIL P-
OW
tiSrgnatq Date -Ida —a
S
Ta 01Cal Spectehst,lYame
Teb teal S al s Sig u e r `� '
Afi`itradon: Phone Noi1D—d13
j?
g Submit this form to
v ' 3 NC Division of Water Resources v .
x t x �Vaicr t?uatity Regional Operations Section
W Animal Feeding Qperafions Program
MaiCService Center
;k F Rale1git,ACC-27b44 1636O
T,
AT 117 l PLr"
fi NAA

--NT IENT MANAGEMENT PLAN -
Growmr(s):
Farr n Name:
County:
Farm Type:
Farm Capacity:
Storage Structure:
Storage Period:
Application Method:
Ray Marlowe
PO Box 211
White Oak NC 28399
I3laden
Feed -Fin
,_6*K_la8+0
Anaerobic Lagoon
1S® days
Irrigation
The waste from, your animal facility must be land applied at a specified rate to prevent pollution
of surface water andlogr groundwater. The plant nutrients in the animal waste should be used
to reduce the a6mount of commercial fertilizer required for the crops in the fields where the waste
is to be applied.
F his 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
`t e� ats (,-an � �e balanced for realistic yields of the crop to be grown.
Several 'factors are in:portaht in implementing your waste utilization plan in order to maximize
,fie fe Uflizer 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
coriten.t of %pee 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 1'aXW1sage capacities, and available water holding capacities.
3_ r Joanally iavaste shall be applied to land eroding at less than 5 tons per acre per
year. 10. aste 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 apoly 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 UVVQ, regulations.
5, Wind conditions should also be considered to avoid drift and downwind odor
Page: E

6- To Ma*nize the value of the nutrients for crop production and to reduce the potential
for p'oiflution. -the waste should be applied to a growing crop or applied not more than
30 days Eori-arr to planting a crop or forages breaking dormancy. Injecting the waste or
dmki q will conserve nutrients and reduce odor problems.
'This plan is based on the waste application method shown above. If you choose to change
meth ods in the fulube, you need to revise this plan. Nutrient levels for different application
mekhods are not, th a sa,�-,Ia
�
I - estiamated acres needed to apply the animal waste is based on typical nutrient content
for this wYpe of facilitty. In some cases you may want to have plant analysis made, which could
Hm,4 additional vas e to be applied. Provisions shall be made for the area receiving waste to
e fexiiie so s to awconmodate changing waste analysis content and crop type. Lime must
be applied to rinai stain pig in the optimum range for specific crop production.
This %taste utiiizaidon plan, if carried out, meets the requirements for compliance with 15A NCAC
G" ' 0217 adopked by the Environmental Management Commission.
�YMOWN + OF WkSTE PRODUCED PER YEAR ( gallons, ft3, tons, etc.):
a.. , animals X 986 gal/animal/year =
6144,90
6ff- c�alions
f 5dOURI tT OF I'`FP-kHT AVAILABLE NITROGEN PRODUCED PER YEAR (lbs):
(0940 Is 139-xo
angbals x 2.30 Ibs/animal/year .00 lbv
PAN pY o dam" I �e&.y bO-." 0h -�X t, Ye-6-y� s 11) Aa9.0y- 165
le'4pp1,Fing the a°cove aanount of waste is a big job. You should plan time and have appropriate
e .rpf eat to a a. , tl ie waste in a timely manner.
The Tollowing acreage will be needed for waste application based on the crop to be drown,
-i. fH aype^ and ��-vr; qce appHcation.
Pa.go: 2

Tract
Field
,86
2,6
2
4,1
1
4,1
1
1
4,1
1
1
4,1
5
5
5
5
5
2,6
2
4,1
1
4,1
1
1
4,1
1
1
4,1
5
5
5
5
Zone Soil Crop j Yield I Ibs N
Type Code /Ac !unit
1
2
3
4
5
6
7
8
9
10
11
11B
12
13
14
15
2
3
4
5
6
7
8
9
10
11
11B
12
13
14
15
KeA
Fo
Fo
Fo
Fo
KeA
Fo
Fo
Fo
Fo
Fo
Fo
Fo
Ce
Ce
Ce
KeA
Fo
Fo
KeA
Fo
Fo
Fo
Fo
Fo
Fo
Fo
Ce
Ce
Ce
K
Q K
K
K
K
K
K
K
K
K
K
K
K
K
K
4.1
4.5
4.5
4.5
4.5
4.1
4.5
4.5
4.5
4.5
4.5
4.5
4.5
4.1
4.1
4.1
-75
-1S
-v5
9
50.00
50.00
50.00
50.00
50.00
50.00
50.00
50.00
50.00
50.00
50.00
50.00
50.00
50.00
50.00
50.00
50:00
.50.00
5-6.00
56.00
50 00
50.00
50.00
-56.00
59.00
50.00
-50.00
50.00
50.00
40.00
56.00
p0':00
Acres
2.58
3.08
2.98
3.55
3.34
3.10
3.55
3.42
3.30
3.30
3.22
1.33
2.86
2.68
2.49
2.66
2.58
3.08
2.98
3.55
3.34
3.10
3.55
3.42
3.30
3.30
3.22
1.33
2.86
2.68
2.49
2.66
Lbs N/Ac Lbs N
Residual /Ac
205.0
225.0
225.0
225.0
225.0
205.0
225.0
225.0
225.0
225.0
225.0
225.0
225.0
205.0
205.0
205.0
50.0
50.0
50.0
50.0
50.0
50.0
50.0
50.0
50.0
50.0
50.0
50.0
50.0
50.0
50.0
50.0
IDS N
528.90
693.00
670.50
798.75
751.50
635.50
798.75
769.50
742.50
742.50
724.50
299.25
643.50
549.40
510.45
545.30
129.00
154.00
149.00
177.50
167.00
155.00
177.50
171.00
165.00
165.00
161.00
66.50
143.00
134.00
124.50
133.00
Total 47.44 12775.80
Available N 11229.04
*Difference-1546.76
i ncA-"se I Is
Indicates that this field is being overseeded (i.e. interplanted) or winter annuals follow summer
annuals.
*A negative number reflects the total Ibs of additional nitrogen needed to achieve yields on
acreage listed in chart. A positive number means additional acreage is required to utilize the
nitrogen produced by the farm.
Time to
Mar -Oct
Mar -Oct
Mar -Oct
Mar -Oct
Mar -Oct
Mar -Oct
Mar -Oct
Mar -Oct
Mar -Oct
Mar -Oct
Mar -Oct
Mar -Oct
Mar -Oct
Mar -Oct
Mar -Oct
Mar -Oct
S April
S-April
S April
S April
S April
S April
S April
S-April
S April
S April
S April
S April
S April
S=April
S April
SApril
� � 2 � Z.UZ•p Page: 3

NOTE:
This plan does not include commercial fertilizer. The farm should produce adequate plant
+ailable nitrogen to satisfy the requirements of the crops listed above.
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 bermuda), 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 reach maturity, especially late in the season (i.e.
April or May). Shading may result if small grain gets too high and this will definately interfere
with 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
-ecommended over broadcasting. Bermudagrass should be grazed or cut to a height of
.bout two inches before drilling for best results.
The following legend explains the crop codes listed in the table above:
Crop Code Crop
A
Barley
B
Hybrid Bermudagrass - Grazed
C
Hybrid Bermudagrass - Hay
D
Corn - Grain
E
Corn - Silage
F
Cotton
G
Fescue - Grazed
H
Fescue- Hay
I
Oats
J
Rye
K
Small Grain - Grazed
L
Small Grain - Hay
M
Grain Sorghum
N
Wheat
O
Soybean
.Lbs N utilized / unit yield
1.6 Ibs N / bushel
50 Ibs N / ton
50 Ibs N / ton
1.25 Ibs N / bushel
12 Ibs N / ton
0.12 Ibs N / Ibs lint
50 Ibs N 1 ton
50 Ibs N / ton
1.3 Ibs N / bushel
2.4 Ibs N / bushel
50 Ibs N / acre
50 Ibs N / acre
2.5 Ibs N / cwt
2.4 Ibs N / bushel
4.0 Ibs N / bushel
Page: 4

Ages shown in the preceding table are considered to be the usable acres excluding
aired buffers, filter strips along ditches, odd areas unable to be irrigated, and perimeter areas
not receiving full application rates due to equipment limitations. Actual total acres in the fields
listed may, and most likely will be, more than the acres shown in the tables.
See attached map showing the fields to be used for the utilization of animal waste.
SLUDGE APPLICATION:
The waste utilization plan must contain provisions for periodic land application of sludge at
agronomic rates. The sludge will be nutrient rich and will require precautionary measures to
prevent over application of nutrients or other elements. Your production facility will produce
approximately 0.36 pounds of plant available nitrogen per animal per year in the
sludge based on the application method listed earlier.
if you remove the sludge every 5 years, you will have approximately 11664.00
pounds of PAN to utilize. Assuming you apply this PAN to hybrid bermudagrass hayland at the
rate of 300 pounds of nitrogen per acre, you will need 38.88 acres of land. If you apply
the sludge to corn at a rate of 125 pounds per acre, you will need 93.31 acres of land.
Please be aware that these are only estimates of the PAN and land needed. Actual requirements
could vary by 25% depending on your sludge waste analysis, soil types, realistic yields, and
applications.
PPLICATION OF WASTE BY IRRIGATION:
The irrigation application rate should not exceed the intake rate of the soil at the time of irrigation
such that runoff or ponding occurs. This rate is limited by initial soil moisture content, soil
structure, soil texture, water droplet size, and organic solids. The application amount should not
exceed the available water holding capacity of the soil at the time of irrigation nor should the
plant available nitrogen applied exceed the nitrogen needs of the crop.
If surface irrigation is the method of land application for this plan, it is the responsibility of the
producer and irrigation designer to ensure that an irrigation system is installed to properly
irrigate the acres shown in the preceding table. Failure to apply the recommended rates and
amounts of nitrogen shown in the tables may make this plan invalid.
The following is provided as a guide for establishing application rates and amounts.
mate
Tract
Field
plication
inlhr
2,6
1
0.6
2
2
if
0.5
4,1
3
0.5
1
4
0.5
4,1
5
0.5
1
6
e
0.6
Application Amount
* inches
0.95
0.95
0.95
0.95
0.95
0.95
Page: 5

1 7 Fo BK
4,1 8 Fo BK
1 9 Fo BK
10 Fo BK
4,1 11 Fo BK
5 12 Fo BK
5 13 Ce BK
5 14 Ce BK
5 ` 15 Ce BK
0.5
0.5
0.5
0.5
0.5
0.5
0.75
0.75
0.75
0.95
0.95
0.95
0.95
0.95
0.95
0.75
0.75
0.75
`This is the maximum application amount allowed for the soil assuming the amount
of nitrogen allowed for the crop is not over applied. In many situations, the application
amount shown cannot be applied because of the nitrogen limitation. The maximum
application amount shown can be applied under optimum soil conditions.
Your facility is designed for 180 days of temporary storage and the temporary storage must
be removed on the average of once every 6 months. In no instance should the volume of the
waste 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 responsiability of the producer and waste applicator to ensure that the spreader equipment
is operated properly to apply the correct rates to the acres shown in the tables. Failure to apply
'he recommended rates and amounts of nitrogen shown in the tables may make this plan invalid.
Call your technical specialist after you receive the waste analysis report for assistance in
determining the amount of waste per acre and the proper application prior to applying the waste.
Additional Comments:
Plan based on actual farm records of 1999-2001. Average annual waste volume calculated as
3,593,300 gallons with an average of 2.5 #N/1000 gal. This would be an annual production of
8983.25 # PAN per ear. To account for unusual weather occurrences, 11,229.04 # PAN was used
which is 25% more than the average and 15% more than the ear with the hi hest PAN.
Page: 6

Updated Crop Management Practices for Bermuda Winter Overseed
This document, as approved by the Interagency Nutrient Management Committee on
October 10, 2017, hereby modified the July 13, 1998 Memorandum "Crop Management
Practices for Select Forages Used in Waste Management". This modification updates
the application window protocol for the 100 lb Nitrogen PAN rate for both Cereal Rye
and Annual Ryegrass, as well as winter small grains.
® Farms utilizing the 100 lbs./ac PAN rate for the overseed are allowed to apply no
more than 50 lbs./ac PAN from October 1 through December 31 and no more than
50 lbs./ac PAN from January 1 through March 31.
® Applications made during the months of December and January cannot exceed the
combined total of 25 lbs./ac PAN for the two -month period.
® The last application of animal waste is to be applied to the bermuda crop prior to
September 30.
• The PAN rate for grazed systems must be reduced by 25%.
All other requirements of the July 13, 1998 Memorandum continue to apply. Those
requirements include but are not limited to:
• Cereal rye and annual ryegrass should be planted by October 15 to provide the best
opportunity to get winter growth.
• A harvest is required prior to heading or April 7, whichever comes first, for both
cereal rye and annual ryegrass. This is necessary to minimize the potential for
shading of emerging bermuda and reducing its yield. To favor the production of
bermuda, additional harvest of annual ryegrass will be required when the ryegrass
canopy reaches 12-15 inches height.
These management requirements shall also apply to overseeded winter small grain.
Nov 16, 2017

NUTRIENT MANAGEMENT PLAN CERTIFICATION
Name of 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 nutrient management
plan for the farm named above. I/we know that any expansion to the existing design capacity
of the waste treatment and/or storage system, or construction of new facilities, will require a
new nutrient management plan and a new certification to be submitted to DWQ before the new
animals are stocked.
I/we understand that I must own or have access to equipment, primarily irrigation equipment,
to land apply the animal waste described in this nutrient management plan. This equipment
must be available at the appropriate pumping time such that no discharge occurs from the lagoon
in the event of a 25 year 24 hour storm. I also certify that the waste will be applied on the land
according to this plan at the appropriate times and at rates which produce no runoff.
This 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:
Signature: — - - - Date
Name of Manager (if different from owner): -
Please Print
Signature: — -- Date
{erne of Technical Specialist: Sonya J. Barber
Affiliation: Harvest Net, Inc.
Address: P.O. Box 32
Council, NC 28434
Telephone: [phone]
1/0
Signature: �� Date
Page: 7

NUTRIENT AWAG9, ENT PLAN CF.RTIFICATION
mnwi of farm.,
OV, dME gqr Agreement,
tMa undersWW VW TAM f0 and "O'"t ; ication9 and ft and
F� �d in"aWov+ed animal waste nutrl �
Om far the fsPn n� -the that my expeu�siar� to the exiting
or an of new f", . ; - ' � A
cif the v #� � M ,mdon to be submitted to DYWQ before the rM
nine nutrient PIT
and a crew
animals are stoo6d.
on UrWgMUMd #jg I mu%t o have accau to 04UiPmOrk prirwmly ' e�R�t,
to land a the waste � in this nutrient lam� • eW-"'t
must t6 e►faWe St the W time such that no &wWV accurs from 4agoon
in the event of a 25 y r 4 t $k m- I also oomlafy that the waste will be qVW on the l
Md
ecoaalinp to this pmn at the times and at rates which produce no MOM
This plan will be films an alto � available
office 8 vLew � t�ICaU1�� uOO of p nlocal request,
and Water
Conwnmtion l�stnct will
W,mfo of Faculty Ower. _ _ _
I r A3
Sigrrra: boo
DdW
of TechaA S�I�t" BOn�ya J. 8aeber
. Harvftl Net, Inc.
P.O. Box 32
Council, NC ZHU
Dam
'v
Page: 7

Wettable Acres Determination Certification
Name of Facility:_ Lc!/'s PW ,ems Facility Number: -
Owner(s) Name: 4a&S Phone No: 9/0 -A- Z - 3
Mailing Address: 20 y
By signing this form, the facility owner and Technical Specialist acknowledge the completion of the Wettable Acres Determination. All necessary Wettable Acre Determination Field Data Sheets and
calculations were completed to conduct a Wettable Acre Determination. The facility's Waste
Utilization Plan has been amended as necessary to reflect actual wetted acreage. A copy of all worksheets, calculations, and other Wettable Acres Determination documents, along with the
applicable Waste Utilization Plan and Wettable Acre Determination Certification will be filed with
the local Soil and Water Conservation District. A copy will also be kept on site with the Certified
Animal Waste Management Plan. Any future modifications must be approved by a technical
specialist and filed with the Soil and Water Conservation District prior to implementation. If any
modifications to the existing irrigation system or any new irrigation equipment was required to
adequately address the waste management needs of this facility, an Irrigation Specialist or
Professional Engineer has certified the design and installation below.
Owner Name:_ Zerkil5LAMIM
Owner Signature:_
`,L Date: / .3
Technical Specialist Name:_ c
Technical Specialist Signature:_
If assisted by an Irrigation Specialist or Professional Engineer please read and sivn bQlo'.v:
Animal waste application equipment has been designed or modified to apply waste as necessary to
accommodate the waste management plan and according to NRCS Standards. Animal waste
application equipment has been installed according to NRCS Standards and is ready for use.
Irrigation Specialist/PE Name:
Irrigation Specialist/PE Signature:_
Date:
Submit this form to:
Attn: Sonya Avant
NC Division of Water Quality
Non -.Discharge Compliance & Enforcement Unit
1617 Mail Service Center
Raleigh, NC 27699-1617

Wettable Acreage Determination For Existing Irrigation System
L & J Farms
Facility No: 9-14
Wettable Acreage Computations
Solid Set Irrigation
Wetted diameter for all sprinklers is 135 feet.

360' rotation
impact sprinkler
Models 7025RD-1-1" M, 7025RD-1-3/4" F,
7025RD-1-1" F, 7025RD-1-11/4" F
PERFORMANCE DATA*
Flow %PV
Spkr. Base Press. (psi)
Diam, on 1.5' Riser
Diam. on 6' Riser
Diam.onl2' Riser
Flow f9,pM u
Spkr. Base Press. (psi)
Dfatn. on 1.5' Riser
Diam. on 6• Riser
Flow (gpml
Spkr. Base Press. (psi)
Diam,onl.5' Riser
Diam On 6' Riser
_ '�� �"s_' e
0, ' w�
Nozz le• Pressu re -(psi)
,35
40
45
50
55 60-
65
76
75
Be
P)4 Nozzle (7/32")
34
$.91
9 45
9.97.
10.5 10A
11 A .
11.8
12.2
12.6
35.8
40 C1
''S.9
5'! n
P f: _.a n
H -
_
. -
106.'.,110
115
120
124 129
132
135
138
140
114:
126-
125
130
1135 138
142
145
149
151
123.,
129,
134
139j
143 147
149
151
153
155
#16 Nozzle 014")
1Q8
'i1.6
123
13.'0
136 14:2
14.8
15.3
15.9_
16A
36.0
41.2
46.2
51.4
56.4 61.5
66.6
71.8
76.8
81.9
'14
118
123
128
133' 137
141
144
147
150
122
130
135
140
145 148
150
153
156
159
136
141
146
150 153
156
159
162
164
13;C_ 14.6 15<3 1613 17+1 17; 3 1 6 19:3 200 20.6
36.4 41.6A46.851_9 57.0 62.2 67.3
72.4 77.5 82.6
122 126 35"' 140 145 148
151 155 158
129. 135q5. 150 153 155
159 162 164
136 142 .156 160 163
166 169 171
�. Flow (gPM1 -
-J37.0�42,2
16.8 17.E
J Spkr. Base Press. (psi)
Diam. on 1.5' Riser
126
131
Diam. on 6' Riser
132
139
Diam. on 12`RiSer
u._,...
140
147
s
-
Flow r�pn1� _ _
_ _ -
_ �_ �•�21.6
Spl(r. Base Press. (psi)
37.6
43.0
Warn. on 1.5' Riser
129
134
Diam. on6' Riser
135
142
Dlam. on 12' Riser
144
150
FFIW�(sum)
r. Base Press. (psi)
38.4
43.7
m_on:1�5' RfSer
_.131>'?
137
tn. on 6' RiSdT
139 ;
**.
145
Diam. pn 12 Riser '
-t 8;
154
72,0 9 23.7 24.5 25.3
47.4
52.5
57.7
62.8
68.2
73.3
78.5
83.7
.,37
1
-146
150
154
157
161
163
145
'!49
154
15B
161
164
167
170
152
157
167.
165
169
172
174
176
#22 Nozzle
(91/32")
22 9
24.1
25:3
26.4
27.5
28.5
29.6
30.5
48.2
53.4
58.7
64.0
69.2
74.4
79.6
85.0
139
145
150
155
158
162
166
168
147
152
158
182
166
169
173
175
156
161
166
170
174
176
179
182
#24 Nozzle (3/e")
26
2oa9
23.8
31.1 -
32.4
33.6
34.8
35-9
49.0
54.4
59.8.
65.2
70.5
75.6
80.8
86.6
143
148
153
158
'163
i66
170
172
151
156
162
166
170
173
17-1
179
160
165
170
175
179
182
185
187
*Figures reflect actual test data. Production models may show slight variation. All diameters shown in feet.
"Standard nozzle size.
NOTE: Maximum stream height is 15' (ft.) above nozzle, using 5/16" 020) nozzle at 50 psi.
lk
C 7025R S5 107

Q
.,�••may + ..
•'nF • s i � �. ; = .1 r i �v+_ � ' .. _� t " 5i' �'F+ iYyJ
1^� J � t. • ^' l _ " t.� , �•d�' �.f9•',_5r 4 ,Yr
^yam d r ^;Y�•; x � - �'Y JltF # �..'� .a'
46
10
44
y fir,
p.. �1 ny ;ems ,� !p _Y�}. =e '. � aJ�`:1 r•t�pwe Y. �•, '• t.�l•1
Y.Q �t . � I . �h .�. ya'.--_ �fj'•- .�. jpy {k' �`i. ` ���'ail.
R5 kr 3. .`7 '!r '' -„C .s�i fie�i,�i.IAS.♦ i. 'PY
. ,•1 :°', Otis t
I r-
a' 7Y 1•
ate_ . � ' • i+ ' . c� - - � yM1 .-
"�• yGF- it ;��"R•
��_- _ _ _ . • .' -- . �_ fir: . � a .

g
M
m a Q
(n 21
-D
Z, 5
rU ID:a
-a -3
m ci
rj
rrl
zi
cm.
cob
a
43
rn
ca
co
w
F� F�
'j, (ID.
4S.N.
co PQ
CA cr>
Qt
12L
I
blD ic', .11 1
2
z
fo [Ail
��
rO Q
u, c-, Im uk
to
cL
a)
lo
v ml 6
El
L�
fn
Co al
Q) G% Ln
ul u m
laji
ib
E
K'
n�� r7
cr) ca
.16-
cm cD
cn
W.
co rV
cz V
-4 M
-4 ID
C.'
w cr)
cc U:�
a) -s�
in
—
-4
w
w
m A)
�.n
w rQ
CO Im
p
P
P P m
b
3 3
JCD
—
0
co co co
p to
D co',-A-02
co a.
ca
pm
OO
CD
R IV
m Ls,
o
�2 a
co ffi
U3;
13,
CT A
m rD
-11s -4
0 �
N) OD
0
a
-4
3 C—n
3
O
Sv
(mn
0
cnK)
cD
3su
N
(D 0 M
C:
3
CD
N
a
-�6
,.
0
0 CD
—
l<
Cc 0-
0
w
CD
ch
0
(D
CD
n LT
cn
(D c
CID
SLY, ,,W 0
3 F
CD
(D
co
CD
3
CG
CO
a

. _4
yA. -- -
s _ -
-
-
--- �� . - -4 --.-,---
ri - r - - _
w
C: „ - -
. r{ x �.
: ., _ A
1.a 6 A z _
�, ,�,,.c.'''" _. ,�'' - „ may: S - . _-
,_
A" 1
of M3 x, _ ,ate" i . ^� y
I'llF c}a? 4�.' dryt Y. dl'� �Ly .''.. J.. y� '`T a `N _r.3"tlA-.eL-.'.. - Y..r -.
i , - ,y. - f -"'sit' +�' - �•a•`�rt . � i - - --- - -• yn
Y{
, -. .-,--,- -e3-P- .
I.
a�
3 _
' Qk, g - -
,+.i -
9F r .g. 1 _ - _ _ - i
- 'd v} _ -
Y & ,.:
/�
F -* — �, •4 —.
Y _- ---
.
r ' w .� -
_-
1 � ;. .1
r. .. �` �
i f - aN t'.� ,y Ye+ yd '1 !� 4d C 1 $) ,� rc b `K' "� 4 "�''" � �' ",a 't:.... - ,r n v - .
s x "
-. .. ;
_ :..{= t�.. r �, }.. • e a' ..: rr { s?'L ,Y,� F'� x A .-r. � - r j .p, 1g t
. - �"YTy y'� K v. -; 1 • ys "4� Y ,#' N - 1 ,$ -h t -
... J: �l ;�'•.v."_3' $�, d .. y'.. ,F... .,*wr t.. 1. t l d
� yF` h am , vas- i� 3 ti,: i3 ` - r �,:„; 4 t' d ",,', - „�:., - •i
-s'r ni e;; ."R wn r :•: ,,z`:4. p ,:%I S- 1.'. e,.R '✓' tr mod. '' _-',y".
y
.yam^ u,':: }- .SJ;,,yy,•.'.,,:.�.a-. :..ry , a : w,� t mot' a ..," y.- . _ ,'Lt
�II .I: -.. 1� ;1*�� ;.II-1 .1 ,I---:::�, :-� -,- I . ,-. � I, .�-1�:�,,I-I . . 2!--—.—-.-I-I,!�.I:�...1-, i,.-'7II.-.I ,�-2A` ,-:..-- �.- ,---,-;-1--;-- '-�.1 ,'- 1�,f,--- ,..,--.�..:,-�7�-:�_i1-. �,, : ; ,-.. ... �1: 1-,;� 1.. -.,�-�.. ,��e--, `.::.17'�--�I�� ,-.: ,I--,. —I-1L� .,� ,_� �� .: W.&. . :- ,,,I-- 1�1-.,-,,"J �I:-' � I-,. � .�. -_� - ,— , ..- ,:,�� `.-.:��-�- -:. -r,.,. �1-—� -k,�,-- :-��.:- -.-,� .�I�- --- .1.0�,-�-�1- `, -... � - . ,"��- --,�:�- "-`.',.- . � --�,v�-�-�II.-,�.,�"-�.�x- ,�
s
i
_.
,-� --_. �":-�i4AI-�,-,I-.,,, --�,I,�f*-�,I,�',-,..-,,,I -�,,,-�-;:�--.,-',-� :�,.�%--'�—( -. I9�;'�--,,-.`- ` --: �.,�--*�W- �o.-�..Z1--
�� - ��-. �I. .*-,.: :.�,5I, (-1 , � , :�, -,,�---t,. �. 7A 1',7� �; I�W�A- , ,."�4 ,.---.�,..-I-. L-l.-�i--.� ,,- . ;.-.,,P," 1- \i0 *.-�--;-#, ,. .". --3, # ,-� , .p �" . "-..,2�-_ —. --4.O� � -1�.-'9f,. ,,- .�-? .1 'I : a f , -,,..,'d.1 -,--:�,'�..I,-"1--.A.-11.'�
id.l.
;:_
t
.. .. .- j: ..x
p a, rr i' c. .Y.,.�w!� �_-, ¢
' t - 3' , ;.i. r' c v- i A
Y ' i s r �':"iP{ 1}
.- rt i - _
:. - a. ...
- rc 4: -
rE $-
i.
r `„
t
. {
- -
-
' -.
- . - - - 1.' -` F L
- -
-a ' _ - -
:: ".
X -
i
is � _Y n
" p g.
--.... _
` -Tom'"
., - _ _ . . �r {
4� ,.'—',� .I:.�,,h�,7--�, ��,, I.. S1- '1-1")" � ",. ,,-, I ., ,- I
W::: f ��,.� �-� &. , : , �._:��.-. "
1.
- -'.
i _ 1. - 1
--+ ' - - -
-
-- _
7- '~ - _
- w
; ^ }A� .ora• 7- Jam,- -
'�,. �• _
4
'�. .
I
b
. -
..
-
/�jYJ�/�[�\ Y _
' V V
.
:..s - _ _
.. . .. .. : _ .-.. - - -
S . _. _ ,.
~ a-. . -
- +� �: - -. .r. - -
V. _- -�.. .. _ ,_
•
W
„1c
.1, - - - - -
# '
r ... ,,
a �,dq � , 4
o__ -- -:�
- -
;� -
: .,P - - -
w a
�
— - - if
-w -
.
-
,$ _..-
ti :� r �
,:.� - y ¢$f"fit{$ t 1� T / � 4
• m I it ii� J' -ala .. 1+*�'t„'+'`KM . fi.2
.-- ,W
.^ v
I _, y �-4�.�-I.I7�j�, , - -
a' > .. -
,4,'. i' w: , `,• . a,' 3 E.1 " t, - { t." { f "„y t
t o�
„ `
s !F Y
Jv A a M
..r i6g ;,"'� S : , > w. �' Yk...v.r... �.. tea+:... - .- •,
+ ,4y.•aWa+"' �r�.A�r..+- ' may' - - ,
* J �4 r'a A
• - 4..1, — ,. ... j. y.'"4. - .�••.e..'®rT"i+•m Y.. •ri'.•.. m.n ,..'a*T'✓=- ^a*j,.. .w• m. a+-"V• ♦ sd�-.?i«'�ha: `.. -

Sheetl
IRRIGATION SYSTEM DESIGN PARAMETERS
Landowner/Operator Name: Ray Marlowe- A&D Farms (Squirrel Hill Finishing) 090014 County: Bladen
Address: P.O. Box 211 NPDES Wetted Acres
White Oak, NC 28399 Farm Address Date: 2/11/2022
Telephone: [phone] Culbreth-Smith Rd
Elizabethtown, NC 28337
Table 1 - Field Specifications
Approximate
Maximum
Useable Size
Field of Field
Number (acres's
Soil Type Slope % Crop(
1
3.06
Centena.a
Bermuda rass/Overseed
4
2.66
Foreston
Bermuda rass/Overseed
5
2,33
Kenansville
Berm udag rass/Overseed
6
2.74
Woodingtonl
Bermuda rass/Overseed
7
3.01
Foreston
Berm udag rass/Overseed
8
2.92
Foreston
Berm udag rass/Overseed
9
2.83
Kenansville
Bermuda rass/Overseed
10
2.07
Foreston
Bermudaorass/Overseed
11
2.69
Foreston
Berm Wag rass/Overseed
11 B
2.66
Foreston
Berm udao rass/Overseed
12
2.86
Foreston
Bermuda rass/Overseed
13
3.09
Centena
Berm udag rass/Overseed
14
2.97
Centenar
Bermuda rass/Overseed
15
317
centenary
Bermuda rass/Overseed
39.06
Maximum
Maximum
Application
Application
per Irrigation
Rate
Cycle
iln/hr)
(inches) Comments
0.5
1
Pull 1 _
0.5
1
Zone 4
0.5
1
Zone 5
0.5
1
Zone 6
0.5
1
Zone 7
0.5
1
Zone 8
0.5
1
Zone 9
0.5
1
Zone 10
0.5
1
Zone 11
0.5
1
Zone 11 B
0.5
1
Zone 12
0.5
1
Zone 13
0.5
1
Zone 14
0.5
1
f
Zone 15

Sheet2
TABLE 2 - Travelling Irrigation Gun Settings
Make, Model and Type of Equipment: Traveler w/Nelson 150 Big Gun w/0.86" Nozzle (Useable with NPDES Setbacks)
Field No. Travel Application TRAVEL LANE Wetted Nozzle Operating Operating
and Speed Rate Effective Effective Diameter Diameter Pressure Pressure Arc
Wwrlronf KIn fft/min) Nnlhr 1 Widthlft) Lenaftft) (feet) (inches) at Gun(psi) at reel(psi) Pattern Comments -Acres per pull
1
2.4113.53
0.30/0.45
192/191
3641192
246
0.86
60
90
330/220
3.06
TOTAL
3.06

Sheet3
TABLE 3 - Solid Set Irrigation Gun Settings
Make, Model and Type of Equipment Senninger 7025 wl#18 Nozzles (losable with NPDES Setbacks)
Field No Wetted Hydrant Spacing(ft) Application Nozzle Operating Operating
and Number of Diameter Along Between Rate Diameter Pressure Time
Line No H drants (feet) Pipelines Pi elines in/hr) inches at Gun(psi) at Hvdrant(hr.) Comments -Acres per zone
4
18
130
75
75
0.27
9132"
50
1.84
2.66
5
17
130
75
75
0.27
9/32"
50
1.84
2.33
6
18
130
75
75
0.27
9/32"
50
1.84
2.74
7
21
130
75
75
0.27
9/32"
50
1.84
3.01
8
20
130
75
75
0.27
9/32"
50
1.84
2.92
9
19
130
75
75
0.27
9/32"
50
1.84
2.83
10
15
130
75
75
0.27
9132"
50
1.84
2.07
11
17
130
75
75
0.27
9/32"
50
1.84
2.69
11 B
18
130
75
75
0.27
9/32"
50
1.84
2.66
12
18
130
75
75
0.27
9/32"
50
1.84
2.86
13
21
130
75
75
0.27
9/32"
50
1.84
3.09
14
21
130
75
75
0.27
9132"
50
1.84
2.97
15
21
130
75
75
0.27
9132"
50
1.84
3.17
244
TOTAL
36.00

Sheet4
TABLE 4 - Irrigation System Specifications
Traveling
Solid Set
Irri ation Gun
Irrigation
Flow Rate of Sprinkler ( m)
110
15.9
Operating Pressure at Pump (psi)
101.4
59.4
Design Precipitation Rate (in/hr)
0.28
0.27
Hose Length (feet)
965
XXXXXXXX
Type of Speed Compensation
Mechanical
XXXXXXXX
Pump Type (PTO, Engine, Electric)
Engine
Engine
Pump Power Requirement (hp)
#DIVIOI
#DIVIO!
TABLE 5 - Thrust Block Specifications
6"
4"
2"
THRUST BLOCK
THRUST BLOCK
THRUST BLOCK
LOCATION
AREA sq. ft.)
AREA (sq. ft,)
AREA sq. ft.)
90 degree bend
8.8
4.3
1.1
Dead End
6.2
3.0
0.8
Tee
4.4
2.1
0.5
Gate Valve
6.2
3.0
0.8
45 degree bend
4.7
2.3
0.6
Page 1

Sheets
IRRIGATION SYSTEM DESIGNER
`.
Name:
Micah Kevin Weston, CID
l
Company:
Murphy -Brown, LLC dba Smithfield Hog Production
'
Address:
2822 Hwy 24 West, P.O. Box 856 Warsaw, NC 28398
Phone:
[phone]
Required Documentation
The following details of design and materials must accompany all irrigation designs:
1. A scale drawing of the proposed irrigation system which includes hydrant locations, pipelines, thrust block locations and buffer areas where applicable.
2. Assumptions and computations for determining total dynamic head and horsepower requirements.
3. Computations used to determine all mainline and lateral pipe sizes.
4. Sources and/or calculations used for determining application rates.
5. Computations used to determine the size of thrust blocks and illustrations of all thrust block configurations required in the system
6. Manufacturer's specifications for the irrigation pump, traveler and sprinkler(s).
7. Manufacturer's specifications for the irrigation pipe and/or USDA-NRCS standard for IRRIGATION WATER CONVEYANCE,
8. The information required by this form are the minimum requirements. It is the responsibility of the designer to consider all relevant factors at a particular site and
address them as appropriate.
9. Irrigation pipes should not be installed in lagoon or storage pond embankments without the approval of the designer.
NOTE: A buffer strip of 25' or wider must be maintained between the limits of the irrigation system and all
perennial streams and surface waters per NC Statutes.
A vegetated buffer strip of 35' or wider must be maintained between the limits of the irrigation system and all
ditches and surface waters per NPDES setbacks. NPDES setbacks are shown on the map.

Sheet6
Narrative of Irrigation System Operation
This design dated 2/11/2022 is a "wetted acreage" determination for an existing facility. The acres were
calculated based on the equipment specified and the charts created by NCSU for calculating Area Allowances
for Stationary Sprinkler Systems and Area Allowances for Hard Hose Traveler Systems. The acreage listed
accounts for the removal of the acreage within the NPDES setbacks shown on the map.
This irrigation system is designed to accommodate the flow velocities, flow rates and pressure requirements
associated with a traveler with a Nelson 150 Big Gun and a solid set system with Senninger 7025 sprinklers.
The design of the traveler system requires the use of a 0.86' ring nozzle in the gun. Each pull has a specific
arc setting and travel speed which must be used to achieve the desired application. This information is given
in Table 2 of this design. A detail of the hydrant layout is also included. The design of the solid set system
requires the use of the #18 nozzle for full circle sprinklers. This information is given in Table 3 of this design.
Refer to owner's manual and irrigation dealer for information on maintenance, winterization, and operation of
system.
Note: This design shows the sprinkler hydrants for the solid set system utilizing quick connect coupling valves
and moveable risers. Precautions must be taken to insure that the valves are kept clean and free of trash or
debris that can cause improper sealing of the valves and excessive leakage. Also, protection of the coupling
valves at the ground surface is needed to protect them from breakage by animals and equipment.
Pull 1 is made by connecting to existing hydrant.

Sheet?
CALCULATIONS
Sprinkler Specification
Sprinkler Type:
Nelson 150 Big Gun
Nozzle Size:
0.86 inches
Sprinkler Pressure:
60 psi
Flowrate(GPM):
110 gpm
Wetted Diameter:
246 feet
Lane Spacings
* Reflects field measurement
Desired Spacing (%): 70 %
Design Spacing(feet): 172.2 *PVC irrigation pipe normally comes in 20' pieces,
so round to the nearest multiple of 20.
Actual Spacing (feet): 160 feet
Actual Spacing (%): 65 %
Application Rate
Application Rate =(96.3xFlowrate)/(3.1415x(.9xradius)squared)
Design App. Rate = 0.28 in/hr
300 degree arc = 0.33 in/hr 330 degree arc = 0.30 in/hr
220 degree arc = 0.45 in/hr
180 degree arc = 0.55 in/hr
Traveller Speed
Travel speed = 1.605 x Flowrate / Desired application amount x Lane Spacing
Desired app. (in.) = 0.5 inches 360 degree arc = 2.21 ft/min
300 degree arc = 2.65 ft/min 330 degree arc = 2.41 ft/min
220 degree arc = 3.53 ft/min
180 degree arc = 4.41 ft/min
Mainline Velocily
Velocity = .408 x Flowrate / pipe diameter squared feet/sec.'*
**For buried pipelines, velocity should be below 5 feet per second
Pipe size: 6 inches
Velocity= 1.25 ft/sec.
Page 1

Sprinkler Specifications
Sprinkler Type: Senninger
7025
Nozzle Size:
9/32" inches
Sprinkler Pressure:
50 psi
Flowrate(GPM):
15.9 gpm
Wetted Diameter:
130 feet
Sprinkler Spacinqs
Sheet? (2)
CALCULATIONS
* Reflects field measurement
Desired Spacing (%): 60 %
Design Spacing(feet): 78 *PVC irrigation pipe normally comes in 20' pieces,
so round to the nearest multiple of 20.
Actual Spacing (feet): 75 feet *Field Average
Actual Spacing (%): 58 %
Application Rate
Application Rate = (96.3xFlowrate)/sprinkler spacing squared
Design App. Rate = 0.27 in/hr
Run Time per Set
Run time per set = Desired application / Design application rate = hours
Desired app. (in.) = 0.5 inches
Run time per set = 1.84 hours
Mainline Velocity
Velocity = .408 x Flowrate / pipe diameter squared feet/sec.**
**For buried pipelines, velocity should be below 5 feet per second
Pipe size: 6 inches
# Sprinklers Oper.: 21
Velocity= 3.78 ft/sec.
Maximum Lateral Line Entrance Velocity
Pipe size: 2 inches 4 inches
# Sprinklers Oper.: 3 12
Velocity = 4.87 ft/sec. 4.87 ft/sec.
Page 1

Sprinkler
Zone #
iCoveraoe ,# Int.
4
Full
Half
5
Full
Half
6
Full
Half
7
Full
Half
S
Full
Half
9
Full
Half
10
Full
Half
11
Full
Half
11 B
Full
Half
12
Full
Half
13
Full
Half
14
Full
Half
15
Full
Half
Sh eet8
,A&D Farms, Fac.No.: 090014
i
Acreage Calculation
2/11/2022
_Acres per Total Int.
Acres per .Total Ext.
!Acres per Total Sing..Total
Int.Sorink. Acres
# Ext.
Ext.Sprink. Acres
#Sin le
Sing,.Sork. Acres
{Acres
10
0.13
1.30.
8
0.17
1.36
0
0.19
0.00'
2.66
0,
0.13:
0.00
0.
0.13 '
0.00
0
0.19'
0.00
0.00
14.
0.13`
1.82i
3:
0.17!
0.51 i
0!
0.19;
0.00
2.33
0
0.13
0.00 i
0
0.13'
0,001
0
0.19 '
0.00
0.00
8
0.13
1.04
10
0.17'
1.70 1
0'
0.19
0.00
2.74
0
0.13'
0.00
0
0.13
0.00
0,
0.19
0,00
0.00
14
0.13
1.82
7
0.17
1.19
0
0.19
0.00
3,01
0
0.13
0.00
0
0.13
0.00
0
0.19 •
0.00;
0.00
12
0.13
1,56
8
0.17
1.36;
0.
0.19
0.00
2.92
0
0.13
O.00 i
0 ;
0.13,
0. 001
0 i
0.19 i
0.00
0.00
10i
0.131
1.30,
9 �
0.17
1.531
0 i
0.19'
0.00
2.83
0
0,13 :
0.00'
0 •
0.13
0.00.
0 •
0.19
0. 00 ;
0.00
12 '
0.13 '
1.56
3
0.17'
0.51
0
0.19
0.00
2,07
0
0.13
0.00
0
0.13
0.00
0
0.19
0.00
0,00
5
0.13
0.65
12
0.17
2.04
0
0.19
0.00:
2.69
0
0.13
0.00
0
0.13'
0.00
0
0.19
0.00
0.00
10
0.13
1.30
8
0.17 :
1.36
0
0.19
0.00.
2.66
0
0.13.
0.00:
0i
0.13:
0.00�
0,
0.19
0.00
0.00
5
0.13
0.65 '
13 ;
0.17
2.21 :
0 I
0.19.
0.00
2.86
.
0
0.13'
0.00;
0.
0.13'
0.00!
0
0.191
0.00
0.00
12.
0.13'i
1.56 I
9
0.17:
1.53
0:
0.19
0.00
3.09
0'
0.13;
0.00,
0
0.13
0.00.
0
0.19
0.00
0.00
15:
0.13
1.95
6
0.17
1.02
0
0.19
0.00
2.97
0
0.13
0.00
0
0.13
0.00
0
0.19
0,00!
10
0.13
1.30
11
0.17
1.87
0
0.19
0.001
3.17
.
0
0.13
0.00
0
0.13
0.00
0
0.19.
0.00:
0.0c
137 107 0
i
RECEIVED i ;Total Acres =
MAR 2 4 2022
Page 1
NC DEQ/DWR
Central Office
36.Ot

Sheet8 (2)
;A&D Farms, FacNo.: 090014
,Acreage Calculations 2/11/2022
;
Width
Length
Acres
Total Acres ; Start End
Stop End
Total
Pull # u
midsection
(midsection-,
ac.
ac.
; Pull Acres;
1 192
364
1.604
2.446
0.332
0.278
3.06
191
192
0.842
0.000
0.000
0.000
0.00
0
0
0.000
0.000
0.000
0.000
0.00
0
0
0.000
0.000
o.000
0,000
0.00
0
0
0.000
0.000
0,000
0.000
0.00
0
0
0.000
0.000
0.000
0.000
0.00
0
0
0.000
0.000
0.000
0.000
0.00
0
0
0.000
0.000
0.000
0.000
0.00
0
0
o.000
0.000
0,000
0.000
0.00
o
0
0.000
0.000
0.000
0.000
0.001
0
0
0.000
0.000
0.000
0.000
0.00
0
0
0.000
0.000
0.000
' 0.000
0.00
0
0
0.000
0.000
0.000
0.000
0.00
0
0
0.000
0.000
0.000
0.000
0.00
0
0
0.000
0.000
0.000
0.000
0.00
0
0
0.000
0.000
0.000
0.000
0.00
0
0
0.000
0.000
0.000
0.000
0.00
0
0
0.000
0.000
0.000
0.000
0.00
0
0
0.000
0.000
0.000
0.000
0.00
0
0
0.000
0.000
0.000
0,000
0.00
0
0
0.000
0.000
0.000
0,000
0.00
Total Acres
3.06
Page 1

A & D Farms
(Squirrel Hill Finishing)
Fac. No. 090014
Wetted Acres
(NPDES Setbacks)
Zone 10
Specifications: Solid Sets (20 Spk
Senninger 7025 w/9/32" Nozzles
® 50 PSI; 15.9 GPM/Sprinkler;
130' WD (From Field Calibration)
75'x75' Spacing (Field Average)
—Exterior Sprinkler (0.17 Ac./Sprk)
—Interior Sprinkler (0.13 Ac./Sprk) Zone 11_
—DO NOT USE T14ESE SPRINKLERS (17 Spk)
T1586 Fld 1 = 3.61 Ac.
Zone 6
f3T Vegetated Setback-• Spk) r(2�
Zone 9 ` 1 P )
(2.0 Spk)1 ypo1�//1 @ '
®
R' \I I Pond
® zt ll ® ®%`.smd/II ® 1 '
xt I Ix Zone 8 r ,a �
ze i xs ® / (20 Spk} ® U
Ji !, , Ix r
@ Ix Ix
Ix
\
zx sx
� V IX
®� 1 , V xz >x� ®® Zone 4
® ® 7 sz i I sx 9 � \� (21 Spk)
Specifications: Pulls
®3; /7®
>x I1; 39 ® �
Traveler w/Neison 150 Big gun
PSI
®. xz
®
V
I @
w/0.86" Nozzle ® 60
110 GPM; 246' WD
® Ix
/ �
�I� �(21 Spk)
(From Field Calibration)
■ —Existing Pull Hydrant
Zone 11B
00
(18 Spk)
— — —Zone Boundary
7X 0
—4 —Fence
@ 0 V 0
0A0 V �
3; Xt
\\ .
\
(18 Spk)
R " xc 3; xl
3 \
\ sz \,,_ Zone
V ; \ Xc (21
13
Spk)
® ® ®V® Zone 14
— — (21 Spk)
Pull 1
f Zone 15
(21 Spk)
GRAPHIC SCALE
400 a 200 400 Sao
( IN FEET )
1 inch = 400 ft.
I Pond
5
Spk)
Vegetated Setback
Zone # Acres
4 2.66
5 2.33
6 2,74
7 3.01
8 2.92
9 2.83
10 2.07
11 2.69
]is 2.66
12 2.86
13 3.09
14 2.97
15 3.17
Total 36.00
Lagoon
Pull Acres_
1 3.06
Total 3.06
Wetted Acres
Fatal 39.06
y 01*
�0029 9
'SpRIN1R'.1►'
2022

A & D Farms
(Squirrel Hill Finishing)
Fac. No. 090014
Wetted Acres
T1566 Fld 1 = 3.61 Ac.
Zone 6
Zone 9
(20 Spk)
moo° a° a
IVPDES Setbacks
0 ° ®� 'V p ° T 0�
l u 1� . V.
V. ® ✓
Pond ." e/
139 � 19
!"
Specifications: Solid Sets
Zone 10 sF 19 Zone 8 �✓® V
(20 Spk) Q IF 391 ® 20, Spk ¢ 39
®
Senninger 7025 w 9 32 Nozzles
a 50 PSI; 15.9 GPM/Sprinkler,
Q ` J ®�✓✓ 1
�F '� ✓ ® ON
7%.. '1 ✓� %x
130' WD (From Field Calibration)
75'x75' Spacing (Field Average)
®� °
— — r>9t Ac ✓
i,
0 --Exterior Sprinkler (0.17 Ac./Sprk)
® ® ®� ® >P 0
—1.1�erior Sprinkler (0.13 Ac./Sprk)
NOT USE THESE SPRINKLERS
Zone 11 ✓ 0
®0 ✓ 39 ©
—DO
(17 Spk) ® 1 xr 0 Zone
®
✓j9 xc
5 ecifications: Pulls
Traveler w Neison 150 Big
®�� l ✓ Vr (21
® 1R `w 4 39 0 0
0 3; zc
gun
w/0.86" Nozzle 0 60 PSI
0 0 is I D.�o �, \_Zone 7"
110 GPM; 246' W0
(From Field Calibration)
°� 21 Spk)
0 010 (° p )
■ —Existing Pull Hydrant
�\ ® 440
— — —Zone Boundary
—Fence
�,� ®�
>o<�` »
1x �� im Zol
s (21
`Zone :1,4
(21 Spk)
Pull 1 Zone 15
L(21 Spk)
Zone
(18 Spk-)
� 1R
® X
7 0
0 LZone 12
P (18 Spk)
13
GRAPHIC SCALE
400 0 200 400 am
l �
( IN FEET
1 inch = 400 ft
Pond
Zone- 5°
;20a Spk) '
4'
Spk)
Zone # Acres
4
2.66
5
2.33
:6
2.74
7
3.01
8
1,92
9•
2.83
1,0
2.07
11
2.69
11B°r.
2.66
12' -
2.86
1'3
3.09
14
'2.97
15 .
3.17
Total 36.00
,C=
Lagoon
t�
i�
Pull.. Acres
1' 3.06
Total 3.06
Wetted Acres
Total 39.06

IIUUGATION
FLOW METER
FIELD CALU3RATIQN
LOCAT10N:j&/aX,-V iq�
ATE OF FIELD CALIBRATION:
.FLOW METER SERLA-L N YCR ER:
1MLAja AND tNJODEL:
see reverse for solid set system)
EASURED RING SIZE (from irrigation desigu):
ring within .01%4 of expected manufacturer size?
nv4 ring Hued be replaced
READINGS AT Fes':
AT REEL:
AT GCI N
IW R-'kTE (GIPj'vI.)
n ma ni%ctur-ers chart
flow meter readout)
,TI'ED DIAINIETER (ft)
wettable acres determination
expected diameter)
LIU inches
V/
________la,' (optional)
psi (optional) Des'r-
_psi (required) Q 4
EYPEC TED: -I.S gpm
f EAS[JRED: Id5cl apm
VARIANCE: 10 °/fl
EXPEC D: 112 ft
MEASURED: 1 o A
VARIANCE: 0%
wetted diameter is greater than lS%v or flow rate variance is greater than 10%,
atact a Certified Technical Specialist or irrigation specialist for assistance.
Explain f-wdiags:
nA (,y-R rux k - OL
(print e

40
Nz
1
IRRIGATION EQTJIPAMNT
FLOW METER
FIELD CALIBRATION
noN:
OF FIELD CALIBRATION: o q
METER SERIAL NUNMER:
EELIGUNISPRINIC.ER MAID AND MODEL: Ve- •Sdfi /
ee reverse for solid set system)
EASURED RING SIZE (fromirrigation design):
rilmg Within.l19/6.ofexpected manufacturer size?
'rat, rbi €sir st be replaced
READINGS AT PUMP:
AT REEL:
AT GUN:
FLOW RATE (GPI)
�- (from mauufacturers chart
and flow meter readout)
WETTED DIAMETER (ft)
is (see wettable acres determination
for expected diameter)
�IDS (optiona4
R (aeptio nutQ
(requnlre)
EXPECTED- 110 00-1 per cb" -
MEASURED: ffi7-
VARIANCE: %
E"E ED: OND it 1-3 Y-2
MEASURED: a7 Q ft
VARIANCE:
wetted diameter is greater than 15% or flow rate variance is greater than 10%,
utact a Certified Teeb0cal Specialist or irrigation specialist for assistance.
id/or Explain findings:
t . ); kn rl I. _ Q? A, -A J-]
BRATOR: 'BeCN HOLM(\
(print name)
COOPERATIVE

_,rator:Lewis
Tatum County:
Bladen
Date: 12/08/93
Distance
to nearest residence (other
than
owner):
1000.0 feet
1..-STEADY "STATE LIVE WEIGHT
'e
0
sows
(farrow to finish)
x
1417
lbs.
= 0
lbs
0
sows
(farrow to feeder)
x
522
lbs.
_ 0
lbs
6480
head
(finishing only)
x
135
lbs.
= 874800
lbs
0
sows
(farrow to wean)
x
433
lbs.
= 0
lbs
0
head
(wean to feeder)
x
30
lbs.
= 0
lbs
TOTAL STEADY STATE LIVE WEIGHT (SSLW) = 874800 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 874800 lbs. SSLW x Treatment Volume(CF)/lb. SSLW
Treatment Volume(CF)/lb. SSLW= 1 CF/lb. SSLW
Volume = 874800 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feet lvd 3Gve�6 s<"o�-sC�r3
4 TOTAL DESIGN VOLUME
Inside top length 770.0 feet ; Inside top width 200.0 feet
Top of dike at elevation 45.0 feet
Freeboard 1.0 feet ; Side slopes .3.0 : 1 (Inside lagoon)
Total design lagoon liquid level at elevation 44.0 feet
Bottom of lagoon elevation 33.0 feet
Seasonal high-water table elevation 40.5 feet
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3.0 3.0 3.0 3.0 764.0 194.0 11.00
AREA OF TOP
LENGTH * WIDTH =
764.0 194.0
AREA OF BOTTOM
LENGTH * WIDTH =
698.0 128.0
148216 (AREA OF TOP)
89344 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
731.0 161.0 470764 (AREA OF MIDSECTION * 4)
CU. FT. _ [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
148216.0 470764.0 89344.0 1.8
VOLUME OF LAGOON AT TOTAL DESIGN LIQUID LEVEL = 1298594 CU. FT.

5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
770.0 200.0 154000.0 square feet
Buildings (roof and lot water)
Length *,Width =
0.0 0.0 0.0 square feet
TOTAL DA 154000.0 square feet
Design temporary storage period to be 180 days.
Volume of waste produced
Approximate daily production of manure in CF/LB SSLW 0.00136
Volume = 874800 Lbs. SSLW * CF of Waste/Lb./Day * 180 days
Volume = 214151 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 = 89833.3 cubic feet

R
5D. Volume of 25 year - 24 hour storm
Volume = 7.5 inches / 12 inches per foot * DA
Volume = 96250.0 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A.
214151
cubic
feet
5B.
0
cubic
feet
5C.
89833
cubic
feet
5D.
96250
cubic
feet
TOTAL 400234 cubic feet
«yi151ur:�
Total required volume 1275034 cubic feet
Total design volume avail. 1298594 cubic feet
Min. req. treatment volume plus sludge accumulation 874800 cubic fe
At elev. 41.0 feet ; Volume is 879488 cubic feet (end pumping)
Total design volume less 25yr-24hr storm is 1202344 cubic feet
At elev. 43.3 feet ; Volume is 1196247 cubic feet (start pumping)
Seas high wa t'r table elevation 40.5 feet
7. DESIGNED 1 'E 1� APPROVED BY:
VAT I. / �� DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:

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. Lagoon site (and pad site if needed) to be
stripped of topsoil (311) and stockpiled for use on dike and pad
slopes (2-311). The topsoiling quantity is in excess of amounts
specified on page one (1).
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 be placed in
max. of 6" lifts and not placed in standing water. Compaction 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 SCS approved material (ie-CL,SC,CH). Refer to the soil
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 according to seeding specifications sheet.:

ems.,......
■
' '��7X

r
a
L&-W r5 7547-vo l
12

2
iL
'KC- q 0.1
msln/6 PIAIVIAfel-sn
32 993 Y/
v
Alk9 1611SO
2 3 7 / Is
Z. 594-
f-7/ 53 1
POO 16'7Xe
33.0
:..' I V-.
e E -rP eN e-
Do WJY -rO 4 r- A4,47ZO&We
.7W 4&y wave, 4i,47-cg,'-4c fs 6,v&w,,t7-eee-4
epEpa CA.)—, Ar
,;5/And HOW -1014Srl-'Z- A"
.:r 1'
"011

_ aF caROLINa .:
LEWIS & JOHNNY TATUM (9) 720 FINISHING HOUSES
STATE ROAD #1507 - BLADEN COUNTY
DIRECTIONS: FROM AMMONS, TAKE HWY. # 242 APPRX: 2 MILES,
TAKE A LEFT ON TO STATE ROAD # 1506, TAKE THE DIRT ROAD TO THE
LEFT, STATE ROAD # 1507 (CULBERTH SMITH ROAD), FARM WILL BE .05
MILES ON THE LEFT.
MAILING ADDRESS:
LEWIS & JOHNNY TATUM
RT. 2 BOX 14
ELIZABETHTOWN, NC 28337
TATUM INSULATION [phone]
JOHNNY TATUM H# [phone]
JOHNNY TATUM W# [phone]
SHIPPING ADDRESS:
LEWIS & JOHNNY TATUM
STATE ROAD # 1507
WHITE OAK, NC 28339
BROWN, 'S of CAROUNA. INC.
;n: FASI .'nl I.000 STREET • P.0 Ro( 1S- `A ARS VA', � l' -- • . • ,._ .- nrr rcr ,l �, `yZ-_'IM • FAX: ,`ll` i 107-4726

OPERATION AND MAINTENANCE PLAN
®_®s__m-----------------------
This lagoon is designed for waste treatment (permanent storage) with
min. odor control. The time required for the planned fluid level to be
reached (permanent + temporary storage) may vary due to soil conditions
flushing operations, and the amount of fresh water added to the system.
The designed 6 months temporary storage is an estimated volume
based on: 1) waste from animals; 2) excess rainfall after evaporation;
and 3) the largest 24 hour (one day) rainfall that occurs on the
average of once every 25 years. The volume of waste generated from
a given number of animals will be fairly constant throughout the year
and from year to year. This estimate is based on 7 inches of excess
rainfall which is -equal to or exceeds the highest 6 months excess in
a year. The -average annual excess rainfall is approximately 8 inches.
Therefore, an average of 8 inches of excess rainfall will need to be
pumped each year. The 25 year rainfall will not be a factor to consider
in an annual pumping cycle, but this storage volume must always be
available. A maximum elevation is determined in each design to begin
pumping and this is usually the outlet invert of pipe(s) from
building(s). If the outlet pipe is not installed on the elevation to
begin pumping, a permanent marker must be installed on this elevation
to indicate when pumping should begin. An elevation must be established
to stop pumping to maintain minimum treatment depth (6 feet).
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. It is strongly recommended that the treatment lagoon be pre -
charged to 1/2 its capacity to prevent excessive odors during
start-up. Pre -charging reduces the concentration of the initial
waste entering the lagoon thereby reducing odors. Solids should be
covered with effluent at all times. When precharging is complete,
flush buildings with recycled lagoon liquid. Fresh water should not
be used for flushing after initial filling.

2. The attached waste utilization plan shall be ivllowed. This
plan recommends sampling and testing of waste (see attachment)
before land application.
3. Begin pump -out of the lagoon when fluid level reaches eleva-
tion 43.3 as marked by permanent marker. Stop pump -out when
the fluid level reaches elevation 41.0 or before the fluid depth is
less than 6 feet deep (this prevents the loss of favorable
bacteria). The design temporary storage, less 25 year storm
is 303984 cubic feet or 2273803 gallons. As stated before, this
volume will vary considerably from year to year.
4. The recommended maximum amount to apply per irrigation is
one (1) inch and the recommended maximum application rate is 0.3
inch per hour.
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.
8. Keep a minimum of 25 feet of grass vegetated buffer around
waste utilization fields adjacent to perennial streams. Waste will
not be applied in open ditches. Do not pump within 200 feet of a
residence or within 100 feet of a well.
9. The Clean Water Act of 1977 prohibits the discharge of
pollutants into waters of the United States. The Department of
Environment, Health, and Natural Resources, Division of Environ-
mental Management, has the responsibility for enforcing this law.

OPERATION & MAINTENANCE PLAN
Proper lagoon liquid 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 the thunderstorm season in the summertime. This means
that at the first signs of plant growth in the later winter/early spring, irrigation according to
a farm waste management plan should be done whenever the land is 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
irrigate 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 fertilizer 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:
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 of 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 or 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 inflow 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 occour 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.

Management:
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
Maintain lagoon liquid level between the permanent storage level and
the full temporary storage level.
Place visible markers or stakes on the lagoon bank to show the
minimum liquid. level and the maximum liquid lever (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.
Do not pump the lagoon liquid level lower that 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.
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 phosphores, 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.
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.

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

PHOI a MiNM ER.S 4' 4 -
�+�C-�CYt�L��i�Cs���li SYSTEci+f 9I I • ..� -
SWCD 100 SG4
m►cs_/_O&dz&5-
-• = This gL---, will be imple:,:e:,te-d in the evert t,Lt wastes from your operation are I �
overffowirss or running of site. You should not wait until wastes reach sur cr , or leave
Your grope-�• to consder that you have a problem. You should make every effort to ensure t at
this does not happe3- Otis Dian Shaul ' b nost-d;r in aee-sa`bte tacatio:r fir i1 1 v
The fallowinga are some action sterns you should take. -
I- Stop the re?. zse of wastes. Depending on the situa*ion, this may or may- not be gassiole:
Suszested responses to some possible problems are listed below.
A I.agaon overfow--poss" le solutions are:
• a. Add soa to bennn to inverse elevation of da,i.
b. PUMP waste to fields at a*r acceptable rate.
C. Stop all flows to the lagoon immediately.
d. Call a pur pia ccatractor.
e. Make stare no szr7acz orate: is eCterng lagoon
B. P-=Cc- fi'arn wasee appUcadon field -actions include:
a Ir„rediately slap, orate ap-Ducrtion. ,
b. Creme a temporary dive ;onto Colitzin waste.
e. Incargorate orate to reduce rurcF-
:.:3,• d. Evaluate and a? r1mna+e the reason(s) that caused the runafF.
e. Evzlt}`te the application rates for the Lelds where runoff occurred.
C. Leakage from the wzs e pipes and spr'.nklera-?ction include:
a Stop recycle purp.
b. Stop irrization pt=p. :
C. Close va?ves to eamivate ffiyr�er &,zcha6-e.
d. Fe -air all leaks prior to res-,�,.ng pumps. Cq �
We VFri _ :.

D. L --cage frorn Mush systems, houses, solid separators-acton include:
a. Stop reoyc?e pump.
b. Stop iriga*iaa pump.
c• Make Sure no siphon 0(:curs.
d_ Stop sII flows in the house, Sash systems, or solid separator,,
e. Repair all leak-s prior to restar—ng pumps.
E. Le_kc=ge Lae base or s;dewz?1 of Ia--- Oi-ea this is seepage as opposed to $awing
leaks-pass-cle action:
a. Dig a s.n all wen or ditch to catch a1 seepage, put in a submersible pump, and pump
back to lagoon.
b. If hales are caused by burrawi-tg animals, trap or remove animals and fill holes and
compact with a clay type soil.
C. Nave a professional evaluate the condition of the side walls and Iagoon bottom as soon
as possible.
2. Assess the.ecter,t of the sp%1 and note any obvious damages.
a_ Did the waste 're"ach any surface waters?
b. Approximately how mucks was released and for what duration?
c. Any da.=rage noted, Such as employee injury, fish kills, or property damage?
d. Did the spill leave the property?
e_ Does the s. Ul have the potential to reach surface water?
f. Could a future rain event cause the spill to reach surface water?
g. Are potable water wens in danger (either on or OF, of the property)?
h. How much reached surface
3. Comsat appropriate agencies.
a. During normal business hour, call your D WQ (Division of Water Quality) regional of c;;;`
Phone /DVL After hour, emergency number If 7•�':I 3f36 Your phone =2
should include: your name, fa -Hty, telephone number, the details of the incident from item
_ 2 above, the exact location of the fariliry, the location or dire on of raoveazcat of the spill,
weather and wind conditions. The corective measures that have been tmder,3ak--qand the
seriousness of the Situation.
b. L spill leaves property or enters sue ce water, call Iocal Ili tS Phone rium_ber 911.
C. LLStruct E;YfS to contact local Health Department.
d_ Contact CES, phone number 11,9 W, S"9 lac_I SWCD office phone cumber
DO 42- 693E and loc-1 1vTRCS of ice far advicwitechnical assrs=ce phone number
4. If none of the above works, c :1911 or the Sheriffs Department and explain yourproblern to
then and ask that person to contact the proper agencies for you.

�. Coates tineOcEtmictor Of y®ur choice to beZim repair of p
ro
�� = 111 IAA bte:rr to aurzrr �r of ,zte dam.
�. a xm Naze:
b. Coatrac-.or;=Addr=: _
o_ Ccutra&,ars Phone:
6. Co$iact the technical Spy who Cerd5ed the Ing(3®rc i t CS, Conszci ag ` r�
n , etr.)
.. a. Name: /IM
b. Phone:.
7, Iazpleazeat procedures as advised by 1)WQ and tec�c.al �assis+�cd ageaeies to r�'" the
d=agS repair the syste;a, and reass= the wje management plan to % problea:.s with
release of Wastes Emffi happening asmuL

Swine Farm Waste Management — Odor Control Checklist
INSTRUCTIONS FOR USE
Permit No.: j L/
Date:
Owner Signature:
♦ Odor Control Checklist is required by General Statute 143-215.10C(e)(1)
♦ Check any/all the BMPs you will implement on this facility. Items checked/selected become a requirement of the CAWMP.
♦ Items in bold or pre -selected are required.
♦ Add any site -specific details related to the selected BMPs
0 Include any other odor control measures not listed
0 NOTE: Not all BMPs may be cost-effective for every facility. Evaluate each BMP prior to selecting for your facility.
Cause/Source BMP Option to Minimize Odor Comments Site Specific Practices
1_I;T'A&1M'TF
♦ Swine Production
❑ Maintain vegetative or wooded buffers at or
. Traps dust and gases, provides dilution
near property boundary
and visual screening
• May require third party input/approval
♦ Improper drainage
❑ Grade and landscape so water drains away
• Reduce odors and vectors that occur
from facilities and prevent ponding
with stagnant conditions
❑ Maintain farm access roads and prevent traffic
o Prevents spillage during transport and
in waste application area
tracking of waste onto public roads
❑ Other BMPs — please describe
MORTALITY MANAGEMENT
♦ Carcass
® Dispose of mortality using method approved
• Required by statute and permit
Decomposition
by NCDA&CS State Veterinarian. Manage
o May require third party input/approval
According to CAWMP (Mortality Management.
Checklist) and "permit(s).
❑ Put carcasses in refrigerated (or freezer) dead
boxes within 24 hours for short-term mortality
storage.
♦ Incomplete Incineration
❑ Use incinerators with secondary burners for
® Reduce odors by complete incineration
complete combustion.
❑ Other BMPs — please describe
Swine AMOC
Page 1 of 6 APPROVED — 7/25/2019

Swine Farm Waste Management — Odor Control Checklist
Cause/Source BMP Option to Minimize Odor Comments
HOUSE / BARN — WASTE HANDLING
♦ Flush tanks
❑ Install flush tank covers
♦ Odorous Gases
❑ Flush pits at least 4 times per day
♦ Partial microbial
❑ Empty pits at least once every 7 days
decomposition
❑ Underfloor flush with pit ventilation
♦ Agitation of wastes
❑ Install/extend fill lines to near bottom of
tanks with anti -siphon vents
❑ Install covers on outside waste collection or
junction box
❑ Install sump tank covers for lift stations
♦ Ammonia
❑ Flush/recharge with treated effluent
❑ Treat waste in pits with proven biological or
chemical additive
❑ Other BIVIPs — please describe
HOUSE / BARN — FLOOR. AND INDOOR SURFACES
♦ Manure covered floors ❑ Scrape manure from alleys into pens daily
❑ Install fully slotted floor system
❑ Install waterers over slotted floor area
❑ Install feeders at high end of solid floors
♦ Odorous Gases ❑ Scrape manure buildup from floors and walls
❑ Keep floors dry
❑ Install underfloor ventilation for drying
❑ Replace bedding/scrape at frequency to
keep bedding dry
❑ Other BMPs — please describe
• Pit -flush systems
• Pit -flush systems
• Pit -recharge or "pull -plug" systems
• Monitor for any solids accumulation in pit.
• Will move with other manure via pits
• Where applicable
• Aids in animal cleanliness
•Aids in animal cleanliness
• Solid floor/bedding systems
Permit No.:
Site Specific Practices
Swine AMOC Page 2 of 6 APPROVED — 7/25/2019

Swine Farm Waste Management — Odor Control Checklist
Cause/Source BMP Option to Minimize Odor
HOUSE / BARN — VENTILATION
♦ Dust ❑ Clean fans regularly — specify frequency
♦ Volatile/odorous gases ❑ Efficient air movement
Permit No.:
Comments Site Specific Practices
❑ Install temperature and humidity sensors to
control ventilation
❑ Treat barn exhaust • Examples: biofilters, wet scrubbing, windbreaks
• May reduce ventilation rate depending on method
❑ Other BMPs — please describe
ROUSE / BARN — FEED
♦ Dust ❑ Install feed covers
0 Adsorbed Gases M Keep outdoor feed storage covered except
When necessary to add/remove feed
❑ Minimize free -fall height of dry feed
❑ Install feed delivery downspout extenders
to the feed covers
❑ Remove spoiled/unusable feed on regular basis
❑ Feed pellets instead of dry meal
-❑ Use feed additives
0 Ammonia ❑ Use feed -reduced crude protein diet
❑ Other BMPs — please describe
HOUSE / BARN — GENERAL
0 Dust ❑ Install temperature and humidity sensors
0 Odorous Gases to control ventilation
❑ Use ultraviolet light to treat indoor air
❑ Use indoor or outdoor electrostatic space
charge system
❑ Other BMPs — please describe
• Required by rule 15A NCAC 02D .2802
• May require third party input/approval
• May require third party input/approval
• May require third party input/approval
• Maintain relative humidity at 40 to 65%
• Can be used to treat exhaust air
Swine AMOC Page 3 of 6 APPROVED — 7/25/2019

Swine Farm Waste Management — Odor Control Checklist Permit No.:
Cause/Source BMP Option to Minimize Odor Comments Site Specific Practices
LAGOON / WASTE STORAGE STRUCTURE
♦ Volatile Gases ® Maintain proper lagoon volume
❑ Minimize free -fall height of waste from
discharge pipe to lagoon surface
❑ Extend discharge point of pipe to below lagoon
liquid level
❑ Maintain proper surface area -to -volume ratio
❑ Use correct lagoon start-up procedures
❑ Aerate for odor control
❑ Manage sludge levels based on annual sludge
survey as required by permit
❑ Keep spilled feed or foreign debris out of lagoon
to prevent excess sludge accumulation
❑ Install/use solids separation system
❑ Use proven biological or chemical additives
❑ Use permeable lagoon covers (not a digester)
❑ Use impermeable lagoon cover or
anaerobic digester
❑ Other BMPs — please describe
LAND APPLICATION
♦ Odorous gases ® Perform land application in accordance with
CAW M P
♦ Wind drift ® Pump intake near lagoon surface
❑ Pump from second stage lagoon
❑ Follow good neighbor policy
❑ Operate at minimum recommended pressure
❑ Increase setbacks beyond those required by
statute, rule, or permit
Sufficient liquid volume/depth is required
for proper anaerobic treatment
• Use caution not to scour or damage lagoon liner
• Monitor for any increase in rate of solids accumulation
• Methane can be flared if not utilized
• Required by rule 15A NCAC 02D .1802
.Avoid application on known weekends,
special days, or holidays/eves if possible
Swine AMOC Page 4 of 6 APPROVED — 7/25/2019

Swine Farm Waste Management — Odor Control Checklist
Cause/Source BMP Option to Minimize Odor
LAND APPLICATION (CONTINUED)
SLUDGE DISPOSAL
♦ Odorous gases
❑ Apply during favorable wind conditions,
(especially for traveling guns or impact
sprinklers)
❑ When practical, apply waste on sunny days
rather than cool, overcast days
❑ When possible, apply waste mid -morning to
late -afternoon
❑ For traveling guns, use taper -ring or taper -bore
nozzles
❑ For traveling guns, use largest -available nozzle
that provides acceptable application uniformity
❑ Replace impact sprinklers with low -drift nozzles
on center pivots and linear move systems.
❑ Use hose -drag system
❑ Use injection method for waste application
❑ Other BMPs — please describe
❑ Transport sludge in covered vehicles or tankers
❑ Apply in thin, uniform layers
❑ Incorporate land -applied sludge as soon as
practical after application, and in accordance
with permit.
❑ Use injection method for sludge application
❑ Dewater sludge prior to application
❑ Use alternatives to land application, such as
compost, gasification, energy generation, etc.
❑ Other BMPs — please describe
Permit, No.:
Comments
• Recommend checking predicted average hourly
wind speed within 24 hours prior to
anticipated start
• Allows for vertical dissipation of odor
• Allows for better vertical dissipation of odor
• Less odor and drift than ring nozzles
• Speeds drying and prevents ponding
• Required within 48 hours or prior to next rain event,
whichever is first, for conventionally tilled
bare soils
Site Specific Practices
Swine AMOC Page 5 of 6 APPROVED — 7/25/2019

ADDITIONAL INFORMATION
Air Management Practices Assessment Tool (AM PAT)
AHG-538-A Certification Training for Animal Waste Management Systems: Type A
EBAE 103-83 — Lagoon Design and Management for Livestock Manure Treatment and Storage
EBAE 128-88 — Swine Production Facility Manure Management: Pit Recharge -Lagoon Treatment
EBAE 129-88—Swine Production Facility Manure Management: Underfloor Flush -Lagoon Treatment
EBAE Fact Sheet — Calibration of Manure and Wastewater Application Equipment
EBAE Fact Sheet — Swine Production Farm Potential Odor Sources and Remedies
NC NRCS Standard 359 — Waste Treatment Lagoon
NC NRCS Standard 380 — Windbreak/Shelterbelt Establishment
NC NRCS Standard 422 — Hedgerow Planting
NC NRCS Standard 442 — Sprinkler System
Nuisance Concerns in Animal Manure Management: Odors and Flies; PRO107 1995 Conference Proceedings
Options for Managing Odor: A Report from the Swine Odor Task Force
AVAILABLE FROM:
www.extension.iastate.edu/ampat/
NC Division of Water Resources
www.bae.ncsu.edu
www.bae.ncsu.edu
www.bae.ncsu.edu
www.bae.ncsu.edu
www.bae.ncsu.edu
www.nres.udsa.gov
www.nres.udsa.gov
www.nres.udsa.gov
www.nres.udsa.gov
Florida Cooperative Extension Service
NC State University
Swine AMOC Page 6 of 6 APPROVED — 7/25/2019

Version —November 26, 2018
Mortality management Methods
Indicate which methods) will be implemented.
When selecting multiple methods indicate a primary versus secondary option.
Methods other than those listed must be approved by the State Veterinarian.
Primary Secondary Routine Mortality
® ® Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal
death. The burial must be at least 300 feet from any flowing stream or public body of water
(G.S.106-403). The bottom of the burial pit should be at least one foot above the seasonal
high water table. Attach burial location map and plan.
® ® Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B .0200.
U
7_1 Rendering at a rendering plant licensed under G.S. 106-168.7.
® ® Complete incineration according to 02 NCAC 52C .0102.
® ® A composting system approved and permitted by the NC Department of Agriculture & Con-
sumer Services Veterinary Division (attach copy of permit). If compost is distributed off -farm,
additional requirements must be met and a permit is required from NC DEQ.
® In the case of dead poultry only, placing in a disposal pit of a size and design approved by the
NC Department of Agriculture & Consumer Services (G.S. 106-549.70).
a a Any method which, in the professional opinionjof 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
1�ignatu�_ of Technical Specialist
0�
Date
I?&�.
Date

AppAcation Timing of uro en
Small Grain
Total
Month % N To Apply %N Applied
September
5
5
October
10
15
November
9
24
December
6
30
January
8
38
February
12
50
March
19
69
April
20
89
may
11
100
Berm uda-q rass
Total
Month % N To Apply %N Applied
March
4
4
April
8
12
May
13
25
June
20
45
July
23
68
August
18
86
September
10
96
October
4
100

f3rylPs
Mortality Management "Nlethods
(chtxk which mctliod(s) arc M112� implemented)
CI Burial three- feet beneath the surface of the ground within 2=1 hours after
knowledge or the death. The burial must be at least 300 feet from any Flowing
stream or public body of neater. "
�Ydj Renderin! at a readerinq plant licensed under G.S. 106-163.7
❑ Complete uicineration
Cl In the case of dead poultry only, placing ` in a disposal pit of a size and'desi-n
approved by the Department of Azriculturc
❑ Any method which in the professional opinion of the' State Veterinarian would
make possible the salvage of part of a dead animal's value without endangering
human or animal health. (Written approval of the State Veterinarian must be
attached)
Insect Control Checklist for Animal ®d)erations
('°ttsc 11111t's 1(► C(lnll•tll IllYeelSi��l - ••�Slle Sllt.'l•Ifle 1°raclgcta
Liquid Systems
I lush Ciuners AccunulL•tlion of solids O blush sysleut is designed and uperaled
sllflicienlly to rt:nlovc a►cclnuul;llctl solills from
9tlllers as dcsiglted.
® ltelllove brilighig; of accllllllllaletl solitls ill
discharge
L;;gnuns and 1'ils G•usletl hulids Mttinittin lugnons° sealing b;lsius and pill whet(;
pest breeding is apparclll to nliniulize 111v
crusting; of solitls to a depth of no more lhno 6 e
_ inches over n►ore lhan 30% of surface.
I:Accssivc Veg�l;ttive 1)ccuying; veget�llio'1 Maintain vegetative cooll•ol along; hunks of
(ila►lsth lagoons and other inlpoundnlcnls to prevent
accunullalion ofdecnyblg vegetative lnaller
along %valer's edge ou inlpotindnlcul's perioleler.

Swine Farm Wasto Managoment Odor Conirol Checklist
Suurr� CMISC 111111's l0 1111nbulcc (]dur -
fantusleaul Silt Sect lfic I'rnrllecs
• Swine ptodueliotl Vcgclalivt: or wooded buffers;
Iteconurleodcd,best managentcnl pracdccs;
Good judgment and comn►on sense
Annual body suo faces 0 nirly n►anure-covered alrimals I]ry floors
flour sit faces Wcl ownurc-covcrcd floors Slullcd !loots;
,Pi Walcrers localcd over slollcd floors;
Manurc collection Nils
• thine;
• Parlial microbial decomposition
L1 feeders al high cud of solid floors;
L-1 Scrape n►anure buildup from floors;
nticrfloor vcnlilaliorl for drying
frequcnl manure removal
or scrape;
flusl , pil recharge,
_ f_1 . Underfloor venlilalion
W11 il.1liun exlaalll laps Vulalilc gases;
fnu nriiult:naucl:;
Dust I lillicienl air movement
luduur surfuccs Uusl J Wash(lown bvl%vccit groups of animals;
Cl I t:ctl additives;
C7 I -cutler covers;
L7 feed delivery downspout exlcnders In feeder
_ covers
Flush looks Agilaliun of recycled lagoon L1 Flush look covers;
litplitl while dunks are (illiug O lixlclltl Fill links to near ballom oflaadas will
lulli-siphon vents
flusl alleys Agilaliuu during waslewalur L1 Underfloor nosh will model-nnor veolilatliolo
cortveyallou
Pil lecharge points • Agilalion bf recycled lagootl Gl Extend recloirge lilies It near bullonl of pits
liquid wllllc Ails are filling wish anti -siphon vcnls
Lill Mallon." a Agiluliou during stoop lurk Gl Suntp look covers
filling and drawdovn
0111sidts drain collection Agilalion during wuslcwaler Cl Dox covers
ur jwlcliml buxes Conveyance
AN10C; • t",yumber 11, I9tM, Pap

Source Curlse
End of drain ri les a1 • 11M1's Ili Minhltiie ndol' -� S(I1 Specific Practices
I ( At,ilatiou during waslewi ler CI Exlcnd discharge point of pipes underneath
lacnoll conveyance
lagoon lilplld level
I-ugolln surfaces 0 Vol•Ilil •
t,us ultlssloos,
• Biological ntixillg;
• Acil:Uinrl
liurt surinLlcr tl�„I• ,,................:....e- -
'roper lagoon liquid capacity;
Correct lagoon slarlup proccdllres;
Miu(nulm surface area-lo-volume ratio;
v�7 Minimum agitation whcn.pumping;
C7 Mcchanlcal acralion;
0 Proven biological additives
a -- ••V•a•aua,oe, Vi Irrigate tell illy dilys With 11111e or im wind;
no�zlcs Wind drift
e o 1
tYt Miniluum recommended operating pressure;
Pump intake scar lagooll liquid surface;
C, d'ump front second -stage lagoon S1511'Uge lank air b;rsirl • I'urlial luicrul,ial decant rusitiun
surflcc t n 11ollom or midlevel luading;
• Mixing tvll(le Cllillg; Cl 'I'llllk cnvcrs; • '
• Agitation when enrplyhtg El Basin sur%Ice mats of solids;
Cl Proven Iriologicul additives or oxidallls
IG ❑ I?xlend drainpipe nullels mulcrocatb liquid
level;
0 Remove scllled solids regularly
CI Soil injection of slurry/shulges;
LI Wasll'residual mamtre from spreader after use;
rl Proven biological additives or oxidants
C] So injccliun ol'shllry/sludges
El Soil incorporation ►vilhiu IS hrs.;
Cl Spread in Ibiu 11111rorm layers filr rapid drying;
f1 Proven biological additives or oxidants
Dead l►nillials a Carcass Lcomposilioll ,
_ 1 roper disposition ol'curcasscs
Dead eminent disposal Carcass decompusili°ll ❑ Courplcic coverinl; of carcasses in burial pits;
bits
I_I Proper locntiou/collsirlle,inrt ofdispnslll pits
lotcincr�turs lucumplcic cumluusltun .
C] Secondary stack Immers - —
Scllliug basic sprGlce
Mamlre, sherry ur sludge
spreader oul leis
• Purlial tllicrobial deconrposil
• Mixing wllilc filling; -
• Agilullon wlierr emptying
Agilulion when spreadinc;
Volalilc gars emissions
Ilacovered malullep . Volatile gus emissions lvllilc
Slimy or sludge un ricld drying
sill laces
AIvIQC "Irvcntber 11, 1996, I'aao I

5uiucc _ Cause .
S�an� �ilcr aruwiij .' I1i411's to hiinlinizc Oder .
hupruperdramage; Site Specific 1'riclices
Microbial decomposition of
laciliiies Grade and landscapu such Ili -it xvatcr drains
• away from facililics
organlc loaller
hlanure tracked unlo Poorly uiaiulaincd access roads Fanu access road r' ' d maiulenauce
puhli� roads linen faint
acccss
Aihlilional Infonnnlioo :
Swiuc Mlauure Mana(;enienl ; 0200 llnlc/13MP Packet Available I-mm
S►vine l'roducilun Funu Polentlal Odor Sourccs and Itentedics ; EIME Pact Sbcel NCS11, County Exleusiun Cenler
S+vine Production Facility Manure Management: Pit Recliarge - I.agnolr'I'realmcnl ; I:I]Ali (28-88 NCSI1- IIAI;
Swine I'rnducliun F;icilily Ivlinnne Management: Underfloor Flush - Lagoon Trealment ; l:DAli 129-8II 1JCS1.1-IIAI;
Lagoon Design and Management for Livestock Maunre'frcatment and Siorage ; EIIAH 103-83 NCSI1 - IIAIs
Calibration of Manure and Wastewater Application ticinipnicul ; EIIAti Facl Slice' NCSIJ - [JAI;
Cuotrulling Odors from Swine 1]uildiogs ; PI11-33 NCSI1- ]JAI-.
I:nvironniculol Assurunce Program ; NI'I'C Manual NCSIJ - S4vinc Extension
0pt(ous fur hlauuging Odor; n report froth the Swine Odor Tusk Force NC Turk PrUdlicers Assoc
Flu(sance Cnncenis in Animal Mauurc Managelttent: Odors aml Flies ; I'RO107, 1995 Couferencc Proceedings NCSU Agri Cnnil11,n1iCallolls
G Florida Cunperalive Extension
AMt IC • November I (� 19'J6, 1'itge 5

DEVICES TO AUTOMATICALLY STOP HMIGATION EVENTS
STATE GENERAL PERMITS
The State of North Carolina has issued State General Permits for animal facilities to operate in North. Carolina. These
Permits meet both State and EPA requirements and provide coverage for the following types of facilities.
• AWG100000 - Swine Facilities
AWG200000 - Cattle Facilities
• AWG300000 -Poultry Facilities with a liquid waste management system
You have recently been issued a Certificate of Coverage (COC) to operate your animal facility under one of these General
Permits.
Condition 11.24 of each ofthese Permits reads, as follows:
The Permittee shall:
a. install, operate, and maintain devices on all irrigation pumps/equipment designed to automatically stop irrigation
activities during precipitation; or
b. commit to provide for the presence of the OIC, a designated backup OTC, or a person under the supervision of an
OIC or designated backup OIC at all times during the land application of waste so that in case of a precipitation
event, the irrigation activities will be stopped immediately. This commitment must be submitted in writing to the
Division on a form supplied by, or approved by, the Division. [G.S. § 90A-471
Installation of devices or submission of alternate documentation shall be completed within 12 months of the
issuance of the COC for this General Permit. The Permittee shall maintain such devices according to the
manufacturer's instructions and warranties. This Condition does not apply to manure spreaders or other equipment
pulled by manned vehicles: [I S_A NUC 02T . 0108(b)]
Please check the box below that indicates your commitment to do one of the following.
❑ Within twelve (12) months ofthe effective date of a COC issued under this permit, I shall install, operate and maintain
devices on all irrigation pumps/equipment designed to automatically stop irrigation activities during precipitation.
This condition does not apply to manure spreaders or other equipment pulled by manned vehicles.
I will commit to provide for the presence of the Operator in Charge (OIC), the designated backup OIC, or a person
under the supervision of an OIC or backup OIC at all times during the land application of waste.
"I certify under penalty of law that this document was prepared under my direction or supervision in accordance with a
system designed to assure that qualified personnel properly gather and evaluate the information submitted. Based on my
inquiry of the person or persons who manage the system, or those persons directly responsible for gathering the information,
the information submitted is, to the best of my knowledge and belief, true, accurate, and complete. I am aware that there are
significant penalties for submitting false information, including the possibility of fines and imprisonment for knowing
violations"
(A i- U Var rns
Facility Name
a
Owner/Permittee Name and Title (type_ Print) J
gnature of Owner/Permittee -T
Signature of Operator in Charge (if different from Permittee)
Mail to:' Animal Feeding Operations
1636 Mail Service Center
Raleigh, NC 27699-1636
®TASTE 1-22-2020
q-lq
Permit Number
date `
Date