310787_Permit Renewal Application 2019_20190410

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Animal Waste Management Systems
Request for Certification of Coverage
Facility Currently covered by an Expiring Sate Non -Discharge General Permit
On September 30, 2019, the North Carolina State Non -Discharge General Permits for Animal Waste Management Systems will
expire. As required by these permits, facilities that have been issued Certificates of Coverage to operate under these State
Non -Discharge General Permits must apply for renewal at least 180 days prior to their expiration date. Therefore, all applications
must be received by the Division of Water Resources by no later than April 3, 2019.
Please do not leave any question unanswered. Please verify all information and make any necessary corrections' below.
Application must be signed and dated by the Permittee.
1. Farm Number: 31-0787 Certificate Of Coverage Number: AWS310787
2. Facility Name: M & C Nursery
3. Landowner's Name (same as on the Waste Management Plan): Marshall H Phillips
4. Landowner's Mailing Address: 903 Wards Bridge Rd
City: Warsaw State: NC Zip: 28398
Telephone Number: 910-290-0111 Ext. E-mail:
5. Facility's Physical Address: 306 Spicer Rd
City: Kenansville State: NC Zip: 28349
6. County where Facility is located': _ `: • -
T. Farm Manager's Name (if different from L andowner)aw
�, � ,-Fn � 8. Farm Manager's telephone number (include area code) -
k'
9. Integrator's Name (if there is not anlntegrator write "None") Murphy -Brown LLC
Operator Name OIC Marshall H. Phillips Phone No.: 910-290-0111
11. Lessee's Name (if there is no- t-aLssee write Norie )_.
12. Indicate animal operation type and number: -
Current Permit: Operations Type Allowable Count
Swine - Wean to Feeder 3,552,
Operation Types:
Swine
Wean to Finish
Wean to Feeder
Farrow to Finish
Feeder to Finish
Farrow to Wean
Farrow to Feeder
Boar/Stud
Gilts
Other
OIC #: 28714
Cattle Dry Poultry Other Types
Dairy Calf Non Laying Chickens Horses - Horses
Dairy Heifer Laying Chickens Horses - Other
Milk Cow Pullets Sheep - Sheep
Dry Cow - Turkeys Sheep - Other
Beef Stocker Calf Turkey Pullet
Beef Feeder
Beef Broad Cow
Other
Wet Poultry
Non Laying Pullet
Layers

13. Waste Treatment and Storage Lagoons (Verify the following information is accurate and complete. Make all necessary
corrections and provide missing data.)
i
Structure
Name
Estimated
Date
Built
Liner Type
(Clay, Synthetic,
Unknown)
Capacity
(Cubic Feet)
Estimated
Surface Area
(Square Feet) /
Design Freeboard
"Redline"
(Inches)
#1
.s.:6
C/..../f
1-12...Z tv
21, /60e
4
tr
/IX 1
Mail one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed application
as required by NC General Statutes 143-215.10C(d) to the address below.
The CAWMP must include the following components:
1. The most recent Waste Utilization Plan (WUP) si; ned br 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 maiiagementpracttce oted
5 41 Odor Control Checklist:with`chosen best management p acttces` cited
Mortality Confrol Checklist with selected method noted Use the_enclosed updated Mortality Control `Checklist" ✓ __
.Lagoon/storage pondcapacttyt documenlatron (design 'calculation s etc) Please -'be - sure" the above table is a accurate and
complete Also p slzo ny ite=e al ors wetland determin ors or; hazard -classifications, lna may -be applicable -to
Your facility __•
Operation and Maintenance Plan_
. ...
If your'CAWMP mcIudes any- compnents onot shown on i.this-llist; please include : the additional. components with your - submittal.
• (e:g: composting digesters;.waste transfers tc.)3--*'"
s a second 1.option-4to 'imailrng. paper _copies eof . the japplication ;Vackage, you can scan and : einarlt one , - signed copyof the
application and`allthe CAWitems a MP bove to ;'2019PermitRenew
k y z
r[

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 ire not completed and that if all required supporting information and attachments are not
included, this application package will be returned to me as incomplete.
Note: In accordance with NC General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false statement,
representation, or certification in any application may be subject to civil penalties up to $25,000 per violation. (18 U.S.C.
Section 1001 provides a punishment by a fine of not more than $10,000 or imprisonment of not more than 5 years, or both for
a similar offense.)
Printed Name of Signing Official (Landowner, or if multiple Landowners all landowners should sign. If Landowner is a
corporation, signature should be b a principal executive officer of the corporation):
4r Name d /J_ / ?i 40-f Title. CO Wet, (4414/
Signature:
Name:
Date: 3. 2-6, / 9
Title:
Signature: Date:
Name:
Signature:
Title:
Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
"NCDEQ DWR `_
'.' .. _W'
Animal Program •
-Yf
1636 Mail Service Center -r t
Raleigh, North Carolina 27699 1636 �3,Y 157
Telephone number: [phone]
E-mail: [e-mail]
fair
FORM: RENEWAL -STATE GENERAL 02/2019

•
ROY COOPER
Governor
MICHAEL S. REGAN
secretary
LINDA CULPEPPER
Director
Marshall H Phillips
M & C Nursery
903 Wards Bridge Rd
Warsaw, NC 28398
NORTH CAROLINA
Environmental Quality
Subject: Application for Renewal of Coverage for Expiring State General Permit
Dear Permittee:
S+`t`15rr:tiP num
RECEIVE ll ,,1_. LWR
February 27, 2019
APR 102019
'Ia
Regional
Pe
1 r •
1'ty
n$SecttOn
Your facility is currently approved for operation under one of the Animal Waste Operation State Non -Discharge General Permits,
which expire on September 30, 2019. Copies of the new animal waste operation State Non -Discharge General Permits are available
at https://deu.nc.aov/about/divisions/water-resources/water-aualitv -regional-operations/afo or by writing or calling:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
_ -,Telephone number: [phone]
In` order to assure: your continued = coverage- under= the State Non -Discharge General Permits. you must submit an application for
permmt coverage to the"Division 'Enclosed you :will :fiind`a='Request for Certificate of Coveraae Facility. Currently Covered by an
.
Exarnng State Non Discharge General Permit The application form must be completed signed 'and returned by April 3. 2019.
Please- note that <Vou' mustinclude one fll copy ofx`the Certified Animal Waste Management- Plan l•CAWMP) with the
completed' and signed application' form = A' list of- items included in the CAWMP can- be found on page 2 of the renewal
apMplication form .`
Failure `to -request renewal` of your 'coverage under "a general permit- within the time period specified may result. in- a civil penalty.
�" �O eration of r''facilt ` ` -_
p y ty :without coverage under a valid general permit would constitute a violation of NCGS 143-215.1 and could
result in assessments of civil penalties of up to $25,000 per day.
If you have any [Astons`about the -State` Non -Discharge General Permits, the enclosed application, or any related matter please feel
free to contact the Animal Feeding Operations Branch staff at 919-707-9100.
Enclosures
cc (w/o enclosures):
Sincerely,
! �r
Jon Risgaard, Section Cluef T
Animal Feeding Operations and Groundwater Section
Wilmington Regional Office, Water Quality Regional Operations Section
Duplin County Soil and Water Conservation District
AFOG Section Central Files - AW S3 i 0787
Murphy -Br-+ t n l_i_C'
' 'Y
r.-sDacarre=r.[ofEnvironmentsQua!ny l Division ofWeterResources
N Salsbury St 11T.35 Mail S:rr° Center I Raleigh, North Csroiina 27699-1636
513-: C7.8DDD -

"----- 44
31 1 1
.Nutrient Management Plan For Animal Waste utilization
This plan has been prepared for:
M&C Nursery
Marshall Phillips
903 Wards Bridge
Warsaw, NC 28398
910-290-0111
•
This plate has bet -it developetl h
Billy Ilouslonn
Duplin Soil Water •
165 Agricultue Dr..
Suite B _
Kenansville, NC 28349
[phone].
Developer Signatu
Only With
Manure On
vne� anager/Producer-Agreement
u derstand and agree to tht_spe ifications and the ope;'att iiu mna;,ttC
established in this nutrient imanagente an wh ch mairaet.ati aopttf
sue• ���
..lam o aao
the farm named above I have reaif d d er6 tang the-teslui d ' 0
waste management that k> �, rhi ian :x �,� �
Signature (owner)
Date
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 Commission.
Plan Approved By:
Technical Specialist Signature Date
496452 Database Version 3.1 Date Printed: 06-12-2012 Cover Page 1

This waste plan is ‘\Tittoni on. a \v 1
Marshall Pliillip's.
„Narrati►•c
prii ft. bascLi on in f orrna Lion torn liamern Irrigation &
1—: tea... -r y/t. Lr4
496452 Database Version 3.1 Date Printed: 06-12-2012 Narrative Page Page 1 of 1

The Waste Utilization table shown below summarizes the waste utilization plan for this operation. This plan provides an estimate of the number of acres of cropland needed to use
the nutrients being produced. The plan requires consideration of the realistic yields of the crops to be grown, their nutrient requirements, and proper timing of applications to
maximize nutrient uptake.
This table provides an estimate of the amount of nitrogen required by the crop being grown and an estimate of the nitrogen amount being supplied by manure or other by-products,
commercial fertilizer and residual from previous crops. An estimate of the quantity of solid and liquid waste that will be applied on each field in order to supply the indicated quantity
of nitrogen from each source is also included. A balance of the total manure produced and the total manure applied is included in the table to ensure that the pan adequately provides
for the utilization of the manure generated by the operation. ki
Waste Utilization Table
Tract
Field
Source
ID
Soil Series
Total
Acres
Use.
Acres
Crop
r
jt°xs•
" RYE
Applic.
Period
Nitrogen
PA/
Nutrient
Req'd
(lbs/A)
Comm,
Fert.
Nutrient
Applied
(lbs/A)
Res.
(lbs/A)
Applic.
Method
Manure
PA
NutrientA
pplied
(lbs/A)
Liquid
ManureA
pplied
{acte.),
Solid
Manure
A.. _ •
=,r=tr.A ��
Ltgtad
Manure
.4, Applied
ri'eldY
Solid
Manure
Applied
(Field)
N
N
N
N
1000 ,
gal/A ,
i,T.
l 4 gals
tons
1462
1
S5
Bonneau
2.00
1.80
Small Grain Overseed
'1:0 Tons
10/1-3/31
50
0
0
Irrig.
50
19.97
35.95
0.00
1462
1
S5
Bonneau
2.00
1.80
Hybrid Bermudagrass Hay
5.5 Tons
3/1-9/30
269
0
0
Irrig.
269
107.45
. ', ,•00
193.41
0.00
1462
3AW
S5
Bonneau
7.70
0.70
Small Grain Overseed
1.0Tons
10/1-3/31 ,
• 50
0
0
Irrig.
50
19.97
0.00
39.94
0.00
1462
3AW
S5
Bonneau
7.70
0.70
Hybrid Bermudagrass Hay
i.5r.5 Tons
3/1-9/30
269
0
0
Irrig.
269
,107.45
000
2;14.90
0.00
1462
3pvt
S5
Bonneau
7.70
7.00
Small Grain Overseed
M4ii,44116
0.Tons
i;
10/1 3/31
i
'` 50
0
0
t
Irrig.
50
1r 97
0.00
149.39
0.00
1462
3pvt
S5
Bonneau
7.70
7.00
Hybrid Bermudagrass Hay
;
C13.`'.i'' 1.,-
SS;Tons
.. 4
3/1-9730
269
0
0
Irrig.
269
107 45
0.1.,0
803,72
0.00
1462
A
S5
Bonneau
6.60
3.50
Small Grain Overseed
;;1.OTons
• 10/1-3/31
50
0
0
Irrig.
50
1997
O.IFO
69.90
0.00
1462
A
S5
Bonneau
6.60
3.50
Hybrid Bermudagrass Hay
ss.STons
3/1-9/30-
269
0
0
Irrig.
269
107,45
, 0.:)1"
376.07
0.00
1462
B
S5
Bonneau
6.60
1.60
Small Grain Overseed
••' ;
�`{1
'r,,
10„Tons
110/1-3/31
'50
0
0
Irrig.
50
19.97
O.Qt
31.96
0.00
1462
B
S5
Bonneau
6.60
1.60
Hybrid Bermudagrass Hay
1,
`5.5Tons
3/1-9730
269
0
0
Irrig.•
269
107.45
0.00
171.92
0.00
1462
C,AW
S5
Bonneau
6.60
1.50
Small Grain Overseed
''."
1..0 Tons
10/1-3/31
50
0
0
Irrig.
50
19.97
0.00
29.96
0.00
1462
C,AW
S5
Bonneau
6.60
1.50
Hybrid Bermudagrass Hay
5.5 Tons
3/1-9/30
269
0
0
Irrig.
269
107.45
0.00
161.17
0.00
3218
P1
S5
Autryville
17.90
5.70
Corn, Grain
85 bu'.
2/15-6/30
104
0
*15
Irrig.
89
35.55
0.00
202.64
0.00
3218
P1
S5
Autryville
17.90
5.70
Wheat, Grain
45 bu.
9/1-4/30
104
0
0
Irrig.
54
21.60
0.00
123.13
0.00
3218
P2
S5
Autryville
17.90
5.70
Corn, Grain
85 bu.
2/15-6/30
104 /
0
*15
Irrig.
89
35.55
0.00
202.64
0.00
I. 3218
P2
S5
Autryville
17.90
.5.70
Wheat, Grain
45 bu.
9/1-4/30
104
0
0
Irrig.
54
21.60
0.00
123.13
0.00
496452 Database Version 3.1
Date Printed: 6/12/2012
;} r
WUT Page Page 1 of 4

Waste Utilization Table
Year 2
Tract
7
Field
Source
ID
Soil Series
Total
Acres
Use.
Acres
Crop
•c.,1
RYE'.
Applic.
Period
Nitrogen
PA
Nutrient
Req'd
(lbs/A)
Comm.
Fert.
Nutrient
Applied
(lbs/A)
Res.
(lbs/A)
Applic.
Method
Manure
PA
NutrientA
pplied
(lbs/A)
Liquid
ManureA
pplied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
N
N
N
N
IODD,
gal/A
•I'tin-
1000 gals
tons
1462
1
S5
Bonneau
2.00
1.80
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
19.97
j1'.0.00
35.95
0.00
1462
1
S5
Bonneau
2.00
1.80
Hybrid Bermudagrass Hay
5.5 Tons
3/1-9/30
269
0,
0
Irrig.
269
107 45
• 9 0
,#u1,93.41
0.00
1462
3AW
S5
Bonneau
7.70
.0.70
Small Grain Overseed
10 Tons
10/1-3/31
50
0
0
Irrig.
50
19.97
r
-F i9.91
0.00
1462
3AW
S5
Bonneau
7.70
0.70
Hybrid Bermudagrass Hay
`5.5 Tons
3/1-9/30
269
0
0
Inig.
269
107.45
. _ +il! 1
: ""` 14.90
0.00
1462
3pvt
S5
Bonneau
7.70
7.00
Small Grain Overseed
';,
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
19.97
. L <i;_
149.39
0.00
1462
3pvt
S5
Bonneau
7.70
7.00
Hybrid Bermudagrass Hay
5.5 Tons
3/1-9/30
269
0
0
Irrig.
269
107.45
._; ::1/
803.72
0.00
1462
A
S5
Bonneau
6.60
3.50
Small Grain Overseed
1..0 Tons
loll-3/31
SO
0
0
Irrig.
50
19.97
4'170
69.90
0.00
1462
A
S5
Bonneau
6.60
3.50
Hybrid Bermudagrass Hay
5.5 Tons
3/1-9/30
269
0
0
Irrig.
269
107.45
'', 0:00
376.07
0.00
1462
B
S5
Bonneau
6.60
1.60
Small Grain Overseed
(p ; s ; I
1 0 Tons
10/1-3/31
50
0
0
Irrig.
50
-, 19.97
•, 0, t)0
�_31.96
0.00
1462
B
S5
Bonneau
6.60
1.60
Hybrid Bermudagrass Hay
•
:5.5,,,Tons
3/1-9/30.
269
0
0
Irrig.
269
• 107.45
.. ,,0;Q.0
171.92
0.00
1462
C,AW
S5
Bonneau
6.60
1.50
Small Grain Overseed
1'.0 Tons
10/1-3/31
. 50
0
0
Trig.
50
19.9.7
:1100
29.96
0.00
1462
C,AW
S5
Bonneau
6.60
1.50
Hybrid Bermudagrass Ha
y g y
5.5,Tons
3/1-9/30
269
0
0
Irrig.
o
269
] 07.45
<'"
, •,1:1-.:(}•0
161.17
0.00
3218
PI
S5
Autryville
17.90
5.70
Wheat, Grain
i
;,
445 bu,.
9/1-4/30
104
0
0
Irrig.
50
19.94
I b' )
113.66
0.00
3218
P1
S5
Autryville
17.90
5.70
Soybeans, Manured, Double Crop
,
-. 25 bu.,
4/1-9/15
100
0
0
Irrig.
100
39.94
b
-'-.0
227.68
0.00
3218
P2
S5
Autryville
17.90
5.70
Wheat, Grain
45 bu.;
9/1-4/30
104
0 .
0
Irrig.
50
19.94
0.00
113.66
0.00
3218
P2
S5
Autryville
17.90
5.70
Soybeans, Manured, Double Crop
.
'µ
,, 25'bu.
4/1-9/15
100
0
0
Irrig.
100
39.94
0.00
227.68
0.00
3218
P3AW
S5
Autryville
17.90
6.50
Wheat, Grain
45 bp.
.9/1-4/30
104
0
0
Irrig.
50
19.94
0.00
129.61
0.00
3218
P3AW
S5
Autryville
17.90
6.50
Soybeans, Manured, Double Crop
25 bu.
4/1-9/15
100.
0
0
Inig.
100
39.94
0.00
259.64
0.00
496452 Database Version 3.1 Date Printed: 6/12Y2012
WUT Page Page 3 of 4

t1 .ate+• ,,' Fi eirrAM •L41.--.
The Irrigation Application Factors for each field in this plan are shown in the following table. Infiltration rate varies with soils. If
applying waste n trients.through an irrigation system, you must apply at a rate that will not result in runoff. This table provides the
maximum application rafeepex��hour that may be app'hed to each field selected to receive wastewater. It also lists the maximum
applicv�ation✓ amouit9tkt at a # F I.ay receive m aoneo plicate evenr
'i. '. mot' } .�-i:.:�i ,.,,� _Y. -y�' s .,.C11s• _ ..
Irrigation Application Factors
Tract
Field
Soil Series
Application Rate
(inches/hour)
Application Amount
(inches)
1462
1
Bonneau
0.60
1.0
1462
3AW
Bonneau
0.60
1.0
1462
'3pvt '
B6nneau7 ' --
0.60
1.0
1462
A
Bonneau
0.60
1.0
1462
B
Bonneau.
,_
0.60
1.0
•
1462
C,AW
Bonneau
'• 0.60'
1.0
3218
P1
Autryville s
$
.0.60
1.0
3218
._ ' P2 _
Autryville
r: {
0.60
1.0
3218
T P3AW --,_
Autryville -
-
" 0:60':
1.0
496452 Database Version 3.1 Date Printed 6/12/2012 IAF Page Page 1 of 1
NOTE: Symbol * means user entered data.

The Available Waste Storage Capacity table provides an estimate of the number of days of storage capacity available
at the; nd=of==each month of the 1 '= ailable storage capacity is calculated as the design storage capacity in days
�..� � P Y g P tY
minus the nur lbe otdays of net storage vghlme accumulated The start date is a value entered by the user and is
cifrm a a e date p to applying utti �ntS�kb th rst ro uX A.the plan at which storage volume in the lagoon or
hot Yrg-pond juaMb zero. s a
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 riutrien s 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.
Source Name
Swine Nursery Lagoon Liquid
Design Storage Capacity (Days)
Start Date -
09/11
180
Plan Year
Month
Available Storage Capacity (Days) *
1
1
176
1_....
2
180
1
3
180
1
r4
180
1
5
180
_ —.6
180
7
180
1
8
180
1
9
180
1
10
180
1
11
180
1
12
180
2
1
180
2
2
180
2
3
180
2
4
180
2
5
180
2
6
180
2
7
180
2
8
180
2
9
180
2
10
176
2
11
173
2
J
12
180
* Available Storage Capacity is calculated as of the end of each month.
tt1=G lti `ir --*11
496452 Database Version 3.1 Date Printed: 06-12-2012 Capacity Page 'a1 i /PP
%meter Quality
Regional Operations Section

8. Animal waste shall not be applied to saturated soils, during rainfall events, or
when the soil sauce is frozen.
'Waste shall be applied.on actively growing crops in such a manner that
e 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. Waste/nutrient loading rates on
these soils should be held to a minimum and a suitable winter cover crop planted
to take up released nutrients. Waste shall not be applied more than 30 days prior
to planting of the crop or forages breaking dormancy.
11 Any.new.swine facility sited on--orafter October;1,-1995 shall comply with the
'following: The outer perimeter of the land area onto which waste isapplied from
_a lagoon that is a component ofaswine 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"applied_closer than.100 feet to wells v -
--13. —Animal waste shall not be applied closer than-200 feet of dwellings other than
_those owned-bythe landowner.
-.14 - Waste shall he applied in a manner- not toreach-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.
16. Domestic and industrial waste from washdown facilities, showers, toilets, sinks,
etc., shall not be discharged into the animal waste management system.
496452 Database Version 3.1 Date Printed: 6/12/2012 Specification Page 2

Crop Notes
I
The following crop note applies to field(s) : P1, P2, P3AW
=
' Co • -.CP Minera SolOredrunileAching
In the Coastal Plain, corn is normally planted when soil temperatures reach 52 to 55 degrees fahrenheit.
Review the OffiCial Variety "green book" and information from private companies to select a high
yielding variety with the characteristics needed for your area and conditions..Plant 1-2" deep. Plant
populationsshould be determined by the hybrid being planted. Increase the seeding rate by 10% when
planting no -till. Phosphorus and potassium recommended by a soil test can be broadcast or banded at
planting: When planting early in cool, wet soil, banded phosphorus will be more available to the young
plants. An accepted practice is to apply 20-30 lbs/acre N and 20-30 lbs/acre phosphorus banded as a
starter and one-half the remaining N behind the planter. The rest of the N should be applied about 30-40
days after emergence. The total amount of N is dependent on soil type. When including a starter in the
fertilizer program, ,tAe recommended potassjum,and any additional:phosphorusis normally broadcast at
planting. Plant sar_nples can be, analyzed. duringthe gr:owing season ,to monitorthe overall nutrient status
of the cciinTimely rnariagenient of weeds and insects are essential for corn produetion.
Thetoll6Wing deli -note to'field(s): 1, 3AW, 3pift; A, B, C,AW
- t • *.2. .
Berniiidagrass Coastal Plain, Mineral Soil, Moderately Well Drained
!•-7
• Adaptation: Well -adapted.- - -
In the Coastal Plain, hybrid bermudagrass sprigs can bulanted Mar, 1 to. Mar. 31, Cover sprigs 1" to 3"
deeP1.5"'OPtirifal):-SPiigSi'sh-Orildb6 Planted 4uick1S7affer'cliggiiig -aildnotallowed to -dry in sun and
CO-atal--'iiid:-Tiftoit18 plant at least 10 bu/ac in 3' rows, spaced 2' to 3' in the row. Generally a
rate of 30 bu/ac'is satisfactory to produce full -groundcoVerin one or two years under good growing
reonditiOns. Tiftori:44spreads',:sloWlY.''sol-nSe-af leist-40'bulde' in 1:5to 2' rOWS-sPiced.1' 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.
496452 Database Version 3.1 Date Printed: 06-12-2012 Crop Note Page Page 1 of 2

2
5
6
7
8
ge.( 57-4,4m,4
NUTRIENT UTILIZATION PLAN
AQUIRED SPECIFICATIONS
•
Animal waste shall not reach surface waters of the state by runoff, drift, manmade
conveyances, direct application, or direct discharge during operation or land application.
Any discharge of waste which reaches surface water is prohibited.
There must be documentation in the design folder that the producer either owns or has an
agreement for use of adequate land on which to properly apply 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`wasteproductior facility'td secure'an update of the Nutrient Utilization Plan
when there is a change: in the, operation, increase in the number., of.animals, method of
application, recieving crop type, or available land.
y,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.ofapplications
`for other nutrients ``
Animal waste shall be applied to land eroding less than 5 tons per acre per year Waste
rriay beapplied to land eroding at more than 5 tons per acre per year but Tess 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).
Odors can be reduced by injecting the waste or disking after waste application. Waste
should not be applied when there is danger of drift from the land application field.
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).
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.
Animal waste shall not be applied to saturated soils,during rainfall events, or when the
surface is frozen.
9 of 11

iiii I MIc%i U i iLI .J i'urn rLi �kg
REQUIRED SPECIFICATIONS
9 Animal waste shall be applied on actively growing crops in such a manner that the crop is not
-x-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. Waste/nutrient loading rates on these soils should be held to a
minimum and a suitable winter cover crop planted to take up released nutrients..' Waste shall
applied more than30 daysprior to planting of the crop"or forages breaking dormancy.
1 tY .. - r -
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 swinefarm shall beat least 50 feet from any residential property `boundary and canal. Animal
waste; "other than"swine waste''from' facilities'srted'ori'or after October 1, 19957shall not be
_applied :closer than 25 feet to perennial waters.
ial waste shall not be applied closerthan 100 feet to wells
13 Animal waste shall not be applied closer than 200 feet of dwellings other than those owned by
the landowner.
14 Waste shall be applied in a manner not to reach other property and public right-of-ways.
15 Animal waste shall not be discharged into surface waters, drainageways, or wetlands by discharge
or by over -spraying. Animal waste may be applied to prior converted 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.
16 Domestic and industrial waste from washdown facilities, showers, toilets sinks etc=-, shall not be
discharged into the animal waste management system.
10 of 11

NUTRIENT UTILIZATION PLAN
a�
;• REQUIRED SPECIFICATIONS
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 erosion: - -+
19 Waste handling structures, piping, pumps, reels, etc., should be inspected on a regular basis to
prevent breakdowns, leaks and spills. A regular maintenance checklist should be kept on site.
Animal waste can be-usefinfa rotation fha't includes vegetables and othei=crops for direct human
cons w sumptionHoever,'-if aniinal 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.
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 soil shall be monitored
and alternative crop sites shall be used when these metals approach excessive levels. pH shall 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 a
minimum of five years.
23 Dead animals will be disposed of in a manner that meets North Carolina regulations.
11 of 11

`, fir' �.' � .

g%minoswv

Fees of Rotation 360
% End Gun On - 100%
End G rrGPM --y - - 46.9
RDUGB-RF
tV LRDU Tire Code
Wheel GB=Ratio
Frequency(Hz)
Irrigated Acres
GPM/Acre
—Inches-/Day`mot-
LRDU Speed, FtJMin 12.10 Measured Speed in Ft/min (opt)= 0.00
'Inches per.
Revolution
0.07
_ 0.08
0.10
=0;12
.14
8-.`-
.4 G sy.`.
0.35
/0.39
0.51
0.59
0.71
0.89
1.18
1.42
1.77
2.36
3.55
7.09
Because the above information is based upon variables
(end gun range, psi,.gpm), that are produced by the customer
and other parties which we cannot verify, Valmont cannot
guarantee the accuracy of the above conclusions.
Furthermore, in this program, Valmont makes no representations
or recommendations as to percentage timer setting, water
application rates, and other similar farm management decisions.

PERATION & MAI
E LAN
Proper lagoon management should be:a year -ground priontyIt' s especially important to manage
levels so that you do not have problems during extended rainy and wet penods 4-a
.may- S
' %T_� 3.! r� � n.s � MN.'� �'S.
Maximum storage capacity should be available in the lagoon for periods when the receiving crop is
dormant (such as wintertime for bermudagrass) or when there are extended rainy spells such as a
thunderstorm season in the summertime. This means that at the first sign of plant growth in the
later winter / early spring, irrigation according to a farm waste management plan should be done
whenever the land in dry enough to receive lagoon liquid. This will make storage space available in
the lagoon for future wet periods. In the late summer / early fall the lagoon should be pumped down
to the low marker (see Figure 2-1) to allow for winter storage. Every effort should be made to
"maintain the lagoon close to the minimum -liquid level as long as the weather and..waste utilization
plan will allow it.
gam. _
Waiting until the lagoon has reached its maximum storage capacity before starting to irrigated does
not leave room for storing excess water during extended wet periods. Overflow "from the lagoon for
any reason except a 25-year, 24-hour storm is a violation of state law and subject to penalty action.
The routine
•
maintenance of a lagoon involves the following:. -
Maintenance of a'vegetative cover for the dam. Fescue or common bermudagrass
are the most comrnon vegetative covers.- The vegetation should be fertilized each
year, if needed, to maintain a -vigorous stand. The amount, of fertilized applied
should be based -on a soils test;. but in the event that it is not practical to obtain a
soils test each ..year, the_ lagoon. embankment -andareas
surrourding should be
fertilized with 800_.pounds per acre of 10-10-10, or equivalent
et Sin
• Brush and treeson 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
2

Lagoon surface—Iooksfo�
1. undesirable vegetativg
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 or vegetation or as a result of wave action
5. -- rodent damage
Larger lagoons maybe subject :to' liner:=damage:6due_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_'sidevvall, baffles''in-the`-lagoon may be
use_d to reduce the wave impacts
Any of these features could lead to erosion and weakening ofdam:;the If your lagoon
has any of these features, you_should-call an appropriate expert familiar with design and
construction of waste lagoons Yourmay_need. to= provide,a_-temporaryJix if,there is a
threat of --waste discharger, However,,:, a_ permanent -,solution. should -be -.reviewed by the
technical expert -,,Any digging into: ea := lagoon dam -with F-heavy..'equipment r.is-;<a serious
undertaking With potentially serious `consequences andfarld'shouldC.rioebd conducted unless
recommended by ana_approp?iatetechnical-Expert. . ~0 ='` 'A`�"" '
'7 C. �!�kF f' j-"�: 'at:: i'� l ' 3—i'.1'.• - Sd. tit.E k..T i_
Transfer Pumps -= check for proper operation,of:
recycling pumps
2. irrigation
_
Check-for.leaks,loose fittings, and overall pump operation. An unusually loud or grinding
noise, or a large amount of vibration, may indicate that the pump is in need of repair or
replacement.
NOTE: Pumping systems should be inspected and operated frequently enough so that
you are not completely "surprised" by equipment failure. You should perform your
pumping system maintenance at a time when your lagoon is at its low level. This will
allow some safety time should major repairs be required. Having a nearly full lagoon is
not the time to think about switching, repairing, or borrowing pumps. Probably, if your
lagoon is full, your neighbor's lagoon is full also. You should consider maintaining an
inventory of spare parts or pumps.
• Surface water diversion features are designed to carry all surface drainage
waters (such as rainfall runoff, roof drainage, gutter outlets, and parking lot.
runoff) away from your lagoon and other waste treatment or storage
structures. The only water that should be coming from your lagoon is that
which comes from your flushing (washing) system pipes and the rainfall that
hits the lagoon directly. You should inspect your diversion system for the
following:
1. adequate vegetation
2. diversion capacity
3. ridge berm height
3

Identified problems should be corrected promptly. It is advisable to inspect your system
during or immediately folloVvi6 T...A'-' er train. If technical assistance,is needed to
,-. . —
determine proper -solutions too - , It.hji-ggeOriate ex5r4s
,.
i- .
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 overflow problem from a surface water diversion or there may be seepage into
__. .._
the lagoon from the surrounding land.
Lagoon Operation - dr:" ;re; •
/- .1= r C:317 • 4,7:3:--;:y
•
startup:
"s7 `±- — •
<
1:- -Immediately - after construction establish :a complete sod cover on bare soil
surfaces to avoid erosion.
Fill lie-w lagoon design-treatMent,,volume;,:at.leaet rhalf!full.,Of-waterIbefore waste
_loading begins taking care not.torerode,lining or bank_slopet,..
3DrapesjntothIagoonshoutd hav&a1flextb pipe,e)iterlder. on the end of the
pipe-Jo,disbhaFge„pearthe-,JDottom: of theiagoon during initial fillingor another
meapsof, slowing the incoming to avoid erosion of the -lining. -
4. ‘When - possible, begin -loading _new: lagoonsjn the:spring-to maximize bacterial
este bl i§hrn e nt -(clue to War -Met idatlfer)-.9
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 seedirig'stiould occur- at least two weeks prior to the addition of
wastewater.
6. Maintain a periodic check on the lagoon liquid pH. If the pH falls below 7.0, add
agricultural lime at the rate of 1 pound per 1000 cubic feet of lagoon liquid volume
until the pH rises above 7.0. Optimum lagoon liquid pH is between 7.5 and 8.0.
7. A dark color, lack of bubbling, and excessive odor signals inadequate biological
activity. Consultation with a technical specialist is recommended if these
conditions occur for prolonged periods, especially during the warm season.
Loading:
The more frequently and regularly that wastewater is added to a lagoon, the better the
lagoon will function. Flush systems that wash waste into the lagoon several times daily
are optimum for treatment. Pit recharge systems, in which one or more buildings are
drained and recharged each day, also work well.
4

Practice water cotaser attot.lik jninimize building t watej. u_ s_ ag and spillage from
'leaking waterersAttken`°ppestand washdown through proper maintenance and water
conservation._. ii
Minimize feed wastage and spillage by keeping feeders adjusted. This will reduce the
amount of solids entering the lagoon.
Management:
• Maintain lagoon liquid level between the permanent storage level and the full
temporary storage level.
• .- Place visible markers or stakes on the lagoon bank to show the minimum liquid level
and the maximum liquid level: (Figure 2-1) _ _
•T., Start ..,irrigatingat:_=the:;=;earliest,- possible odateiFin the sprinr'based on nutrient
requirements •and soil moisture so that temporary storage will be maximized for the
summer thunderstorm season. Similarly,_ irrigate in the latesummer.! early fall to
. provide.maximum lagoori`storage •forthe Winter: } T1'1''-1' e� 1'
ems:
• The lagoon liquid level should never be closer than 1 foot to the lowest, point of the
dam or'embankment: _; x:*- ,E ,,a, k=
aft .. kf..3„ C 'Ili"! L ` 'i,.- 1.£3 z. **LA, 1 113.r . �5
-Don not pump -the'fagoon' Iquid level IowertFan 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. _ : :_ _ ... .
- • _� s."SI
• Prevent -additions -of bedding -materials, -long-stemmed forage"orvegetation, 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:
5
APR 10 2019
Water Quality
Regional Operations Section

',�}: _:ice .sue
■ propgr-ta■ °q..
• mechanical Sblifs 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:= , ; -
- . ,ram:
• 71. -Mix the sludge and lagoon l_iquid,with a chopper -agitator impeller- pump through large -
_borespnnkler,_irngatior system onto nearby cropland;and soil incorporate.
m• flewater th.e:upper partoflagoon by irrigationontonearby cropland or forageland; mix
ainirig sludge; pump into liquid ;:sludge :applicator;`haul and"spread-onto`cropland or
rageland; and soil incorporate.
Dewater the.upper.part-oPlagoon=by irrigation=onto nearby;cropland orTforageland;
• l 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,_m_ ethod,.,, you must,have,the sludge material analyzed for waste
constituents just as you would your lagoon water. The sludge will contain different
nutrient and metal values from the liquid. The application of the sludge to fields will be
limited by these nutrients as well as any previous waste applications to that field and crop
requirement. Waste application rates will be discussed in detail in Chapter 3.
When removing sludge, you must also pay attention to the liner to prevent damage.
Close attention by the pumper or drag -line operator will ensure that the lagoon liner
remains intact. If you see soil material or the synthetic liner material being disturbed, you
should stop the activity immediately and not resume until you are sure that the sludge can
be removed without liner injury. If the liner is damaged it must be repaired as soon as
possible.
Sludge removed from the lagoon has a much higher phosphorus and heavy metal content
than liquid. Because of this it should probably be applied to land with low phosphorus and
metal levels, as indicated by a soil test, and incorporated to reduce the chance of erosion.
Note that if the sludge is applied to fields with very high soil -test phosphors, it should be
applied only at rates equal to the crop removal of phosphorus. As with other wastes,
always have your lagoon sludge analyzed for its nutrient value.
6

The application of sludge will increase the amount of odor at the waste application site.
Extra pyre cautimshould be used to observe the wind direction and other conditions which
:could p Oe't cemof 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
Teixim. stplacing any pipes in darns.)
• .741,.Lagoon liquid.<Ievels - high.Ievels are a safety -risk:
,Failure -to inspectand=maintain thetdam ` F .
• . Excess surface water flowing into the lagoon.
{ t'tY; aft r
-Liner integrity E :protect from inlet pipe:: -scouring; .damage during --sludge removal, or
,:rupture froin_lowering:lagoon liquidievel below groundwater table.
NOTE4Iff-_lagoon_water:is alto f. ed to overtop thee dam;_;the moving water: will:_ soon cause
gullies to ._form in the _dam Onoei;this~ damage starts,: it =-can.,-.quickly=<cause a large
discharge of wastewater and`possible dam failare'' i. '
7

E l.E:< KM( C a CTION PLAN
PHONE NUMBERS
DIVISION OF WATER QUALITY (DWQ)
EMERGENCY MANAGEMENT SERVICES (EMS)
SOIL AND WATER CONSERVATION DISTRICT (SWCD)
NATURAL -RESOURCES CONSERVATION SERVICE (NRCS)
COOPERATIVE EXTENSION SERVICE (CES)
-29 Ce =Ia t-
q to - ack a,.Qs)
°t to - aq [, - a.t ace
ate- -a1�3
This plan will be"lmple`mented 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
nave yoiallroperty fo consider that .you have a'problern. You should make every effort to
ensure that this does not happen This plan should be posted in an accessible location
for all employees at the facility:; The following.are some action items you should take.
1 Stop the release of wastes Depending on the situation, this may or may not be possible. Suggested
responses to some possible problems are iisted;below.
•iunrc ,� iLl.. •,n-."i i.:i4 .
Lagoon' overflow -_: =-;tib� ,t,.r.
possible'solufions are.
a) Add soil to berm to increase elevation of dam
wastes to'felds atan acceptable'rate.
c) =' =Stop`all flow to°the lagoon: immediately.; -._ -
d) ,- „,ta<Calla pumping contractor :tom } -
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 flowin the house, flush systems, or solid separators.
A.
E. Leakage from base or sidewall of lagoon. Often this is seepage as opposed to flowing leaks -
possible action:
a) Dig a small sump or ditch from the embankment to catch all seepage, put in a submersible
pump, and pump back to lagoon.
b) If holes are caused by burrowing animals, trap or remove animals and fill holes and
compact with a clay type soil.
c) Have a professional evaluate the condition of the side walls and the lagoon bottom as soon
as possible.
8

2 Assess the extent of the spill and note any obvious damages.
. «'Did the waste reach s rfac 'vvg$ers?
Approximately how much was released and for what duration?
Any damage notes, such as employee injury, fish kills, or property damage?
Did the spill leave the property?
Does the spill have the potential to reach surface waters?
Could a future rain event cause the spill to reach surface waters?
Are potable water wells in danger (either on or off the property)?
How much reached surface waters?
c.
d.
e.
f.
9.
h.
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. the movement of the-spill,::weather and
wind conditions. The ,corrective measures that..haveabeen .under. taken, and the
(seriousness of the: situation
If th_espillleaves propert or enters surface waters call local EMSphone number.
Instruct EMS to'contact local Health Department
Contact CE's phone number, local SVVCD office phone number and the local NRCS
office for advice / technical assistance phone number.
If none of the above works -call 911 or -the Sheriffs Department and explain your problem to
them and ask the person to contact the: properagenciesfor you.
..«• cif( t R. '.' .- sue"! -`W-7, n
Contact the contractor of your:choice to=begin repair or --problem to minimize offsite damage.
a. Contractors Narne-- `Murphy Brown,'LLC
b. Contractors Address: P.O. Box 856, Warsaw, NC 28398
c . Contractors Phone: [phone]
6. Contact the technical specialist who certified the lagoon (NRCS, Consulting Engineer, etc.)
a. Name:_ Kraig Westerbeek
b. Phone: (910) 293 - 5330
7. Implement procedures as advised by DWQ .and technical assistance agencies to rectify the
damage, repair the system, and reassess the waste management plan to keep problems
with release of wastes from happening again.
9

INSECT CONTROL CHECKLIST FOR ANIMAL OPERATIONS
411,. a
•
- Source
,_Cause
BMP's to Minimize Odor Site Specific Practices
Flush Gutters Accumulation of solids
Lagoons and Pits Crusted Solids
(Liquid Systems)
(✓) Flush system is designed and operated
sufficiently to remove accumulated
solids from gutters as designed.
( ) Remove bridging of accumulated solids at
discharge
(✓) Maintain lagoons, settling basins and
_ P pits where pest breeding is apparent to
'•- _:minimize the crusting of solids to a depth
11 H s--Z ,.:. - = - ~..- of no more than 6-8 inches over more than .--
x
n _ . 5�.._._. ._ . 30%g of surface
Excessive Decaying vegetation: "-(v)Maintain vegetative control along banks of
Vegetative Growth lagoons and other impoundment's to prevent
::. accumulation of decaying vegetative matter
• »along water's edge on impoundment's perimeter.
(Dry Systems)
•
Feeders
' Feed Spillage - () Design, operate and maintain feed systems (e.g..
c - bunkers and troughs) to minimize the acc emulation
o decaying wa tage. _.
f deca s
(-)� Clean up spillage on a routine basis (e.g. 7-10 day
interval during summer; 15-30 day interval during winter).
Feed Storage Accumulation of feed
() Reduce moisture accumulation within and around
immediate perimeter of feed storage areas by
insuring drainage away from site and/or providing
adequate containment (e.g., covered bin for
brewer's grain and similar high moisture grain
products).
( )_ Inspect for and remove or break up accumulated
solids in filter strips around feed storage as needed.
Animal Holding Accumulation of animal () Eliminate low area that trap moisture along fences
Areas wastes and feed wastage and other locations where waste accumulates and
disturbance by animals is minimal.
( ) Maintain fence rows and filter strips around animal
- - holding areas to'minimize accumulations of wastes
(i.e. inspect for and remove or break up accumulated -
solids as needed).
MIC — November 11, 1996
10

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

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

Storage tank or
basin
Settling basin
surface
Partial microbial
decomposition Mixing while (
filling -Agitation when emptying(
Partial microbial decom-
position Mixing while filling
Agitation when emptying
(
(
)Bottom or midlevel loading
)Tank covers
)Basin surface mats of solids
)Proven biological additives or oxidants
}Extend drainpipe outlets underneath liquid
level
)Remove settled solids regularly
Manure, slurry or
sludge spreader
outlets
Dead animals
Dead animal
disposal pits
Agitation when spreading
Volatile gas emissions
( )Soil injection of slurry/sludges
( )Wash residual manure from spreader after use
( )Proven biological additives or oxidants
Carcass decomposition
( )Proper disposition of carcasses
Carcass decomposition ( )Complete covering of carcasses in burial pits
)Proper,location / construction of disposal pits
Incinerators Incomplete combustion ( )Secondary stack burners
Standing water improper drainage :,(,()Farm access road maintenance
around facilities , Microbial decomposition,of_a ,t,-away from facilities
organic matter
Manure tracked ,. Poorly maintained access ;;(✓)Farm -access road maintenance
onto public roads roads
from farm access
Additional Information:
Available From:
` Swine Manure Management 0200 Rule / BMRPacket"-:. --, NCSU-County Extension Center
Swine Production Farm Potential Odor Sources and Remedies, EBAE Fact. Sheet NCSU-BAE
. _ Swine Production Facility Manure Management:P_ it Recharge —Lagoon Treatment:EBAE128-88NCSU-BAE
Swine Production Facility. ManureManagement:Underfloor-Fluse-Lagoon,Treatment 129-88NCSU-BAE
Lagoon Design,and Management for Livestock: Manure: Treatment and Storage; EBAE103-83NCSU-BAE
Calibration of Manure and Wastewater Application Equipment EBAE Fact Sheet NCSU-BAE
:_Controlling -Odors from Swine Buildings; PIH 33 . _ ` "-": - . NCSU-Swine Extension
Environmental Assu rance Program:. NPPC Manual NC Pork Producers
Assoc
Options for Managing Odor; a report from the Swine Odor Task Force NCSU Agri Communication
Nuisance Concerns in Animal Manure Management: Odors and Flies; PR0101, Florida Cooperative Extension
1995 Conference Proceedings
The issues checked ( ) pertain to this operation. The landowner / integrator agrees to
use sound judgment in applying odor control measures as practical.
I certify the aforementioned odor control Best Management ractices have been reviewed
with me.
(Lando er Signature)
13

MA i
Version —November 26, 2018
•
Primary Secondary
El El
orkallity Management S eth dS
Indicate which method(s) will be implemented
When selecting multiple methods indicate a primary versus secondary otron
-Methods other than those listed must be approved by the' State'Veterin r
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....
°Rende.ring;at a "rendertrig :plant licensed under
Completeiincineration according to 02 NCAC 52C .0102.
A composting system approved andpermitted 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.
Inthe case of dead poultry only; placing a disposal pit Of'a size and -design approved by the
,_ , NC Department ofAgriculture & Consumer Services (G S 106 549 70
•
t iyr� rC a r: rrxtr P. r -... .,.
Any .in: in the' professional opinion of the State Veterinarian, would make possible
fhb salvage of=palt of a -dead animal s,yalue 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
f Technical Specialist
z (7
Date
s - ao -1 d1

14 _oat
SWINE FAR
DESIGN, CONSTRUCTION, OPERATION,
AND MANAGEMENT PLAN
I certify that this Plan has been prepared under my direct
supervision and meets the applicable regulations of
NRCS, DEM, and all other State and Local Regulations
to the best of my_lc#tPt,id belief.
.".a�' N CA O 'es,
.• FEss/p ,.-9``�,
• M. Floyd Ada'xo� o ��D't
Y T. 122 Date
License No. 1'73
L
dir�7.�GIE�.coBoa`'
•P\,et c fQ ' D�PQP, a,,•

LAGOON DESIGN
Operator:MARSHALL PHILLIPS County: DUPLIN.
istance to nearest residence (other than owne )
'.. AVERAGE LIVE -WEIGHT (ALW) y
0 sows (farrow to finish)
0 sows (farrow to feeder)
0 head (finishing only)
0 sows (farrow to wean)
3552 head (wean to feeder)
Describe other...:
x 1417 lbs.
522 lbs.
135 lbs.
x 433 lbs.
x 30 lbs.
02/16/96
800.0 feet
Total Average Live Weight
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume 1_06560 lbs.- ALW-x Treatment-Volume(CF)/lb: ALW
Treatment Volume(CF)/lb. ALW = 1 CF/lb. ALW
Volume 106560!cubic. feet':
▪ STORAGE VOLUME FOR SLUDGE ACCUMULATION
.Volume =
TOTAL DESIGNED VOLUME.-`..
0.0 cubic 'feet = Nor Xr�quO®
rar ouiM PS E�liEY i
Inside -top-length "(feet) `-
Inside top width (feet)
•Topof_ clike elevation (feet)
220. 0
128.0.
_-Bottom of i lagoon elevation —(feet). 34.5
Freeboard
(feet) 1.0
Side slopes (inside lagoon) 3.0 : 1
O lbs
O lbs
O lbs
O lbs
106560 lbs
0
106560 lbs
Total design volume using prismoidal
SS/END1. SS/END2 SS/SIDE1 SS/SIDE2
3.0 3.0 3.0 3.0
AREA OF TOP
LENGTH * WIDTH =
214.0 122.0
AREA OF BOTTOM
LENGTH * WIDTH =
154.0 62.0
AREA OF MIDSECTION
LENGTH * WIDTH * 4
184.0 92.0
formula
LENGTH WIDTH DEPTH
214.0 122.0 10.0
26108 (AREA OF TOP)
9548 (AREA OF BOTTOM)
* 4)
CU. FT. = AAREA TOP + (4*AREA MIDSECTION) + AREA BOTTOMD * DEPTH/6
26108.0 67712.0 9548.0 1.7
Total Designed Volume Available = 172280 CU. FT.
fl
67712
(AREA OF MIDSECTION

5. TEMPORARY STORAGE REQUIRED
,74
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
220.0 128.0 28160.0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 28-160.0 square feet
Design4temorar-'
temporary storage -period •to be
9A. Volume of waste produced
Feces & urine production inAgal./day per 135_lb:. ALW 1.37
Volume = 106560 lbs. ALW/135lbs. ALW * 1.37'gal/day
= Volume a 194650 gals. ° or 26022.7 cubic feet
5B. Volume -of -wash water,
rs4180 days.
180_.,.days -`_-
,-This is the- amount - of fresh= -water used , for wash_ ing floors or volume
of_f-r
.esh_-water used_: -for a flush -system_.- -Flush systems that recirculate e
_, the_`lagoon. water are -accounted for- in--5A.
Volume =
Volume =
0.0 gallons/day *
0.0 cubic feet
180 days storage/7.48 gallons
per CF
..C. 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 = 16426.7 cubic feet

1111/
5D. Volume of 25 year - 24 hour stormT-..
Volume =
7.5 inches / 12 inches per foot * DA
Volume = 17600.0 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A..
5B.
5C.
5D.
=TOTAL
6. SUMMARY.
26023 cubic feet
0 cubic feet
16427 cubic feet
17600 cubic feet
6004.91 cubic feet
ti
Temporary storage period > 180 days
:ERainfall in ✓excess "of==evaporation > 7.0 inches
25 year - 24 hour rainfall > 7.5 inches
JoTreeboar-d _.
>-. 1.0 feet
Side- s10 pes
> 3.0 : 1
Inside top length > ..
_, ,_ __ '_<220. O feet
Insides top- -width -----> 128.0 feet
Top of dike elevation > 45.5 feet
Bottom of -:lagoon elevation >
Total;,required volume "' - _ 3
'Actual design -volume > 172280 cu. ft. *
Seasonal high watertable elevation (SHWT)===> 38.2 feet
Stop pumping elev. > 41.7 feet *
Must be > or = to the SHWT elev. > 38.2 feet
Must bq > or = to min. req. treatment el.=> 40.5 feet
Required minimum treatment volume > 106560 cu. ft.
Volume at stop pumping elevation > 107856 cu. ft.
Start pumping elev. > 43.7 feet *
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. rainfall==> 154680 cu. ft.
Volume at start pumping elevation > 153261 cu. ft.
Required volume to be pumped > 42449 cu. ft. *
Actual volume planned to be pumped > 45405 cu. ft. *
Min. thickness of soil liner when required==> 1.6 feet
7. DESIGNED BYJ. -- APPROVED BY:
ird Aia„... DATE: ?� 16 f 4 � .7��•
I DATE: 3/g/96
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:
uu �/
�d� pip `! ' g