310253_Application_20240401

ROY COOPER
Governor
ELIZABETH S. BISER
Secretary
RICHARD E. ROGERS, JR.
Director
Jonathan Tripp Quinn
Tripp Quinn Farm
1273 N Williams Rd
Pink Hill, NC 28572
�Q.
.R"
NORTH CAROLINA
Environmental Quality
February 12, 2024
Subject: Application for Renewal of Coverage for Expiring State General Permit
Dear Permittee:
RECENM
MAR 2 9 2024
NC DEQ/DWR
Central Office
Your facility is currently approved for operation under one of the Animal Waste Operation State Non -Discharge General Permits,
which expire on September 30, 2024. I_n order to ensure your continued coverage under the State Non -Discharge General
Permits. you must submit an application for permit coverage to the Division of Water Resources (DWR) by April 3, 2024.
Enclosed you will find a 'Request for Certificate of Coverage for Facility Currently Covered by an Expiring State
Non -Discharge General Permit." The application form must be completed, signed by the Permittee, and returned to the DWR by
April 3, 2024.
Mailing Address: NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699 1636
Email: [e-mail]
phone: [phone]
Please note that you must include one ill conv of the Certified Animal Waste Management Plan ICAWMPI with the
completed and signed application form. A list of items included in the CAWMP can be found on pare 2 of the renewal
application form.
Failure to request renewal of your coverage under a general permit within the time period specified may result in a civil penalty.
Operation of your facility without coverage under a valid general permit would constitute a violation of NC G.S. § 143-215.1
and could result in assessments of civil penalties of up to $25,000 per day.
Copies of the animal waste operation State Non -Discharge General Permits are available at
www.deg.nc.P,ov/animalpennits2024. General permits can be requested by writing to the address above.
If you have any questions about the State Non -Discharge General Permits, the enclosed application, or any related matter please
feel free to contact the Animal Feeding Operations Branch staff at 919-707-9129.
Sincerely,
A;
Michael Pjetraj, Deputy Director
Division of Water Resources
Enclosures: Rec nest for Certificate of Coverage for Facility Currently by an Ex iby an Erring State Non -Discharge
General Permit
Nor#hCarolivaDepartmentafE=imnmeuta]Quality DisisionofWaterResources
512North SalisbmTStr+erl 1634 Mail SwriceCenNr Ralei,*kNorthCaroHu24699-1636
- ~" 919:16^9i29

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Animal Waste Management Systems
Request for Certification of Coverage
Facility Currently covered by an Expiring Sate Non -Discharge General Permit
On September 30, 2024, the North Carolina State Non -Discharge General Permits for Animal Waste Management Systems will
expire. As required by these permits, facilities that have been issued Certificates of Coverage to operate under these State
Non -Discharge General Permits must apply for renewal at least 180 days prior to their expiration date. Therefore, all applications
must be received by the Division of Water Resources by no later than April 3, 2024.
Please do not leave any question unanswered Please verify all information and make any necessary corrections below.
Application must be signed and dated by the Permittee,
1. Certificate Of Coverage Number: AWS310253
2. Facility Name: Trine Quinn Farm
3. Permittee's Name (same as on the Waste Management Plan): Jonathan Tripp Quinn
4. Permittee's Mailing Address: 1273 N Williams Rd
City: Pink Hill State: NC
Telephone Number: 910-298-3926 Ext. E-mail:
5. Facility's Physical Address: 1175 N Williams Rd
City: Pink Hill State: NC
6. County where Facility is located: Dunlin
7. Farm Manager's Name (if different from Landowner):
8. Farm Manager's telephone number (include area code):
9. Integrator's Name (if there is not an Integrator, write "None"):
10. Operator Name (OIC): Billy W. Houston
11. Lessee's Name (if there is not a Lessee, write "None"):
12. Indicate animal operation type and number:
Current Permit: Operations Type
Swine - Feeder to Finish
Oaeration Types:
Swine
Cattle
Wean to Finish
Dairy Calf
Wean to Feeder
Dairy Heifer
Farrow to Finish
Milk Cow
Feeder to Finish
Dry Cow
Farrow to Wean
Beef Stocker Calf
Farrow to Feeder
Beef Feeder
Boar/Stud
Beef Broad Cow
Gilts
Other
Other
Zip: 28572
Zip: 28572
Murphy -Brown LLC
Phone No.: 910-289-6093 ext 3 OIC #: 17221
Allowable Count
2,880
Dry Poultry
Non Laying Chickens
Laying Chickens
Pullets
Turkeys -
Turkey Pullet
Wet Poulin
Non Laying Pullet
Layers
Other Types
Horses - Horses
Horses - Other
Sheep- Sheep
Sheep - Other

13. Waste Treatment Lagoons, Digesters and Waste Storage Ponds (WSP): (Fill/Verify the following information.
Make all necessary corrections and provide missing data.)
Structure
Name
Structure Type
(Lagoon/Digester/
WSP)
Estimated
Date
Built
Liner Type
(Clay, Synthetic,
Unknown)
Capacity
(Cubic Feet)
Estimated
Surface Area
(Square Feet)
Design Freeboard
'Redline"
(Inches)
TQI
Lagoon
12/15/1993
Full, clay
576,780.00
64,033.00
19.50
Submit one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed
application as required by NC General Statutes 143-215.1OC(d), either by mailing to the address below or sending it via
email to the email address below.
The CAWMP must include the following components:
1. The most recent Waste Utilization Plan (WUP), sip-ned by the owner and a certified technical specialist, containing:
a. The method by which waste is applied to the disposal fields (e.g. irrigation, injection, etc.)
b. A map of every field used for land application (for example: irrigation map)
c. The soil series present on every land application field
d. The crops grown on every land application field
e. The Realistic Yield Expectation (RYE) for every crop shown in the WUP
f. The maximum PAN to be applied to every land application field
g. The waste application windows for every crop utilized in the WUP
h. The required MRCS Standard specifications
2. A site map/schematic
3. Emergency Action Plan
4. Insect Control Checklist with chosen best management practices noted
5. Odor Control Checklist with chosen best management practices noted
6. Mortality Control Checklist with selected method noted - Use the enclosed updated Mortality Control Checklist
7. Lagoon/storage pond capacity documentation (design, calculations, etc.) Please be sure the above table is
accurate and complete. Also provide any site evaluations, wetland determinations, or hazard classifications that may be
applicable to your facility.
8. Operation and Maintenance Plan
If your CAWMP includes any components not shown on this list, please include the additional components with your submittal.
(e.g. composting, digesters, solids separators, sludge drying system, waste transfers, etc.)
I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that,
if all required parts of this application are not completed and that if all required supporting information and attachments are not
included, this application package will be returned to me as incomplete.

Note: In accordance with NC General Statutes 143-215.6A and 143-215.613, any person who knowingly makes any false
statement, representation, or certification in any application may be subject to civil penalties up to $25,000 per violation. (18
U.S.C. Section 1001 provides a punishment by a fine of not more than $10,000 or imprisonment of not more than 5 years, or both
for a similar offense.)
Print the Name of the Permittee/Landowner/Signing Official and Sign below. (If multiple Landowners exist, all landowners
should sign. If Landowner is a corporation, signature should be by a principal executive officer of the corporation):
Name (Print): 0 Title: 0-'J
Signature: _ 50na4Ann , i r ; e p Qu i n h Date: 3— if, o�'l
Name (Print):
Signature:
Name (Print):
Signature:
Title:
Date:
Title:
Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
E-mail: [e-mail]
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699-1636

Nutrient Management Plan For Animal Waste Utilization
This plan has been prepared for:
Tripp Quinn Farm31253
Jonathan Tripp Quinn
1856 NC Hwy 41 &111 South
Beulaville, NC 28518
910-298-3926
12-05-2006
This plan has been developed by:
Johnny Lanier
Hygro Inc
441 Cabin Street
Pink Hill, NC 28572
910-289-6092
Type of Plan: Nitrogen Only with Manure Only
Owner/Manager/Producer Agreement
I (we) understand and agree to the specifications and the operation and maintenance
procedures established in this nutrient management plan which includes an animal waste
utilization plan for the farm named above. I have read and understand theRequired
Specifications concerning animal waste management that are included with this plan.
Signature (owner) ate
Signature (manager or producer) Date
This plan meets the minimum standards and specifications of the U.S. Department of
Agriculture - Natural Resources Conservation Service or the standard of practices adopted
by the Soil and Water Conservation Comm ission.
Plan Approved By: A-
4-echnicafspecialist Signature Date
................... .... --.----------------_.............................---.....----_..-_----------------------- ... --- ------------- --- --- - ....... ----.......... ............
659200 Database Version 3.1 Date Printed: 12-05-2006 Cover Page 1

Nutrients applied in accordance with this plan will be supplied from the
following source(s):
Commercial Fertilizer is not included in this plan.
S7
Swine Feeder -Finish Lagoon Liquid waste generated 2,669,760 gals/year by a 2,880
animal Swine Finishing Lagoon Liquid operation. This production facility has waste
storage capacities of approximately 180 days.
_
Estimated Pounds of Plant Available Nitrogen Generated per Year
Broadcast
6149
Incorporated
10560
Injected
11630
Irrigated
6684
Max Avail.
PAN (lbs) *
Actual PAN
Applied (lbs)
PAN Surplus/
Deficit (ibs)
Actual Volume
Applied (Gallons)
Volume Surplus/
Deficit (Gallons)
Year 1
6,684
7274
-590
2,905,336
-2351576
--------- -----........... ----............... --.... ..... _ ....... _.... -------- --._...... ---........ --
Note: In source ID. S means standard source. U means user defined source. - - - - - - -- -- - - - - -
* Max. Available PAN is calculated on the basis of the actual application method(s) identified in the plan for this sourr
659200 Database Version 3.1 Date Printed: 12-05-2006 Source Page 1 of 1

Narrative
This W UP has been revised to the current format as required. The PAN rate used was taken fron the
original WUP signed by Mr Quinn and dated 9/8/01.
659200 Database Version 3.1 Date Printed: 12-05-2006 Narrative Page 1 of 1

LI
Potential Leachin
Technical Guidance
w potential to contribute to soluble
None
c 2
nutrient leaching below the root Done.
>= 2Moderate
potential to contribute to
Nutrient Management (590) should be planned.
<=10
soluble nutrient leaching below the
root zone.
High potential to contribute to soluble
Nutrient Management (590) should be planned. Other conservation practices that
nutrient leaching below the root zone.
improve the soils available water holding capacity and improve nutrient use efficiency
> 10
should be considered. Examples are Cover Crops (340) to scavenge nutrients,
lSod-Based Rotations (328), Long -Term No -Till (778), and edge -of -field practices such
-�
las Filter Strips (393) and Riparian Forest Buffers (391).
659200 Database Version 3.1 Date Printed 12/5/2006
NOTE: Symbol * means user entered data
PCs Page 2 of 2

The table shown below provides a summary of the crops or rotations included in this plan for each field. Realistic Yield
estimates are also provided for each crop in the plan. In addition, the Leaching Index for each field is shown, where
available.
Planned Crops Summary
Tract
Field
Total
Acres
Useable
Acres
Leaching '
Index (LI) Soil Series
Crop Sequence
RYE
5193
Pi
1.59
1.59
N/A
Lucy
Small Grain Overseed
1.0 Tons
Hybrid BermudWass Hay
5.5 Tons
5193
P10A
2.50
2.50
N/A
Lucy
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
5.5 Tons
5193
PiOB
1.49
1.49
N/A
Lucy
Small Grain Overseed
1.0 Tons
Hybrid Bermudsgrass Hay
5.5 Tons
5193
P2
1.55
1.55
N/A
Lucv
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
5.5 Tons
5193
P3
1.27
1.27
NIA
Lucy
Small Grain Overseed
1.0 Tons
Hybrid Berraudagrass Hay
5.5 Tons
5193
P4
1.32
1.32
NIA
Lucy
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
5.5 Tons
5193
P5
2.64
2.64
N/A
Lucy
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
5.5 Tons
5193
P6
2.35
235
N/A
Lucy
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
5.5 Tons
5193
P7A
1.83
1.83
N/A
Lucy
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
5.5 Tons
5193
P713
0.90
0.90
NIA
Lucy
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
5.5 Tons
5193
P8
2.32
2.32
NIA
Lucy
Small Grain Overseed
1.0 Toms
Hybrid Bermudagrass Hay
5.5 Tons
5193
P9
2.62
2.62
N1A
Lucy
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
5.5 Tons
PLAN TOTALS: 22.38 22.38
659200 Database Version 3.1 Date Printed 12/5/2006
PCS Page 1 of 2
NOTE: Symbol * means User entered data

O lU�
U
co
e .2 a' a
r.+
E0
ca C
SO d
o o b u o
y b ..,
U
a'. o W
w
.
° � 'Q ° s o cn
�.- 4
a �.
o ; 3 °' o
c� too„
O
7 c". Vol o
O
O U ¢ O G .
U r'
.b' toN
N
2 le •Q o � w
ti •a o v
y OL _N��p• � p "CY
O �•� "' � Q R3
O O _
0 4.1
�°E�_�
CA
78 y
H o
V O O •�
3
0
0
0
o
$
0
o
0
o
d
0
o
0
d
0
d
d
0
d
0
c
CD
0
d d
d
n
c�v
eNn
vi
n
a a
�• C.
M
n
R
r
N
�
O
ri
Oh
N
c+0i
N
vNi
0000
•9d
O
N
V*
N
N
CD
0
0
0
0
0
0
0
0
0
o
d
0
0
c
o ¢
o
ao
o�
o0 co
0�
ao
a
m
o;
aq
oo
a
OR
a
°'
..+
^
_
..
G m
z
'In
O
1n
O
-n
O
h
In
N
N
n O
N In
V1
n
N
b
E
b
5
eo
Al
h
a
E
04
'E
-o
E
h
�o
E
00
'E E
'E
a
az
o
0
0
0
0
0
0
0
0
0
0
0
0
0 0
0
oz
C.
0
0
C.
0
0
0
0
0
0
0
0
0
0 0
0
tz,
°g Z
zx a
Rn
O
h
Nh
n
N
:� •8
M
M
M
M
M
M
M
f=1
�•c
Q
O
M
O
M
p
m
p
M
p
p
en
M C
M
(*,
V1
H
fA
H
Vl
F
N
H
VJ
H
f/1
H
V1
F
V1
V!
VJ
tq
(%
!A
iA Vl
N
H
F
H
F
F
H
H F
F
i
vi
v,
o
-n
vi
o
In
vi
o
kn
vi
o
vi
kn
vi
vi
C
T
T
T
T
T
T
T
T
U
•p
ul
•yO
•yOy
Vl
•C
My
'O
VyJ
•O
vy�
o '
y
y
'yA
07
R
Ci
1Ny
W
O7
06
V
l�0
Cl
N
d
lO
o'
Q�
v1
O+
�n
O
vi
O
vl
O+
�
G+
R
kn
�n
Wh
v�
1,
N
n
N
N
M
N
M
�
�
Q %n
�D M
r•i
N
N
fV
fV lV
[v
�n
of
-nVl
7
•/?
�/?
N
N
M
N
ty
In
M
In
M
N
N
N
N N
N
Q
.a
N
y
y
QO
W
W
&0
V5
h
h
W
m
a
m
m
y
'w
a
a
O
O
O
O
N
a
�'
M
a
M
a
er
a
a
In
a
In
a a
14
a
a
�
a
�
V
M
M
M
M
M
M
M
M
M
M
M
M
M
M M
M
In
to
j
rr"
f�l
e
0
IW

*'
0
0
.g .•.
O
a
Ih
m
00
�C
oho
M
a0o
n
vim•,
h
cn
V'
N
kn
lh
Go
-0
O�
N
¢
O
N
%0
N
a
o
0
o
a
o
a
o
0
0
o
4
Q"cs
p
O
G
C
C
C
C
O
s
..
0
o
a
�
o
y
a
n
o
u
as
w
oo
a,
'�
o0
CR
—
m
..
•G
G
H
o
f'•'
C
Y1
N
V7
N
h
V1
¢^
Z
N
N
a
y.
z'aS
o
®R
e
�1
ob
eb
ab
eb
ob
ob
ob
eb
F
a ffi
•�
•�
C
•E
•�
•E
•E
•k
a�
z
o
0
0
0
0
0
C.
0
�� •�
o
O
¢,�
,�
o
0
0
0
0
0
N
h
N
h
N
vOi
N
Cf •�
e+`l
M
M
M
en
O�
¢
O
er1
O
en
O
O
f �1
Vl
Vl
V1
Vl
W
f/)
Vl
C4
o
.n
V1
o
.r
v,
Vf
0
1.1%
4i
o
n
V1
C�
xxy
x
•��Nyj1
1x�1
y
—
tb
W
cm
�
xI
M
x
can
x
can Ix
coo
OMO
0.
CO+
fn
Inb
v
O
C.
N
N
N
(V
M oo,
O
OR
�
a
vi
m
b
o
C
O
O
N
N
N
N
a
.y
m
h
W)
rA
Gn
&n
y
CA
CO2
04
0.
0.
0.
Oro
..
F••
V1
VY
h
h
Yl
V1
V)
-f1
b
sue.
m
0]
E
at
O
N
O
N
h
N
N
�p
O
•�
ti
cc
0
H
E
0
t
ci
C
O
O
•L
.�
O
.L
C
O
N
o
�
z

The Irrigation Application Factors for each field in this plan are shown in the following table Infiltration rate varies
with soils. If applying waste nutrients through an irrigation system, you must apply at a rate that will not result in
nmoff. This table provides the maximum application rate per hour that may be applied to each field selected to receive
wastewater. It also lists the maximum application amount that each field may receive in any one application evert.
Irrigation Application Factors
Tract
Field
Soil Series
Application Rate
(inclimbour)
Application Amount
(inches)
5193
Pi
Lucy
0.60
1.0
5193
P10A
Lucy
0.60
1.0
5193
P10B
Lucy
0.60
1.0
5193
P2
Lucy
0.60
1.0
5193
P3
Lucy
0.60
1.0
5193
P4
LUCY
0.60
1.0
5193
P5
Lucy
0.60
1.0
5193
P6
LUCY
0.60
1.0
5193
P7A
Lucy
0.60
1.0
5193
P7B
Lucy
0.60
1.0
5193
P8
Lucy
0.60
1.0
5193
P9 ILUCY
0.60
1.0
659200 Database Version 3.1 Date Printed 12/5/2006 IAF Page 1 of 1
NOTE: Symbol * means user entered data

The following Lagoon Sludge Nitrogen Utilization table provides an estimate of the number of acres needed for
sludge utilization for the indicated accumulation period These estimates are based on average nitrogen
concentrations for each source, the number of animals in the facility and the plant available nitrogen application rates
shown in the second column
Lagoon sludge contains nutrients and organic matter remaining after treatment and application of the e.Hluent. At
clean out, this material must be utilized for crop production and applied at agronomic rates. In most cases, the
priority nutrient is nitrogen but other nutrients including phosphorous, copper and zinc can also be limiting. Since
nutrient levels are generally very high, application of sludge must be carefully applied.
Sites must first be evaluated for their suitability for sludge application Ideally, effluent spray fields should not be
used for sludge application. If this is not possible, care should be taken not to load effluent application fields with
high amounts of copper and zinc so that additional effluent cannot be applied On sites vulnerable to surface water
moving to streams and lakes, phosphorous is a concern Soils containing very high phosphorous levels may also be a
concern.
Lagoon Sludge Nitrogen Utilization Table
Crop
Maximum
PA-N Rate
lb/ac
Maximum Sludge
Application Rate
1000 gallac
Minimum Acres
5 Years Accumulation
Minimum Acres
10 Years Accumulation
Minimum Acres
15 Years Accumulation
Swine Feeder -Finish Lagoon Sludge - Standard
Com 120 bu
150
13.16
36.10
72.21
108.31
Hay 6 ton R.Y.E.
300
26.32
18.05
36.10
54.16
Soybean 40 bu
160
14.04
33.85
67.70
101.55
__..............---.........-- ---- -----.......................------- ....... ............. ----....... -- .... ....................... ........ . -................. ------.............---------------------- .:...... _...... ................
659200 Database Version 3.1 Date Printed: 12-05-2006 Sludge Page 1 of 1

The Available Waste Storage Capacity table provides an estimate of the number of days of storage
capacity available at the end of each month of the plan. Available storage capacity is calculated as the
design storage capacity in days minus the number of days of net storage volume accumulated The start
date is a value entered by the user and is defined as the date prior to applying nutrients to the first crop in
the plan at winch storage volume in the lagoon or holding pond is equal to zero.
Available storage capacity should be greater than or equal to zero and less than or equal to the design
storage capacity of the facility. If the available storage capacity is greater than the design storage capacity,
this indicates that the plan calls for the application of nutrients that have not yet accumulated If available
storage capacity is negative, the estimated volume of accumulated waste exceeds the design storage volume
of the structure. Either of these situations indicates that the planned application interval in the waste
utilization plan is inconsistent with the structure's temporary storage capacity.
A4vailahle Waste gtnravP f anarity
Source Name I Swine Feeder -Finish jAgoon Lir uid
Design Storage Capacity Da s
Start Date 1911
180
Plan Year
Month
Available Storage Capacity (Days)
1
1
64
1
2
48
1
3
96
1
4
133
1
5
169
1
6
180
1
7
180
1
8
166
1
9
153
1
10
134
1
11
110
1
12
85
* Available Storage Capacity is calculated as of the end of each month.
659200 Database Version 3.1 Date Printed: 12-05-2006 Capacity Page 1 of 1

Required Specifications For Animal Waste Management
I. Animal waste shall not reach surface waters of the state by runoff, drift,
manmade conveyances, direct application, or direct discharge during
operation or land application. Any discharge of waste that reaches surface
water is prohibited.
2. There must be documentation in the design folder that the producer either
owns or has an agreement for use of adequate land on which to properly
apply the waste. If the producer does not own adequate land to properly
dispose of the waste, he/she shall provide evidence of an agreement with a
landowner, who is within a reasonable proximity, allowing him/her the use
of the land for waste application. It is the responsibility of the owner of the
waste production facility to secure an update of the Nutrient Management
Plan when there is a change in the operation, increase in the number of
animals, method of application, receiving crop type, or available land.
3. Animal waste shall be applied to meet, but not exceed, the nitrogen needs
for realistic crop yields based upon soil type, available moisture, historical
data, climatic conditions, and level of management, unless there are
regulations that restrict the rate of applications for other nutrients.
4. Animal waste shall be applied to land eroding less than 5 tons per acre per
year. Waste may be applied to land eroding at more than 5 tons per acre per
year but less than 10 tons per acre per year provided grass filter strips are
installed where runoff leaves the field (see USDA, NRCS Field Office
Technical Guide Standard 393 - Filter Strips).
5. Odors can be reduced by injecting the waste or by disiang after waste
application. Waste should not be applied when there is danger of drift from
the land application field.
6. When animal waste is to be applied on acres subject to flooding, waste will
be soil incorporated on conventionally tilled cropland. When waste is
applied to conservation tilled crops or grassland, the waste may be
broadcast provided the application does not occur during a season prone to
flooding (see "Weather and Climate in North Carolina" for guidance).
659200 Database Version 3.1 Date Printed: 12/5/2006 Specification Page 1

7. Liquid waste shall be applied at rates not to exceed the soil infiltration rate
such that runoff does not occur offsite or to surface waters and in a method
which does not cause drift from the site during application. No ponding
should occur in order to control odor and flies.
S. Animal waste shall not be applied to saturated soils, during rainfall events,
or when the soil surface is frozen.
9. Animal waste shall be applied on actively growing crops in such a manner
that the crop is not covered with waste to a depth that would inhibit growth.
The potential for salt damage from animal waste should also be considered.
10. Nutrients from waste shall not be applied in fall or winter for spring planted
crops on soils with a high potential for leaching. Wastelnutrient loading
rates on these soils should be held to a minimum and a suitable winter cover
crop planted to take up released nutrients. Waste shall not be applied more
than 30 days prior to planting of the crop or forages breaking dormancy.
11. Any new swine facility sited on or after October 1,1995 shall comply with
the following: The outer perimeter of the land area onto which waste is
applied from a lagoon that is a component of a swine farm shall be at least
50 feet from any residential property boundary and canal. Animal waste,
other than swine waste from facilities sited on or after October 1,1995, shall
not be applied closer that 25 feet to perennial waters.
12. Animal waste shall not be avvlied closer than 100 feet to wells.
13. Animal waste shall not be applied closer than 200 feet of dwellings other
than those owned by the landowner.
14. Waste shall be applied in a manner not to reach other property and public
right-of-ways.
15. Animal waste shall not be discharged into surface waters, drainageways, or
wetlands by a discharge or by over -spraying. Animal waste may be applied
to prior converted cropland provided the fields have been approved as a
land application site by a "technical specialist". Animal waste shall not be
applied on grassed waterways that discharge directly into water courses,
and on other grassed waterways, waste shall be applied at agronomic rates
in a manner that causes no runoff or drift from the site.
659200 Database Version 3.1 Date Printed: 12/5/2006 Specification Page 2

16. Domestic and industrial waste from washdown facilities, showers, toilets,
sinks, etc., shall not be discharged into the animal waste management
system.
17. A protective cover of appropriate vegetation will be established on all
disturbed areas (lagoon embankments, berms, pipe runs, etc.). Areas shall
be fenced, as necessary, to protect the vegetation. Vegetation such as trees,
shrubs, and other woody species, etc., are limited to areas where considered
appropriate. Lagoon areas should be kept mowed and accessible. Berms
and structures should be inspected regularly for evidence of erosion,
leakage, or discharge.
18. If animal production at the facility is to be suspended or terminated, the
owner is responsible for obtaining and implementing a "closure plan"
which will eliminate the possibility of an illegal discharge, pollution, and
19. Waste handling structures, piping, pumps, reels, etc., should be inspected on
a regular basis to prevent breakdowns, leaks, and spills. A regular
maintenance checklist should be kept on site.
20. Animal waste can be used in a rotation that includes vegetables and other
crops for direct human consumption. However, if animal waste is used on
crops for direct human consumption, it should only be applied pre -plant
with no further applications of animal waste during the crop season.
21. Highly visible markers shall be installed to mark the top and bottom
elevations of the temporary storage (pumping volume) of all waste
treatment lagoons. Pumping shall be managed to maintain the liquid level
between the markers. A marker will be required to mark the maximum
storage volume for waste storage ponds.
659200 Database Version 3.1 Date Printed: 12/5/2006 Specification Page 3

22. Waste shall be tested within 60 days of utilization and soil shall be tested at
least annually at crop sites where waste products are applied. Nitrogen
shall be the rate -determining nutrient, unless other restrictions require
waste to be applied based on other nutrients, resulting in a lower
application rate than a nitrogen based rate. Zinc and copper levels in the
soils shall be monitored and alternative crop sites shall be used when these
metals approach excessive levels. pH shad be adjusted and maintained for
optimum crop production. Soil and waste analysis records shall be kept for
a minimum of five years. Poultry dry waste application records shall be
maintained for a minimum of three years.
Waste application records for all other waste shall be maintained for five (5)
years.
23. Dead animals will be disposed of in a manner that meets North Carolina
regulations.
659200 Database Version 3.1 Date Printed: 12/5/2006 Specification Page 4

Crop Notes
The following crop note applies to field(s): P1, PIOA, PIOB, P2, P3, P4, P5, P6, P7A, P7B, P8, P9
Bermudagrass Coastal Plain, Mineral Soil, Moderately Well Drained.
Adaptation: Well -adapted.
In the Coastal Plain, hybrid bermudagrass sprigs can be planted Mar. 1 to Mar. 31. Cover sprigs 1"to 3"
deep (1.5" optimal). Sprigs should be planted quickly after digging and not allowed to dry in sun and wind.
For Coastal and Tifton 78 plant at least 10 bu/ac in 3' rows, spaced 2' to 3' in the row. Generally a rate or
30 bu/ac is satisfactory to produce full groundcover in one or two years under good growing conditions.
Tifton 44 spreads slowly, so use at Ieast 40 bu/ac in 1.5' to 2' rows spaced I' to 1.5' in row. For
broadcast/disked-in sprigs use about 60 bu/ac. Soil test for the amounts of lime, phosphorus, potassium
and micronutrients to apply preplant and for annual maintenance. Apply 60 to 100 lb/ac N in the
establishment year in split applications in April and July. For established stands apply 180 to 240 lb/ac N
annually in split applications, usually in April and following the first and second hay cuts. Reduce N rates
by 25% for grazing. Refer to NCSU Technical Bulletin 305 Production and Utilization of Pastures and
Forages in North Carolina for more information or consult your regional agronomist or extension agent for
assistance.
The following crop note applies to field(s): P1, P1OA, P1OB, P2, P3, P4, P5, P6, P7A, P7B, P8, P9
Small Grain: CP, Mineral Soil, medium leachable
In the Coastal Plain, oats and barley should be planted from October 15-October 30; and rye from October
15-November 20. For barley, plant 22 seed/drill row foot and increase the seeding rate by 5% for each
week seeding is delayed beyond the optimum time. See the seeding rates table for applicable seeding rate
modifications in the current NCSU "Small Grain Production Guide". Also, increase the initial seeding rate
by at least 10% when planting no till. Oats should be planted at 2 bushels/acre and rye at 1-1 1/2
bushels/acre. Plant all these small grains at 1-1 1/2" deep. Adequate depth control is essential. Review the
NCSU Official Variety "green book" and information from private companies to select a high yielding
variety with the characteristics needed for your area and conditions. Apply no more than 30 lbs/acre N at
planting. Phosphorus and potash recommended by a soil test can also be applied at this time. The
remaining N should be applied during the months of February -March.
659200 Database Version 3.1 Date Printed: 12-05-2006 Crop Note Page 1 of 1

E[UUdERGENUCY ACTION PLAN
PHONE NUMBERS
DIVISION OF WATER QUALITY (DWQ) [phone]
EMERGENCY MANAGEMNET SERVICES (EMS) (9i 0)296-2160
SOIL AND :WATER CONSERVATION DISTRICT (SWCD) (91'0)296-2120
NATURAL RESOURCES CONSERVATION SERVICE (MRCS) [phone]
COOPERATIVE EXTERSION SERVICE (CES) [phone]
This plan will be implemented in the event that wastes from your operation are leaking,
overflowing or running off site. You should not wait until wastes reach surface waters
or leave you property to consider that you have a problem. You should make every
effort to ensure that this does not happen. This plan .should be posted in an accessible
location for all employees at the facility. The following are some action items you should
take.
1. Stop the release of wastes. Depending on the situation, this may ore may not be
Possible. Suggested responses to some possible problems are listed belwo.
A. Lagoon overflow -possible solutions are:
a. Add soil to berm to increase elevation of dam.
b. Pump wastes to fields at an acceptable rate.
c. Stop all flows to the lagoon immediately.
d. Call a pumping contractor.
e. Make sure no surface water is entering lagoon.
B. Runoff from waste application field -actions include:
a. Immediately- stop waste application.
b. Create a temporary diversion to contain waste.
c. Incorporate waste to reduce runoff.
d. Evaluate and eliminate the reason(s) that cause the runoff.
e. Evaluate the application rates for the fields where runoff occurred.
C. Leakage from the waste pipes and sprinklers -action include:
a. Stop recycle pump.
b.. Stop irrigation pump.
c. Close valves to eliminate further discharge.
d. Repair all leaks prior to restarting pumps.
D. Leakage from flush systems, houses, solid separators -action include:
a. Stop recycle pump.
b. Stop irrigation pump.
c. Make sure siphon occurs.
d. Stop all flows in the house, flush systems, or solid separators.
E. Leakage from base or sidewall of lagoon. Often this is seepage as opposed
to flowing leaks -possible action:
4
a. Dig a small sump or ditch from the embankment to catch all
seepage, put in a submersible pump, and pump back to lagoon.
b. If holes are caused by burrowing animals, trap or remove animals and fill
holes and compact with a clay type soil.
c. Have a professional evaluate the condition of the side walls and lagoon
bottom as soon as possible.
1

2. Assess the extent of the spill and note any obvious damages.
a. Did the waste reach any surface waters?
b. Approximately how much was released and for what duration?
c. Any damage notes, such as employee injury, fish kills, or property damage?
d. Did the spill leave the property?
e. Does the spill have the potential to reach surface waters?
f. Could a future rain event cause the spill to reach surface waters?
g. Are potable water wells in danger (either on or off the property)?
h. How much reached surface waters?
3. Contact appropriate agencies.
a. During normal business hours call your DWQ regional office; Phone - -. After
hours, emergency number: 919-733-3942. Your phone call should include: your
name, facility number, telephone number, the details of the incident from item 2
above, the exact location of the facility, the location or direction of movement of
the spill, weather and wind conditions. The corrective measures that have been
under taken, and the seriousness of the sitution.
b. If spill leaves property or enters surface waters, cafl local EMS phone number.
c. Instruct EMS to contact local Helath Department.
d. Contact CEs, phone number - , local SWCD office phone number - -, and local
NRCS office for advice/technical assistance phone number - -.
4. if none of the above works call 911 or the Sheriff's Department and explain you
problem to them and ask the person to contact the proper agencies for you.
5. Contact the contractor of your choice to begin repair or problem to minimize off -
site damage.
a. Contractors Name: p /Z
b. Contractors Address: - -
c. Contractors Phone: qL g 9 1 - f3 Q
6. Contact the- technical specialist who certified the lagoon (MRCS, Consulting
Engineer, etc:)
a. Name: ..AA( L s�-
b. Phone: o - --
7. Implement procedures as advised by DWQ and technical assistance agencies to
rectify the damage, repair the system, and reassess the waste managment plan to
keep problems with release of wastes from happening again.
.g
2

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 -� 1
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 Iack 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. Hbwever, 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 neighbors 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 4
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
s and application rates
conditions with relatively new equipment. Discharge rate
change over time as equipment gets older and components wear. In particular,
pump wear tends to reduce operating pressure and flow. With will tined usethe
nozzle wear results in an increase in the nozzle opening
whichdischarge 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 roper 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,.spr�klers should be located along .a transect perpendicular to the direction.
of pull. Sef'out collebtion ecihtainers 25 feet apart along the transect on both
sides,'of'the gun cart. 'You `should compute the average _application. rate'for all -
noriunitiformity 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 Anima! Waste Management Systems Manua/

MORTALITY MANAGEMENT MET H?ODS
(check which method(s) are being implemented)
( ) Burial three feet beneath the surface of the ground within 24 hours
after knowledge of the death. The burial be at least 300 feet from
any flowing steam or public body of water.
(L-.Y--'Rendering at a rendering plant licensed under G. S. 106-168.7
( ) Complete incineration
( ) In the case of dead poultry only, placing in a disposal pit of a size and
design approved by the Department of Agriculture.
( ) Any method which in the professional opinion of the State
Veterinarian would make possible the salvage, of part of a dead
animal's value without endangering human or animal health. (Written
approval of the State Veterinarian must be attached)

INSECT CONTROL CHECKLIST FOR ANIMAL OPERATIONS
Source Cause BMP's to Minimize Odor' Site Specific Practices
(Liquid Systems)
Flush Gutters Accumulation of solids kL-0tr5(i system is designed and operated
sufficiently to remove accumulated
solids from gutters as designed.
(yR,move bridging of accumulated solids at
discharge
Lagoons and Pits Crusted Solids () Maintain lagoons, settling basins and
pits where pest breeding is apparent to
minimize the crusting of solids to a depth
of no more than 6-8 inches over more than
30% of surface.
Excessive Vegetative Decaying vegetation 4.hfaintain vegetative control along banks of
Growth lagoons and other impoundments to prevent
accumulation of decaying vegetative matter
along water's edge on impoundment's perimeter.
(Dry Systems)
Feeders Feed Spillage () Design, operate and maintain feed systems (e.g.,
bunkers and troughs) to minimize the accumulation
of decaying wastage.
{) Clean up spillage on a routine basis (e.g. 7-10 day
interval during summer; 15-30 day interval during winter).
Feed Storage Accumulations of feed residues {) Reduce moisture accumulation within and around ~
immediate perimeter of feed storage areas by
insuring drainage away from site and/or providing
adequate containment (e.g., covered bin for
brewer's grain and similar high moisture grain
products).
() Inspect for and remove or break up accumulated
solids in filter strips around feed storage as needed.
Animal Holding Areas Accumulations of animal wastes () Eliminate low area that trap moisture along fences
and feed wastage and other locations where waste accumulates and
and disturbance by animals is minimal.
() Maintain fence rows and filter strips around animal
holding areas to minimize accumulations of wastes
(i.e. inspect for and remove or break up accumulated
solids as needed).
AMIC--November 11, 1996

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

C
SWINE FARM WASTE MANAGEMENT ODOR CONTROL CHECKLIST
Source
Cause
BMP's to Minimize Odor Site Specific Practices
Farmstead
Swine production
egetative or wooded buffers; — --
ecommended best management
practices;
_
H-! ood judgment and common sense
Animal body surfaces _
Dirty manure -covered animals
( ) Dry floors
r Floor surfaces
Wet manure -covered floors
("lotted floors;
W-Waterers located over slotted floors;
(weeders at high end of solid floors;
() Scrape manure buildup from floors;
() Underfloor ventilation for drying
Manure collection pits
Urine
44-Frequent manure removal by flush,pit -- --
recharge,or scrape
Parital micorbial decomposition
() Underfloor ventilation
Ventilation exhaust fans
Volatile gases;
(y-Fan maintenance; --
Dust
&LEWcient air movement
Indoor surfaces
Dust
1 Washdown between groups of animals
{) Feed additives;
`
(} Feeder covers;
() Feed delivery downspout extenders to
feeder covers
Flush tanks
Agitation of recycled lagoon
() Flush tank covers
liquid whiles tanks are filling
() Extend fill lines to near bottom of
tanks with anti -siphon vents .
Flush allays
Agitation during wastewater
() Underfloor flush with underfloor
conveyanance
ventilation
Pit recharge points
Agitation of recycled lagoon
() Extend rechard lines tc near bottom of
liquid while pits are filling
pits with anti -siphon vents
Lift stations
Agitation during sump tank filling
( ) Sump tank covers T
and drawdown
Outside drain collection
Agitation during wastewater
( ) Box covers
or junction boxes
conveyance
End of drainpipes at lagoon -Agitation during wastewater
( ) Extend discharge point of pipes
underneath lagoon liquid level
Lagoon surfaces
Volatile gas emissions
Ulprop�r lagoon liquid capacity
Biological mixing
o rect lagoon startup procedures
Agitation
H'Minimum surface area -to -volume ratio
"inimum agitation when pumping
() Mechanical aeration
() Prov n biological additives
Irrigation sprinkler nozzles
High pressure agitation
to on dry days with little or no wind
Wind draft
i um recommended operation pressure
ump intake near lagoon liquid surface
() Pump from second -stage lagoon
AMOC--November 11, 1996
-

I V
L
i
Storage tank or basin
surface
Partial microbial decomposition
Mixing while filling
Agitation when emptying
Settling basin surface Partial micobial decomposition
Mixing while filling
Agitation when emptying
Manure, slurry or sludge Agitation when spreading
spreader outlets Volatile gas emissions
Uncovered manure, slurry
or sludge on field surfaces
Dead animals
Dead animal disposal
pits
Incinerators
Standing water around
facilities
() Bottom or midlevel loading
() Tank covers
t) Basin surface mats of solids
(y Proven biological additives or oxidants
() Extend drainpipe outlets underneath liquid
level
() Remove settled solids regularly
() Soil injection of slurry/sludges
() Wash residual manure from spreader after use
() Proven biological additives or oxidants
volatile gas emissions while drying
Carcass decomposition
( I Soil infection of slurry/sludges
() Soil incorporation within 48 hours
() Spread in thin uniform layers for rapid dryinG
() Proven biological additives or oxidants
roper disposition of carcasses
Carcass decomposition () Complete covering of carcasses in burial pits
() Proper location/construction of disposal pits
Incomplete combustion
Improper drainage
Microbial decomposition of
organic matter
() Secondary stack burners
Lade and landscape such that water drains
away from facilities
Manure tracked onto public Poorly maintained access roads ( N atm'access road maintenance --
roads from farm access
Additional Information!
Swine Manure Management; 0200 Rule/BMP Packet
Swine Production Farm Potential Odor Sources and Remedies, EBAE Fact Sheet
Swine Production Facility Manure Management: Pit Recharge —Lagoon Treatment; EBAE 128-88
Swine Production Facility Manure Management: Underfloor Fluse--Lagoon Treatment; EBAE 129-88
Lagoon Desig and Management for Livestock Manure Treatment and Storage; EBAE 103-83
Calibration of Manure and Wastewater Application Equipment; EBAE Fact Sheet
Controlling Odors from Swine Buildings; PIH-33
Environmental Assurenc Program: NPPC Manual
Options for Managing Odor; a report from the Swine Odor Task Force
Nuisance Concerns in Animal Manure Management: Odors and Flies; PRO107, 1995 Conference Proceedings
Available From:
NCSU-County Extension Center
NCSU-BAE
NCSU-BAE
NCSU-BAE
NCSU-SAE
NCSU-BAE
NCSU-Swine Extension
NC Pork Produces Assoc,
NCSU Agri Communications
Florida Cooperative Extension
The issues checked (-4-pertain to this operation. The landowner/integrator agrees to use sound judgment in applying
odor control measures as practical.
I certify the aforementioned odor control Best Managment Practices have been reviewed with me.
AMOC--November 11, 1 S96
24 (Landowner Signature)

Unite Scat of soil
Conservation
Agriculture Service
/� / 3 •S�
Dated --�}
_ o,gld IOW;ll;arir
1191 &' k ► in�a j ONr -
P;A k 14; Il N c gprc
P. O. Box 277
Kenansville, NC 28349
Telephone [phone]
Enclosed.i.s your Iagoon design prepared by Tim /,A and reviewed
and approved by the Soil Conservation Service. This 1 goon, as designed, meets SCS
standards and specifications. It is the responsibility of the contractor and you to build the
lagoon according to the design. You should contact the swine company to get assistance in the
layout of the lagoon for construction. If you have any questions during construction, please
contact this office or the swine company.
Please be aware that SCS has not checked the excavation and fill volumes of dirt. The swine
company has computed these figures and any questions regarding the amount of excavation
should be directed to the company. SCS does not certify that excavation and fill volumes are
correct.
If you would like for the SCS,.to certify that the >,agoon has been built to design specifications
and meets SCS specifications and standards, pexsionnel from this office will need to conduct a
final construction check prior to animal waste being put in the lagoon. State law requires that
new and expanded operations have lagoons that meet the SCS minimum design specifications.
In order to certify the lagoon, we must get bottom elevations as well as top of dike and
sideslope readings. If given a few days notice, we will try to schedule the construction check
prior to the contractor leaving the site; however, since we schedule several days in advance, it
is best if you let us know as soon as possible when you believe that a constriction check will
be needed.
Also enclosed is a contractor certification that must be signed by the contractor once the
lagoon is completed. We need this form returned to us before we certify that the lagoon
meets our specifications. You may want to inform your contractor prior to beginning the
job' that you will need him to certify his work meets the design requirements.
If you have any questions concerning this design or the accompanying waste utilization plan,
please contact us.
Sincerely,
IL� Fs-,
Michael E. Sugg
District Conservationist
The Soil Conservation Service
is an agency of the
Department of Agriculture

N * I t:
United SLates
Department of
Agriculture
December 17, 1993
Mr. Donald Williams
1 191 North Williams Drive
Pink Hill, NC 28572
Dear Mr. Williams:
Soil
Conservation
Service
P. O. Box 277
Kenansville, NC 28349
Telephone [phone]
I have received your lagoon design that was prepared by .Timmy Vinson. Since this is a very
irregular shaped lagoon, I am sending it to my Area Engineer in Goldsboro so that he can help
determine if this lagoon has the proper capacity and meets SCS specifications. We discourage
the use of such irregular lagoons because it is difficult to assure that the required volumes are
present and it is more difficult for contractors to build. Also, due to having to send this design
to Goldsboro, there is a considerable delay for you.
I recommend that no construction begin prior to receiving a design approval in writing from
the SCS. Please be aware that if you do begin construction before we approve the design,
SCS is in no way responsible if the lagoon does not meet our minimum criteria when
constructed. You should also be aware that we may recommend changes in the lagoon desioll
prior to approval.
Please contact me if you have any questions. I will contact you as soon as approval is
received.
Sincerely,
Michael E. Sugg
District Conservationist
cc: Jimmy Vinson, BOC

USDA SOIL CONSERVATION SERVICE
FINAL CONSTRUCTION CHECK AND CERTIFICATION
FOR ANIMAL WASTE TREATMENT LAGOON (359)
NAME_ 60ho�
LOCATION
SIZE OF OPERATION FEE
DER
-EDER
FARROW TO FINISH
FARROW TO WE -AN
CONTRACTING COMPANY FEEDER TO FINISH
WEAN-TO'FEEDER
,
OTHER
I
DESIGN DATA AND CONSTRUCTION CHECK DATA
I T3M ELEVATION FEET
S DESIGNED
INSIDE TOP DIMENSION
DIKE TOP WIDTH
TOP OF DIKE
BOTTOM OF LAGOON -
INSIDE SIDESLOPE
OUTSIDE SIDESLOPE
PIPE INVERT
CLAY LINER/CORE TRENCH
AS BUILT -
sic Ckfyu 4LA-"
ad
Z-9-
HAS LAGOON BEEN SEEDED TO PERMANENT VEGETATION- YES NO v`
DOES LAGOON MEET SCS MINIMUM STANDARDS AND SPECIFICATIONS FOR
WASTE TREATMENT LAGOONS AS OUTLINED IN PRACTICE CODE 359?
YES NO
COMMENTS
i is
SIGNATURE TITLE DATE
/J
1x

w
BY: 7�
LAGOON SKETCH (optional)
3.
't VF.

01/11. 9.1 09:91 %29192962122 USDA .SCS
CONTRACTOR CERTIFICATION OF WASTE TREATMENT LAGOON
for
`� c
hereby certify that I have constructed- the
(Contractor Name)
above referenced lagoon according to the plans and specifications approved by the Soil
Conservation Service_ I also certify that I have installed the clay liner or core trench correctly
as specified in the design.
ignature
ontractor
Date

Operator:J. & D. Williams County: Duplin Date: 12/15/93
Distance to nearest residence (other than owner): 1000.0 feet
1. STEADY STATE LIVE WEIGHT
0
sows
(farrow to finish)
x
1417
lbs.
= 0
lbs
0
sows
(farrow to feeder)
x
522
lbs.
= 0
lbs
2880
head
(finishing only)
x
135
lbs.
= 388800
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) = 388800 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 388800 lbs. SSLW x Treatment Volume(CF)/lb. SSLW
Treatment Volume(CF)/lb. SSLW 1 CF/lb. SSLW
Volume = 388800 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feet V1 COvyOti fJ7't�r9nl�d��`
4. TOTAL DESIGN VOLUME
Inside top length 268'.0 feet ; Inside top width 240.0 feet
Top of dike at elevation 52.0 feet q
Freeboard 1.0 feet ; Side slopes 2.5 1 (Iriscle"+lagoon)
Total design lagoon liquid level at elevation 51.0 feet
Bottom of lagoon elevation 39.0 feet .�
Seasonal high water table elevation feet
Total design volume using prismoidal formula
SS/END1 SSIEND2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
2.5 2.5 2.5 2.5 263.0 235.0 12.00
AREA OF TOP
LENGTH * WIDTH =
263.0 235.0 61805 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
203.0 175.0 35525 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
233.0 205.0 191060 (AREA OF MIDSECTION * 4)
CU. FT. _ [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM) * DEPTH/6
61805.0 191060.0 35525.0 2.0
VOLUME OF LAGOON AT TOTAL DESIGN LIQUID LEVEL = 576780 CU. FT.

5D. Volume of 25 year - 24 hour storm
Volume = 7.5 inches [ 12 inches per foot * DA
Volume = 40200.0 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 95178 cubic feet
5B. 0 cubic feet
5C. 37520 cubic feet
5D. 40200 cubic feet
TOTAL 172898 cubic feet
6. SUMMARY 3
Total required volume 561698 cubic feet
�73a y3
Total design volume avail. 576780 cubic feet
Min. req. treatment volume plus sludge accumulation 388800 cubic fe
At elev. 47.8 feet ; Volume is 391480 cubic feet (end pumping)
Total design volume less 25yr-24hr storm is 536580 cubic feet
At elev. 50.3 feet ; Volume is 534124 cubic feet (start pumping)
Season high water table elevation "0:0 feet
7. DESIGNED BY: �� '�^ APPROVED BY:
i DATE: DATE: 1/11/ !q
I
SCS DOES NOT CERTIFY
THAT EXCAVATION AND
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN FILL VOLUMES ARE
CORRECT
COMMENTS: 1

5D. Volume of 25 year - 24 hour storm
Volume = 7.5 inches / 12 inches per foot * DA
Volume = 40200.0 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 95178 cubic feet
5B. 0 cubic feet
5C. 37520 cubic feet
5D. 40200 cubic feet
TOTAL 172898 cubic feet
6. SUMMARY 3
,?304? r+
Total required volume 561698 cubic feet
Total design volume avail. 576780 cubic feet
Min. req. treatment volume plus sludge accumulation 388800 cubic fe
At elev. 47.8 feet ; Volume is 391480 cubic feet (end pumping)
Total design volume less 25yr-24hr storm is 536580 cubic feet
At elev. 50.3 feet ; Volume is 534124 cubic feet (start pumping)
F.�
Season high water table elevation 0;0 feet
7. DESIGNED BY: ��'� APPROVED BY: J
DATE: /` �S - DATE:
/// SCS DOES NOT CERTIFY
THAT EXCAVATION AND
NOTE: SEE ATTACHED WASTE UTILIZAT?'oN PLAN FILL VOLUMES ARE
CORRECT
COMMENTS:

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.

s
SEEDING RECOMMENDATIONS
-----------------------
AREA TO BE SEEDED: 3.0 ACRES
USE THE SEED MIXTURE INDICATED:
0 LBS. FESCUE GRASS @ 60 LBS./ACRE
(BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS)
SEEDING DATES: SEPTEMBER 15 TO NOVEMBER 30
180 LBS. 'PENSACOLA' BAHIA GRASS @ 60 LBS./ACRE
(SEE FOOTNOTE NO. 1)
SEEDING DATES: MARCH 15 TO JUNE 30
24 LBS. HULLED BERMUDA GRASS @ 8 LBS./AC.
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
90 LBS. RYE GRAIN @ 30 LBS./ACRE (NURSERY FOR FESCUE)
0 LBS. RYE GRASS @ 40 LBS./ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
LBS.
U NTi L /o �p�� • Sr2�N(, Tiwl t Ccn.[c's %
APPLY THE � LLOWING:0 i
3000 LBS. OF 10-10-10 FERTILIZER (1000 LBS./ACRE)
6 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
300 BALES OF SMALL GRAIN STRAW (100 BALES/ACRE)
ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING. SHAPE
ALL DISTURBED AREA IMMEDIATELY AFTER EARTH MOVING IS COMPLETED.
APPLY LIME AND FERTILIZER THEN DISK TO PREPARE A 3 TO 4 INCH
SMOOTH SEEDBED. APPLY SEED AND FIRM SEEDBED WITH A CULTIPACKER
OR SIMILAR EQUIPMENT. APPLY MULCH AND SECURE WITH A MULCH
ANCHORING TOOL OR NETTING.
1. PENSACOLA BAHIAGRASS IS SLOWER TO ESTABLISH THAN COMMON
BERMUDA GRASS. WHEN USING BAHIA, IT IS RECOMMENDED THAT 8
LBS./ACRE OF COMMON BERMUDA BE INCLUDED TO PROVIDE COVER
UNTIL BAHIAGRASS IS ESTABLISHED.

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 arp encountered, they will need to
be excavated a minimum of one ¢1'gfoot 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 sedi entation.
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.

OPERATION AND MAINTENANCE PLAN
------------------------------
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 followed. 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 50.3 as marked by permanent marker. Stop pump -out when
the fluid level reaches -elevation 47.8 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 132698 cubic feet or 992583 gallons. As stated before, this
volume will vary considerably from year to year.

THHi3 'f
4- - 7 20
PiT McCHAa66
f
/✓ate o✓ lSo oec� 3s r►cC %S
ICN
�La
Nuetf S U 2 F4et VN
u trTv �9 5
D
c� 5s•4
n
rs�
.10
U=�
i
fx © V
1 � ► A7
cte�y..S-0.00
iti 301/P
de
3
38•�
ol
yd,•� F�a'-� - L yp� 3 •,� -
r��bs - i� � •�
i
Faso AP
*vo
b
3tg o

—
o
u
�
I
k
F
o� �.
Z
�..
�. z
o
�y

�"'°'• United States
Department of
Agriculture
:I P. 0. JX 277
Conservation Kenansville, NC 28349
Sarvius Telephone [phone]
WASTE 1L1t1,LNAGEMENT FACILITY SITE EVALUATION
GENERAL INFORMATION
NAME�n p Ft{i,7, a,1�' L&AII /�
TELEPHONE
LOCATION DATA
LOCATION '- �':.� .:4 I7"'_ Jyoitk _
sr
L
SIZE OF OPERATION
DISTANCE FROM NEAREST RESIDENCE NOT OWNED BY PRODUCER /u r7 lJ
NUMBER OF HOUSES WITHIN 2000 FEET OF SITE
IS SITE WITHIN 100L YEAR FLOOD PLAIN? Y NO L/ _
IS SITE AT LEAST 100 FEET FROM A "BLUE LINE" PERENNIAL STREAM? -YESN O
IS SITE WITHIN 1 MILE ZONING JURISDICTION OF A MUNICIPALITY? YES NO
if yes, landowner should consult with local zoning board about required permits
WETLANDS
WILL SITE INVOLVE CLEARING WOODLAND OR ANY NON CROPLAND? YES ✓ NO
IF YES, HAS PRODUCER COMPLETED A14 AD-1026 FORM? YES NO _
DOES NON WETLAND NEED TO BE MEASURED BY REGISTERED SURVEYOR PRIOR TO
APPROVING WASTE MANAGEMENT PLAN YES NO ✓
IF WETLANDS ARE INVOLVED, IT IS THE RESPONSIBILITY OF THE PRODUCER TO CONTACT THE US
ARMY CORP OF ENGINEERS AND THE NC DIVISION OF ENVIRONMENTAL MANAGEMENT TO
DETERNIINE IF ADDITIONAL PERMITS ARE REQUIRED. NO WETLANDS SHOULD BE ALTERED UNTIL
PRODUCER RECELVVES WRITTEN APPROVAL FROM SCS, US ARMY CORP OF ENGINEERS AND NC
DIVISION OF E . ONNIENTAL MANAGEMENT.
WASTE MANAGEMENT -- VALID ONLY IF WASTE MANAGEMENT PLAN ATTACHED
DOES PRODUCER OWN ENOUGH LAND TO PROPERLY LAND APPLY WASTE? YES NO
IF NO, DOES PRODUCER HAVE ACCESS TO MORE LAND? YES ` NO
SEE ATTACHED PLAN FOR SPECIFIC RECOMMENDATIONS
A
SOIL INVESTIGATION — VALID ONLY IF SOIL INVESTIGATION SHEET ATTACHED
IS SOIL SUITABLE FOR LAGOON?
IS A CLAY LINER REQUIRED?
IF YES, IS CLAY AVAILABLE ONSITE?
IS A CORE TRENCH REQUIRED?
SITE APPROVED
COMI IEtiTS
YES_ NO
YES NO ,/
YES NO QUESTIONABLE
YESNOS_
YES t/ NO CONDITIONAL
! AFTROVAI: RASED ON tit;:SFO", to D.kA'S F1,( Xt PATE SICtiEI). 'rmts vvitovm. j
i �onssr
: i :\(:O;J! 1: i 7;, i ..i:- i .,,;: i .at:;: i ::.:..i: l;i_.•ii-:e\-
� : T:,W ao�l •.a;cion len 5eSa.•nt..
t- -----_---- - -

C:,
i
i
wk
.� . SC�ENG-538
Rev. 540
U. S. DEPARTMENT OF AGRICULTURE
SOIL CONSERVATION SERVICE
-SOIL INVESTIGATION TO DETERMINE SUITABILITY OF PROPOSED POND SITE
FARMER'S NAME _DISTRICT ,
DATE COUNTY
• . SHEET NO. WORK
CROPLAND-ACRES"WATERSHED AREA 14EASUREMENIS
WOODLAND -ACRES TOTAL- ACRES WORK UNIT CONSERVATIONIST
SKETCH OF PROPOSED'POND SHOWING WHERE BORINGS, WERE MADE (Approx. ecale 1,11=_feet)
Locale refermce Point nn center line of dom and Identify on sk-teck
IN
IN
Now
■■■■■■■■■■■OM■■■■■
■
■
■■_■MMN■■nMuE■■■■MMMn■
oom
■■■■■■■
■ram
Li■uMa■■■■■■O■
■■�.■■
■■■■■■■■■�■■■■■■
■
■■■■■■■■■■■■■MIEN■■■
MEN
N■
MAIN
M■nn■■■■■■■■■■w■
■■M■■■■^ii
■■MMN
■■■■■■■■100
■■■■■■MNN■■MM■■■■
■MEAN■
■■
■■®■■■■■
MM■N■
■MEMO®
■■■■■■■■MM
M■■■■■■■■
■MIEN■■®■■■■■■■■■■■■■■■■■■■
MINE
NEMESES
■■■NSENSE■■�■
•
®_®lam■l■■��i■■13��■1■f■I■�f
■I■I■1■1■f
■f■f
■
MiINIM
=NIN
1A■
EIM
®M■■�1■1M1■I■MI■I■I■I®I■I■■!■f■1■I■i■
!�■®l■migu
0
1M■E
I■l
MI■1■I■i■
immi
"il ��Nl■■i■■1■■I
f■I■I��l■1■■f■■
®®I
�■
■1
l■l■■1�1�1■I■N■N
I®®!M
13�i�1■1■■�l■
I�I■f
■ I�l�l®I■l■I■
I■
I■I■I■
■■I■13J
®I■MlN'■=MMI■!
■MINIM
Mimi
11

US Department of Agriculture NC -CPA 16
Soil Conservation Service 4-92
ENVIRONMENTAL EVALUATION
Land User/Owner _�a�np5 i4 ar0A LJ: ito r 1 County
Location/Tract & Field Number f,r�4 Acreage
"repared by,
to-�-� �.
Brief Description of Planne Practice/RMS/Project Measure:
1 ... rrr►r—vl% r `1 . r., 18 ■ , . Y n ^ Jk.. .i 1
Environmental Factors and Resources to Identify.and.Evaluate
1. Is wetland included in the planning area: (References: NCPM;
190-GM 410.26.; Hydric soils list; Classification of Wetlands and
Deepwater Habitats of the U.S.; National Wetlands Inventory Maps;
NFSAM.
No
Yes - If yes,
-- Identify types present
-- Attach environmental evaluation showing what effect
planned assistance will have on wetland and how this
assistance is within policy
-- Have needed permits (CAMA, DEM, Corps, etc.) been
obtained by the landuser?
-- Make sure no planned practices will put the landowner in
violation of Swampbuster
2. Endangered and/or threatened species: (References 190-GM
410.22; Technical Guide Section I-i(13) and Section I-vii
�No Yes
-- Identify species whose range and habitat needs indicate
they might occur in planning area
-- Identify on map any designated critical habitat

3.
Is: a designated natural or scenic area included in the planning
area or will planned actions impact on an adjacent natural or
scenic area? (References: 190-GM 410.23 and .24)
No
yes If yes,, encourage landuser to: consult with concerned
agencies., societies, and individuals to arri've.at
mutually. satisfactory land use and treatment.
4. Does the- planning- area. include. the 100-year flood plain?
(Ref erences-:. XCPM.�_ 19-0-GM 4*,10..2-5_--,*. HUD Flood Plain. maps").
✓ N_Q
Y-es, If. yes-,,
Is- the- assisted, action. likely to have. significant
adverse- effects-: eict.-s-. on- existing.- natural and beneficial
valuesi in the.- flood plain?. -
Is. there a practical alternative, outside: the- flood.
plain;? -
Has. the flood.- Plain been, used; for agricultural
production, for at least 3. of the. last 5. years:?--
5 Is an archaeological or historical site -located" in. the --planning
area:? L (References: NCPM.,*. 420-GM 401;- National Register of
Historic. Places)-
Np
Yes -- If, yes,. have steps been:. taken, to ensure the
protection of this area?
6- Are.: there- any: prime-, unique,- or locally important farml.ands., in
the operating -unit? -(References: 310-GM-)
No
Xes If es-.,, identifyi on< a soils map- or legend... L
y
7i... Wild -result_ - sodbusting?--
the. action: resul in
No-
8.
Yes
Will the -action. result in swampbust-ing?.
No
Yes -
9.. - I 11 V- I I
Is there: -a potential for con oversy?' From- whom?
No. Yes-

10. Are permits required?/Should the person contact permit agencies?
No t Yes
J When an environmental factor or resource is identified on the
site, the user will refer to the appropriate reference for policy
and document_ the appropriate action in the notes portion of this
form.
NOTES, DOCUMENTATION, FOLLOW-UP
J u 1

U. S. Department of Agricui6ure NC-ENG-34
Soil Conservation Service September 1980
File Code: 210
L.a9 oe"
HAZARD CLASSIFICATION DATA SHEET FOR -DAMS -
Landowner 1),„ald d- Taw s Wr I I iQ^T County . p 1�
Community or Group No. N - 2 Conservation Plan No.
Estimated Depth of Water to Top of Dam Ft. Length of Flood Pool Ft.
Date of Field Hazard Investigation 9 --7— 9 3
Evaluation by reach of flood plain downstream to the point of estimated minor effect
from sudden dam failure.
Est. Elev.:Est. Elevation
Kind of :Improvements: of Breach
Reach: Length: Width: Slope: Land Use Improvements . Above :Floodwater Above
Flood Plain: Flood Plain
Ft. Ft. % Ft. Ft.
WO o/
D`
2
3
Describe potential for loss of life and damage to existing or probable future downstream
improvements from a sudden breach a„ v
ro xD
Hazard Classification of Dam (ga b, c) (see NEM-Part 520.21)
6.a 3oo,%
Fam Classification (I, II, III, -IV, V)
0
title
Concurred By c',-- A, —
(name) name title
NOTE: 1. Instructions on reverse side.
2. Attach additional sheets as needed.
Date 12--/J — q 3,_
Date / Z - e"7-�?

PS'WCD
t': 'it7 C'!.,! - ''YP ICATION TES
i . SAMIPLE COLLECTION
A. Liquid Manure Slurry
1. Under -slotted -floor pit
a. Use a length of 1/2" conduit -open on one end and that can be
easily sealed on the other end (e.g.-, by placing one's thumb
over the end of the conduit).
b. With both ends of the conduit open, extend it into the_ manure
to the pit floor.
c. Seal the upper end of the conduit trapping the manure that has
entered the lower end, remove and empty into a bucket or container.
c. Collect samples from at least 5 locations or at least enough
for a total of 1 quart of slurry.
e. Thoroughly mix this slurry and empty approximately 1/2 pint
into'sample container_
2. Exterior storage basin or tank
a. Make sure the manure has been well mixed or homogenized with a
liquid manure chopper -agitator pump or propeller agitator.
b. Take samples from approximately 5 locations in the pit, from the
agitator pump, or from themanurespreader and place_in a bucket.
c.-': Thoroughly mix and empty 1� 2.pint into sample container.
II. SAMPLE PREPARATION AND TRANSFER
A. Place the sample .for analysis into a flexible or expandable container that
can be sealed. The container should be rinsed clean with water and free
of any residues but should not be chlorinated or treated in any other way.
Dry litter may also be placed in a sealed plastic bag such as a freezer bag.
B. The sample should be refrigerated, iced or cooled, if possible, or trans-
ferred to the lab immediately.
C. Hand -delivery is the most reliable way of sample transfer, but it can also
be mailed.
D. If mailed, sample container should first be protected with a packing material
such as newspaper, then boxed or packaged with wrapping paper and taped.
E. The NCDA Plant Analysis Lab provides this service for a nominal fee of
$4 per sample which should be forwarded along with the sample.

PSWCD 1
1. pddress: h:. C. Department of "griculLure
Plant Analysis Lab
Agronomic Division
Blue Ridge Road Center
Raleigh, NC 27611
Ph: [phone]
Attn: Dr. Ray Campbell
F. Request that as a minimum the following analyses be performed:
1. Total nitrogen (TKN)
2. Ammonia nitrogen (NH N)
'3. Total phosphorus (TP
4. Potassium .(K)
S. Dry litter samples should also include a total so -lids (TS) analysis.
G. Other analyses performed at no extra cost by NCDA include trace minerals.

PSWCD 2
Requcs t that ds the following a:nallyses be per -formed:
1. Total nitrogen (TKN)
2. Ammonia nitrogen Mi
N)
3. Total phosphorus
4. Potassium (K)
5. Dry litter samples should also include a total solids (TS) analysis.
G. Other analyses performed at no extra cost by NCDA include trace minerals.

PSWCD 2
T i-
B. Lagoon Liquid -`
1. Collect approximately 1/2 pint of recycled lagoon liquid from the
inflow pipe to the flush tanks.
2. From lagoon
a. Place a small bottle (1/2 pint or less) on the end of a 10-15
foot long pole.
b. Extend the bottle 10-15 feet away from the bank edge.
c. Brush away any floating scum or debris so it is not collected
with sample.
d. Submierge the bottle within 1 foot of the liquid surface.
e. Repeat at approximately 5 locations around the lagoon, place
into -a bucket, thoroughly mix, and empty 1 pint into sample
container.
3. From a multi -stage lagoon system collect sample from lagoon that
is going to be irrigated from. -
II. SAMPLE PREPARATION AND TRANSFER
A. Place the sample for analysis into a flexible or expandable container that
can be sealed. .The contai-ner should be rinsed clean with water and free
of any residues but should not be,c.hlorinated or treated -in any other way.
Dry litter may also be placed in a sealed plastic bag such as a freezer bag.
B. The sample should be refrigerated, iced or cooled, if possible, or trans-
ferred to the lab immediately.
C. Hand -delivery is the most reliable way of -sample transfer, but it can also
be mailed.
D. If mailed, sample container should first be protected with a packing material
such as newspaper, then .boxed or packaged with wrapping paper and taped.
E. The NCDA Plant Analysis -Lab provides this service for a -nominal fee of
$:4 per sample which should be forwarded along with the sample.
1. Address: N. C. Department of Agriculture
Plant Analysis Lab
Agronomic Division
Blue Ridge Road Center
Raleigh, NC 2; 611
~: [phone]
".ttn: Dr. Play Campbell

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Animal Waste Management Systems
Request for Certification of Coverage
Facility Currently covered by an Expiring Sate Non -Discharge General Permit
On September 30, 2024, the North Carolina State Non -Discharge General Permits for Animal Waste Management Systems will
expire. As required by these permits, facilities that have been issued Certificates of Coverage to operate under these State
Non -Discharge General Permits must apply for renewal at least 180 days prior to their expiration date. Therefore, all applications
must be received by the Division of Water Resources by no later than April 3, 2024.
Please do not leave any question unanswered Please verify all information and make any necessary corrections below.
Application must be signed and dated by the Permittee.
1. Certificate Of Coverage Number: AWS310253
2. Facility Name: Tripp Quinn Farm
3. Permittee's Name (same as on the Waste Management Plan): Jonathan Tripp Quinn
4. Permittee's Mailing Address: 1273 N Williams Rd
City: Pink Hill State: NC
Telephone Number: 910-298-3926 Ext. E-mail:
5. Facility's Physical Address: 1175 N Williams Rd
City: Pink Hill State: NC
6. County where Facility is located: Duplin
7. Farm Manager's Name (if different from Landowner):
g. Farm Manager's telephone number (include area code):
9. Integrator's Name (if there is not an Integrator, write "None"):
10. Operator Name (OIC): Billy W. Houston
11. Lessee's Name (if there is not a Lessee, write "None"):
12. Indicate animal operation type and number:
Current Permit: Operations Type
Swine - Feeder to Finish
Operation Types:
Swine
Cattle
Wean to Finish
Dairy Calf
Wean to Feeder
Dairy Heifer
Farrow to Finish
Milk Cow
Feeder to Finish
Dry Cow
Farrow to Wean
Beef Stocker Calf
Farrow to Feeder
Beef Feeder
Boar/Stud
Beef Broad Cow
Gilts
Other
Other
Zip: 28572
Zip: 28572
Murphy -Brown LLC
Phone No.: 910-289-6093 ext 3 OIC #: 17221
Allowable Count
2,880
Dry Poultry
Non Laying Chickens
Laying Chickens
Pullets
Turkeys
Turkey Pullet
Wet Poultry
Non Laying Pullet
Layers
Other Types
Horses - Horses
Horses - Other
Sheep- Sheep
Sheep - Other

13. Waste Treatment Lagoons, Digesters and Waste Storage Ponds (WSP): (FillNerify the following information.
Make all necessary corrections and provide missing data.)
Structure
Name
Structure Type
(Lagoon/Digester/
WSP)
Estimated
Date
Built
Liner Type
(Clay, Synthetic,
Unknown)
Capacity
(Cubic Feet)
Estimated
Surface Area
(Square Feet)
Design Freeboard
"Redline"
(Inches)
TQ1
Lagoon
12/15/1993
Full, clay
576,780.00
64,033.00
19.50
Submit one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed
application as required by NC General Statutes 143-215.1OC(d), either by mailing to the address below or sending it via
email to the email address below.
The CAWMP must include the following components:
1. The most recent Waste Utilization Plan (WUP), signed by the owner and a certified technical specialist, containing:
a. The method by which waste is applied to the disposal fields (e.g. irrigation, injection, etc.)
b. A map of every field used for land application (for example: irrigation map)
c. The soil series present on every land application field
d. The crops grown on every land application field
e. The Realistic Yield Expectation (RYE) for every crop shown in the WUP
f. The maximum PAN to be applied to every land application field
g. The waste application windows for every crop utilized in the WUP
h. The required NRCS Standard specifications
2. A site map/schematic
3. Emergency Action Plan
4. Insect Control Checklist with chosen best management practices noted
5. Odor Control Checklist with chosen best management practices noted
6. Mortality Control Checklist with selected method noted - Use the enclosed updated Mortality Control Checklist
7. Lagoon/storage pond capacity documentation (design, calculations, etc.) Please be sure the above table is
accurate and complete. Also provide any site evaluations, wetland determinations, or hazard classifications that may be
applicable to your facility.
8. Operation and Maintenance Plan
If your CAWMP includes any components not shown on this list, please include the additional components with your submittal.
(e.g. composting, digesters, solids separators, sludge drying system, waste transfers, etc.)
I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that,
if all required parts of this application are not completed and that if all required supporting information and attachments are not
included, this application package will be returned to me as incomplete.

Note: In accordance with NC General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false
statement, representation, or certification in any application may be subject to civil penalties up to $25,000 per violation. (18
U.S.C. Section 1001 provides a punishment by a fine of not more than $10,000 or imprisonment of not more than 5 years, or both
for a similar offense.)
Print the Name of the Permittee/Landowner/Signing Official and Sign below. (If multiple Landowners exist, all landowners
should sign. If Landowner is a corporation, signature should be by a principal executive officer of the corporation):
Name (Print): Title: C7 W r'VP_r
Signature: Date: 3" a01'oZt'�
Name (Print):
Signature: _
Name (Print):
Signature: _
Title:
Date: _
Title:
Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
E-mail: [e-mail]
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699-1636