820303_CORRESPONDENCE_20171231

NORTH CAROLINA
Department of Environmental dual

con
F^ z` J,
1 „fir• H' 4 � „� � � - ��� � _' � , ,f ,� f ,'G
Ton
" � ,, �,�.' 4 Q `� /,I 5 /qA * ' t � � ,mil •_
�"� �"-` ,Y"' �f�� * ,ai d ` - .Y ••t - �'j / (.� �� f �� fir, R
d y.• ?'^- ✓II N ' � nrtff q�r-a",�=•.r� �"� 1[ ��i•.. `n 1 € fe , - ,f� 3. .r' -
a
� �3 „f, a _ ; � )�4 � Y1 �ty.�E. f' S �w. i t�,�,�s�. •�r. y .�
'.r - y. a1 r�r„= % �.'.,:r'"'t�, K art •.f; s 3 a Y`'., it,
97
17
oil
t
} y
VYA
1 oil
3 s
I 40,E F 'k•- 4',yy .� ��ry~� - y _ 1 I b
;ir
R
'P vi
* w � I i �� � �, i'a, ,. -• - ter- ♦ter!.`.-'S 1•'� r - f .

DI 0,4j ByovAall�

)RM 1RR-2
f
Lagoon Irrigation Fields Record
One Form for Each Field per Crop Cycle
Tract X Field # Facility Number d
Field Site (acres) = (Al
Farm Owner Irrigation Operator r'
Owner's Address Irrigation operator's
Address
Owner's Phone ss Operator's Phone x
From Waste Utilization Plan
Crop Typo Aatommended PAN Letadlrlp
pb/urq • is) +
11. r!l Al 1411 tit lei ris tel laS 11111 +111
WKALWAMM�MIAM&
HUM
EPA
ww�r����rr■r�w��■
��r
rr���r�rr�r�r�■��r
���
ram■
rr�■■���r+�r�r��r
��r
Owner's Signature_
Cenrfted Operator (Pont)
Operator's Signature _
Operator's Corlltication No
ICUA waste Anaytysrs or i:purrrdIC111 u1 NR S 4:shrnale, 14,0111ILat GwItle se!GNon 633
rater I' lAlue recervltl by rZut�IraChn� cr,Grrttn (t0) Irrnn (iij i;nrllu+utr y+ititr;�et�rts' r.nl+lr++r+ (1nJ irc�r+++:olr�rr+n (t 1) Ir�liuwrntl 1'ach rrr,etdlrc►�� cvC�+l

t V
Information contained in this database is from non agency sources and is considered unconfirmed.
Farm Emergency Call Form
DWO Facility Number
82 — 303
Date
3-21-2003
Farm Name
ravis Register
Time
Owner First Name
ravis
Control Number
2110
Owner Last Name
Register
® Reporting Q Complaint
Source
Plan Due Date
Date Plan Date Freeboard
Inches (? equals blank)
Received Level OK
Breached
Depopulated
Overflowed
LO Issue
Perm issionToPump
Inundated
Flooded
Pumping Equipment
Comments
Q Yes QNo
QYes QNo
Q Yes QNo
Q Yes Q No
Q Yes Q Na
O Yes QNo
QYes QNo
Q Yes QNo
Freeboard Lagoonl 17 3/23/2003-5-2003
Freeboard Lagoon2 17 3/23/2003-5-2003
Freeboard Lagoon3 L� 7
Freeboard Lagoon4
Freeboard Lagoon5 7
Freeboard Lagoon6 7
Lagoons at 21 "
----------------------------------------------------------------------------------------------------------------------------------------------------------------------------
.......................................................................................................................................................................
...........................................................................................................................................................................
------------------------------------------------------- ----------------------------------------------------------
.....................................................................................................................I............................................................................................................
...................................................................................................................................................................................................................................
.......................................................................................................................................................... ...........
...........................................................................................................................................................................

t !
Information contained in this database is from non agency sources and is considered unconfirmed.
Animal Operation Telephone Log
DWQ Facility Number
Farm Name
Caller's Name
Caller's Phone #
Access to Farm
82 303
ravis Register
ravis Register
Q Reporting O Complaint
Farm Accessible
from main road 10 Yes O No
Animal Population
Confined
Depop
Feed Available
Mortality
O Yes O No
O Yes O No
O Yes O No
O Yes O No
SSprav Availability
Pumping
Equipment 10 Yes O No
Available
Fields 10 Yes O No
obn
Date
Time
Control Number
Region
Lagoon Ouestions
Breached
10 Yes O No
Inundated
10 Yes O No
Overtopped
P Yes O No
Water on
O Yes O No
Outside Wall
Dike Conditions
10 Yes O No
3-21-2003
110
FRO
Freeboard Level
Freeboard
Plan Due Date Date Plan Date Freeboard
Inches
(?equals blank) Received Level OK
Lagoonl 17
3/23/2003
Lagoon2 17
3/23/2003
Lagoon3
Lagoon4
Lagoons
Lagoon6
Comments2

Re: Lagoon Levels
> > > > > John
> > > > >Travis Register wrote:
> > > > > > John
> > > > > > Not a problem. Will get on them and get them to you. Is it OK
> > > to Fax
> > > > > > them to you ?
> > > > > > If so, please email me your fax number.
> > > > > > Thanks
> > > > > > Tra vi s
> > > > > > At 05:02 PM 3/25/2003 -0500, you wrote:
> > > > > > >Travis,
> > > > > > >I am apologize if I have failed to call you back. with so many
> > > calls and
> > > > > > >recalls I have been known to miss a recall. I need to get a
> Plan of
> > > > > Action (30
> > > > > > >day) from you on the two lagoons. Greer is now with the NRCS in
> > > > > Sampson Co.
> > > > > > >and will probably help you get them in. Good luck with all the
> > > rain water.
> > > > > > >John Hasty
> > > > > > >Travis Register wrote:
> > > > > > > > John:
> > > > > > > > I wanted to follow up on the phone call I just made to the
> > > > > Regional
> > > > > > > > office in Fayetteville regarding my lagoon levels. (facility
> > > > > 82-303) . I
> > > > > > > > left a message with the Secretary for Water Quality as I was
> > > > > instructed to
> > > > > > > > do by the person answering the phone. After last night's 4 inch
> > > > > rain, I am
> > > > > > > > below the 19" threshold for reporting to DWQ. Levels are
> currently
> > > > > at 16"
> > > > > > > > in number 1 and 17" in number 2
> > > > > > > > If you need any more info, feel free to contact me at
> > > 910-533-2107.
> > > > > > > > Thank you
> > > > > > > > Travis Register
2 of 2 4/9/2003 2.37 PM

+ • w
Re: Lagoon Levels
Subject: Re: Lagoon Levels
Date: Tue, 08 Apr 2003 20:31:23 -0400
From: Travis Register <[e-mail]>
To: John Hasty <John. Hasty@ncmai ].net>
John:
As of Saturday the 5th both lagoons are legal. we are at 21 on
both. I'm not sure how long it will last with all this rain coming
in. will keep you updated.
Thanks
Travis
At 03:56 PM 4/3/2003 -0500, you wrote:
>Travis,
>That is right since we at this office aren't going to require a plan of
>action at
>18" just a call in to us. And also a call back when it back out of the red.
>John
>
>Travis Register wrote:
> > John:
> > Number 1 is at 18 So If I understand you correctly, if a lagoon
> > is at 17 or less you have to call it in and do a POA but if it is between
> > 17 and 19, you -only have to call it in?
> > sorry to be such a pain, but I want to get things right with you guys and I
> > really appreciate the help.
> > Thanks
> > Travis
> > At 08:24 AM 41112003 -0500, you wrote:
> > >Travis,
> > >I'11 take the number two lagoon off the list at 21". What is the level
> of the
> > >number one lagoon? If it is 17" or less we will need a POA. Otherwise no
> > >POA is
> > >needed for 18" or 19".
> > >John
> > >
> > >Travis Register wrote:
> > > > John:
> > > > Will get the POA to you tomorrow. X have lagoon number two
> below the
> > > > 19" at preset It is at 21. Do you still want paperwork on it or
> just the
> > > > one that is still above the 19 " mark?
> > > > In talking with Greer, she was thinking that you all only wanted
> the 30 day
> > > > POA on lagoons that were close to 12 "•and she said to let you know
> that
> > > > the number 2 lagoon was down and ask about the paperwork on it.
> > > > Thanks for the time and sorry to be such a bother
> > > > Travis
> > > > At 12:50 PM 312612003 -0500, you wrote:
> > > > >Travis,
> > > > >A FAX is fine the number is [phone]
1 of 2 4/9/2003 2:37 PM

W,: Lagooit Lc%,cls
Subject: Re: Lagoon Levels
Date: Tue, 08 Apr 2003 20:31:23 -0400
From: Travis Register <[e-mail]>
To: John Hasty <[e-mail]>
John:
As of Saturday the 5th both lagoons are legal. We are at 21 on
both. I'm not sure how long it will last with all this rain coming
in. will keep you updated.
Thanks
Travis
At 03:55 PM 4/3/2003 -0500, you wrote:
>Pravis,
>That is right since we at this office aren't going to require a plan of
>action at
>18" just a call in to us. And also a call back when it back out of the red.
>
>John
>Travis Register wrote:
> > John:
> > Number 1 is at 18 So If I understand you correctly, if a lagoon
> > is at 17 or less you have to call it in and do a POA but if it is between
> > 17 and 19, you only have to call it in?
> > sorry to be such a pain, but I want to get things right with you guys and I
> > really appreciate the help.
> > Thanks
> > Tra vi s
> >
> > At 08:24 AM 41112003 -0500, you wrote:
> > >Travis,
> > >I'll take the number two lagoon off the list at 21". What is the level
> of the
> > >number one lagoon? If it is 17" or less we will need a POA. Otherwise no
> > >POA is
> > >needed for 18" or 19".
> > >John
> > >Travis Register wrote:
> > > > John:
> > > > Will get the POA to you tomorrow. I have lagoon number two
> below the
> > > > 19" at preset It is at 21. Do you still want paperwork on it or
> just the
> > > > one that is still above the 19 " mark?
> > > > In talking with Greer, she was thinking that you all only wanted
> the 30 day
> > > > POA on Iagoons that were close to 12 " and she said to let you know
> that
> > > > the number 2 lagoon was down and ask about the paperwork on it.
> > > > Thanks for the time and sorry to be such a bother
>>>>Travis
> > > > At I2:50 PM 312612003 -0500, you wrote:
> > > > >Travis,
> > > > >A FAX is fine the number is [phone]
I of 2 4/9/2003 2:50 PM

High Freeboard Evaluation Form
Facility Name: 1 r-aVl5 ke-47 S 4*-- Facility Number:
Person Completing Form: `j G /{�.sf Date Form Completed:
Date Information Due to DWQ: Date information received
Extension Due Date:
Information Received:
Current Freeboard Yes V No Level(s) (in inches)
Freeboard Levels for Previous 12 Months Yes ✓No Incomplete
Spraying Records for Past 12 Months Yes Incomplete
Rainfall Records For the Past 12 Months Yes _ Noo NIA Incomplete
Cropping and PAN Information Yes _ No ✓ Incomplete
Summary of Actions Taken to Restore �ed Freeboards)
Yes _ No Incomplete r
Description of ater Conservation Measures In Use
Yes `No Incomplete
An updated POA if the Freeboard is still in Violation Yes _ No — NIA ✓
Detailed Description of Actions Taken or Proposed to be Yes _ No
Taken to Prevent Future Freeboard Violations Incomplete
Date High Freeboard Level Was First Reported to DWQ by Producer 3-21-03
Date of First Violation from Farm Records Kecar*04 4d AV/ 1 efler /
Items proposed in the Plan of Actions to Bring the Facility Back into Compliance
Pump and Haul
Add Land to NMP
Remove Animals Delay Restocking
Add Application Equipment
Spray when site is acceptable ✓ Others (Please Specify)
HFEF 5-12-03

Information for Lagoon(s) or Storage Basin(s) (Add Additional Pages as needed)
Lagoon Storage Basin (Check as Appropriate)
Lagoon or Storage Basin Identifier
Design Total Days of Storage for the Facility (From CAWMP)
Stop Pump Level for lagoons or the bottom of the storage basin (inches)
Lowest Liquid Levels Reported in the month of:
Month
Date
Level (in inches)
August
-1b-0J.
L14 YG
September
v6, y(o
October
la- 7- oZ
y3 , y3
November
k- 3 ` 0 Z
3, y3
Required Minimum Freeboard (red zone in inches): I I
Does the Minimum Include a Chronic Rainfall Factor Yes No
Recorded Freeboard Violations
Date Level (in inches) Date POA Submitted
5 or 30 day
HFEF 5-12-03 2

Facility PAN Balance From the CAWMP (pounds) .�
Did the Facility Comply with its NMP for the Past 12 Months Yes ,-�No '
If No, What Violations Were Identified:
From the review of the facilities irrigation records, does it appear that the facility made
optimal use of the days when irrigation should have taken place. If not, please explain:
If the Facility has Installed Water Conservation Devices, what devices were installed and
when:
What Actions have been taken or proposed to be taken by the Facility to Prevent Future
High Freeboard Violations (check appropriate items):
Better Management of the System !/
Add Additional Storage Volume
Add Lagoon Covers
Add Additional Land Application Sites
Add Additional Irrigation Equipment
Install Water Conservation Equipment
Reduce the Number of Animal at the Facility
Change Type of Operation
Others (please explain):
V&-'d a ss
HFEF 5-12-03 3

If applicable, recorded rainfall data from August 2002 through April 2003 at
Facility #
Month
Amount of rainfall
per month (in inches)
# of days it rained
per month
August 2002
out of 31 days
September 2002
Out of 30 days
October 2002
Out of 31 days
November 2002
Out of30 days
December 2002
Out of 31 days
January 2003
Out of31 days
February 2003
Out of 29 days
March 2003
Out of 31 days
April 2003
Out of30 days
Total Rainfall
Out of 274 days
Comments from Producer:
Comments by Reviewer:
HFEF 5-12-03

Rpr 11
06 03:30p Dail tBros. 9102960708
To: Steve Guyton J
From. Henry Dail (ba'fl Brothers)
Subject: Turkey Hog Farm Crop Report
Date- Ap
ril 11 2006
Our soybeans were harvested Der -ember 22°d and 23td. The'plinting of wheat began:
Tuesday, December, 27 2005 `and continued through Mid -January due to constant rains.
If you need finer infonnatioii please call my mobile at 910-29.0-0303.
Thanks,
P. 1
Henry Dail RECEIVED
APR, 11 2006
cc/ Greer Moore
ON-FAWZWRMMOM

in
"Gr- �'°�"• `1-.'b-1 `� �� :' � wig- ^�s ' . � �i�,,, �,,,.',;--.. ,�;: ° _ a� r �.-� a..
rm. A _ ar . s fi y Yx 4
:,� �. r.
3,y�y � ..� �.�p .�.'�W A'�• Gam' -�• �+f [L--'r 1r''� .4� 4 yy � . _ .
Pa G .f:. '.,i' ,+mac '„��'�• ...� �";"��'c� ��"��»� 'A .*zj�' __
,,q..�:.' - --a •T n.n 'ti+"� �R.. cyc�`•n-£k'" �� ?i`�' �' j #,. � �Y:*a '�-,,.ram`
�} "it s,
- .» _ .3�- : k : m 7�; t ,�• `,,K„ ,yam.. ^_t c�'-Y1��uS,,.,�t, �r _ i!• y, s _ �a^ _a w�;..a:.' '�,.
rf'°i�� ,„ trraa � A ^:✓ r.rt' ` 1 4, - �`(' 6 "'A• � 'l $'y .i. <�
I" �j►«rW..r' YF'... .u�`rp --s..I ra , .'r' x'
��¢1{i��r�Aw-
7. ?�' Ak e rr
FT
c. '�'a��...�..�c.� d�;�c *� .'.... . .?� `'''�.sa'�i��.w .,�w z,`'i4'e.s' rah _� � `�3�,_'��°+�"� W � �c,� �� Mr:;,,•
C. .. _'- '�' ,.�1f���' '� Rom„` �j ,.a, j`•. ;S ]j�' -y c. t,�. - y,-
t ,}� A -�. P A y%J"i ./f
I�� " �a�t'"rr�°'r r a�'� � �r6 ^yam �.+6 r L,�•�a.��. F R J"'�"
T ^Y rt a a
.pan „P,r+• } 'ya.'f-�.�- ',,,I.^.r �'"._"r "y�`""'"r 4r�; r--r-r•. ;y ..r+r^a.a.
�'
Ij
"44
e
�="�"'$ ' �'� "��i� � ��t "�� _ �y ,,3 ��-k� � ^�"'" � + r' s,'y'' '� +� �' `__ fib:« �. •' �,��.; •>
;rW
3
"�> = � T` war •r �L � " y.�.�" 4,n�" ..A � >-.e k�� w�> ,.. '�` f' r F "a�.� y a�" _ Y
5 4^
` � ,Ct' ,5�� ,r, � �_�+�. •r'"r' s �r� ����,,, °x m'-��-,�� ��+�'s`r-rf�-• � 2 a- t.��.r�, «....
Dail Brothers 03-15-2006

WATE9
Q
Iri'�ta4iR -
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimdr, P-E- Director
Division of Water Quality
May 6, 2005 =RECEIVEDEdward and Henry Dail Dail Brothers - Turkey Hog Farm
825 NC 24 East
Kenansville, NC 28349 -
Subject: Certificate of Coverage No. NCA282303
Dail Brothers - Turkey Hog Farm
Swine Waste Collection, Treatment,
Storage and Application System
Sampson County
Dear Edward and Henry Dail:
In accordance with your Notification of Change of Ownership received on April 27, 2005 we are hereby
forwarding to you this Certificate of Coverage (COC) issued to Edward and Henry Dail, authorizing the
operation of the subject animal waste collection, treatment, storage and land application system in
accordance with General Permit NCA200000.
This approval shall consist of the operation of this system including, but not limited to, the management
of animal waste from the Dail Brothers - Turkey Hog Farm, located in Sampson County, with an animal
capacity of no greater than an annual average of 4896 Feeder to Finish swine and the application to
land as specified in the facility's Certified Animal Waste Management Plan (CAWMP). if this is a
Farrow to Wean or Farrow to Feeder operation, there may also be one boar for each 15 sows. Where
boars are unneccessary, they may be replaced by an equivalent number of sows. Any of the sows may be
replaced by gilts at a rate of 4 gilts for every 3 sows
The COC shall be effective from the date of issuance until July 1, 2007, and shall hereby void Certificate
of Coverage Number NCA282303 dated September 24, 2004 and shall be subject to the conditions and
limitations as specified therein. Pursuant to this COC, you are authorized and required to operate the
system in conformity with the conditions and limitations as specified in the General Permit, the facility's
CAWMP, and this COC. An adequate system for collecting and maintaining the required monitoring data
and operational information must be established for this facility. Any increase in waste production
greater than the certified design capacity or increase in number of animals authorized by this COC (as
provided above) will require a modification to the CAWMP and this COC and must be completed prior to
actual increase in either wastewater flow or number of animals.
Please carefully read this COC and the enclosed General Permit. Since this is a new joint State and
Federal general permit it contains many new requirements in addition to most of the conditions contained
in the current State general permit. Enclosed for your convenience is a package containing the new and
revised forms used for record keeping and reporting. Please pay careful attention to the record keeping
and monitoring conditions in this oermit. The Devices to Automatically Ston Irrigation Events Form
must be returned to the Division of Water Qualms no later than 120 days following receipt of the
Certificate of Coverage. The Animal Facility Annual Certification Form must be co letcd and returned
to the Division of Water Quality+ by no later than March Ist of each year.
�alurn�Itf
Aquifer Protection Section 1636 Mail Service Center Raleigh, NC 27699-1636 Phone [phone] Customer Service
Internet. httpJ/h2oxnrstatc-nc.us 2728 Capital Boulevard Raleigh, NC 27604 Fax [phone] I-877-623-6148
-.- .,..,,.,,

If your Waste Utilization Plan has been developed based on site specific information, careful evaluation
of future samples is necessary. Should your records show that the current Waste Utilization Plan is
�. inaccurate you will need to have a new Waste Utilization Plan developed.
The issuance of this COC does not excuse the Permittee from the obligation to comply with all applicable
laws, rules, standards, and ordinances (local, state, and federal), nor does issuance of a COC to operate
under this permit convey any property rights in either real or personal property.
Upon abandonment or depopulation for a period of four years or more, the Permittee must submit
documentation to the Division demonstrating that all current NRCS standards are met prior to restoclang
of the facility.
Per 15A NCAC 2H .0225(c) a compliance boundary is provided for the facility and no new water supply
wells shall be constructed within the compliance boundary. Per NRCS standards a 100 foot separation
shall be maintained between water supply wells and any lagoon, storage pond, or any wetted area of a
spray field.
Please be advised that any violation of the terms and conditions specified in this COC, the General Permit
or the CAWMP may result in the revocation of this COC, or penalties in accordance with NCGS 143-
215.6A through 143-215.6C, the Clean Water Act and 40 CFR 122.41 including civil penalties, criminal
penalties, and injunctive relief.
If you wish to continue the activity permitted under the General Permit after the expiration date of the
General Permit, an application for renewal must be filed at least 180 days prior to expiration.
This COC is -not automatically transferable. A name/ownership change application must be submitted to
the Division prior to a name change or change in ownership.
If any parts, requirements, or limitations contained in this COC are unacceptable, you have the right to
�. apply for an individual permit by contacting the staff member listed below for information on this
process. Unless such a request is made within 30 days, this COC shall be final and binding.
This facility is located in a county covered by our Fayetteville Regional Office. The Regional Office
Aquifer Protection Staff may be reached at [phone]_ If you need additional information
concerning this COC or the General Permit, please contact J. R. Joshi at [phone].
Sincerely,
for Alan W. Klimek, P.E.
Enclosures (General Permit NCA200000)
cc: (Certificate of Coverage only for all cc's)
Fayetteville Regional Office, Aquifer Protection Section
Sampson County Health Department
Sampson County Soil and Water Conservation District
APS Central Files (Permit No_ NCA282303 }
AFO Files

Facility Number Time IN /�� ysOut D -C)
Owner
Farm Name
O.I.0 ? o n e
No.
C.O.C. Design
Wean to Finish
Feeder to Finish
Farrow to Feeder
Gilts
Other
Soil types
Crop types
Designed Freeboard
Current
Wean to Feeder_
Farrow to Wean
Farrow to Finish
Boars
Observed Freeboard
Design Current
Rain gauge Rain breaker Daily Rainfall Waste Transfers
Calibration of spray equipment G.P.M.
Sludge Survey Crop Yield 120 Minute inspections
1 in. Rain inspections Weather code Weekly Freeboard
Pumping time _ �-. �4; �'"`�-1 G7�. F��. f — 17 4 7 �.
�7-k w
Comments:

ot

p. Z
1- Lagoon freeboard is the difference between the lowest point of a lagoon eMWnKment and the level of nquia_
For lagoons With spillways, the difference beth6en the level of liquid and the bottom of"�Ja spelway should be recorded.
2 Freeboard plus available storage capacity must be recorded at least weekly. [
3. Rainfall must be recorded tar every rain event. &=005
fl
1 1
1

P - 3
.K
II
FORM FRBD-1B
Waste Structure Weekly F eboard and Daily Precipitation �n Record
!
Farm Owner /itL, r Facility Number . t y -
Operator i.'
1 � i
WEEKLY i DAILY #
Date I Waste 5tructu'e Fina" hn2r i finches) Prieib6ation I Inspection
fmmrddw
# l
# # !
#
# 1 Date ;
! ( (inches)
Initials j
�}
0
3 �.
I /.
!4 0 s
�•-Is c$
Ff
31t
30
:=
I
E
J4 P
14DI
3 q
/�-l�17JS
3L(
3-3,
fl 7 V5
31
f
�1f-0�
7
3-3
}�
t'i r-1 l
-0f n5
a7
3 !-
. 7-
>r
5
3 I
33
3..
i
—
-437
—aL
3
.33
14
31
30
3
3
i
„ j
S7
1 _ Lagoon freeboard is the difference between the lowest point of a lagoon embankment find the Level of liquid.
For iagoonswith spillways, the difference between the level of liquid "the bottom of a spillway should be recorded-
2. Freeboard plus available storage capacity must be recorded at least weekly-��
3- Rainfall must be recorded for every rain event
f�232f105
ti
't
• f
i
e

NCDA .�mlc Division=-4300 Reedy,
Creek Road Ralei h' NC'27607.6465 ,;J
733-2655-- _-
-Y,:,x r=. Re ort Na.
Yvuo447 W -`
—Grower-DalBrothers
CapleS.To: N4nare, Greer
-- j
AftHenry Dail
USDA-NRCS-SamQson
_- 825 NC 24 East
a 11�
Kenansville, NC 2B349
dste
nlar sis a
ort Farm:
8129l05
Duplin County
Sample Inn,
Laboratory Results arts per million unless otherwise noted
Sample 10:
N
I P K Ca w
S Fe Mn In
Cu a Mo
Cl C
T�y.l
Tow 599 43.1 734 165 37.2
44,2 2,64 0.42 0.96
0.21 1.26
IN -N
Waste Code:
-NH4
�— �. A15
NO3
Na Ni Cd Pb
Al Se LI H
- — SS C:N DM%
CCE% ALf if a!
-OR-N-, - _
--- -:::;trl..�..-
-- —•=Swine Lz n Li �'�-- -
- -=•��rea -
.;�:. -
- - - - - -- --
--_ -- . .�. _ ._
. -- ...�
.�
Recommendations:
Nutrients Available or first Crop
Ibs—M-00 a oris
Other -Element
Appflca!lon Method
N P20s
K20 Ca Mg S Fe Mn
7n Cu B Mo GI
Na Ni Cd Pb
At Se U
Irrigation
2.5 0.68
5.9 0.97 0,22 0.26 0.02 T
0.01 T 0.01
1.5
Sam le Info.
Laboratou Results arts per million unless otherwise noted
Sample 10:
TH-2
Waste Cade:
ALS
0escrfption:
Swine to on---- --
N
P K Ca M4
S Fe Mn Zn
CU a
Mo 0 C
Tonal 215
Ill •N
-NH4
-NO3
OR-N
[""`uma
37.4 227 146 44.3 23.0 1 je0 0.30 U3 0.07 0.56
Na Ni Cd Pb At Se Li PH SS C.N
OM96 CCE% ALE K al
. 97.0 7.05
Recnmmen at ans:
Nutrients Available for F rst Cro ---pallons
7I000 a
Application Method Method
Irrigation
N P205 K20
1.7 0.50 1.8
Ca Mg S Fe IUIn
0.85 0.26 Q13 0.01 T
Zn- Cu B !do CI
T T T
----Na------•Ni
0,81
Cd—Pb - Al-- Se Li

AB� {SAgron_ �ie Division Phaue =(9191?33�4dy� weo ao
31 W.u.��J-
_� __ _S,. -_ Grotae� =DailBrotllers Copies:�'o�M_re,GreL
Alin:kenry Dail �= F x "�# T
�4- 825 NC llwy 24 East _- Kenaoswille, NC 283
49
'
Greer/CRCWasteAnalysis Harm: PO Box 338
1larrdis, NC 28444
-Duplintounty. ----
lple Inform "tt u Laboratory Results (parts per million unless otherwise noted)
pie I& N P R Ce mg S A Mai Zu Cli B MD (.7 C
.1 0000W Told 713 1.30 1523 ISO 62.4 55.6 4.86 1.49 1.41 1.46 2.59
1N-N
to Cade: 4114
-NO3 Nn Ni Cd A At Se Li til SS CN DM% CCi;'9Y, ALE(ii89l)
7.15
-�ie Ln non.
LognendaNs. IVatrietita Availaiiie for Rirst'Cro �bsJ1000 aXYo►r�----- Other_Elementa- :-----1frs 1d00 allotts- --
11cation Melbas N P205 X20 Ca Mg S -lie - -- Irin jai Cu 8 Ma Cl Na Nl Cd PL Al Se Zl
iption 3.0 1.7 12.2 1.1 0.36 o.32 0.03 o.ot 0.01 0.01 O.Oz 3.9
mik-Ist 3,0 1.7 12.2 1.1 0.36 0.3Z 0.03 0.01 0.01 0.01 0.02 3.9
.mpie information Laboratory Results (parts per adilion unless otherwise noted)
71pie M. N P K Ca Mg S Po Mrs Zu co D Iwo
ToNl 366 43.0 704 185 47.3 96.2 3,71 o.46 o.58 oA 1.25
IN-N
isle Code: -NN4
S -NO3 Nit Ni Cd Pb At Se U P 11 SS G`N DM% CCE% ALL( 11)
sct lPMM--, �OR-IV i02 7.55
Uren
om - eii atians:� ' - Nutrients Avallable.for first Crov -- lbs1looO allons Other -Elements.. -.--Mrboboo ditons-
yblrcatfon Melhod
rigation
madcast
N
1.5
1.5 .
P203 Rao
0.58 5.6
0.58 5.6
Ca Mg S Pe
1.1 0.28 0.56 0.02
1.1 0.28 0.56 0.02
Mn
T
T
Zn Cyr 8
T T 0.01
T T 0.01
Ma
Cl
2.5
2.5
:ampie Information
Laboratory Results (parts per million unless otherwise noted) --
mpie ID:
M-2 voOvow
Wife Code:
►LS
rescrotlon:
nine Upoon Un.
N
P K Ca
Mg
S A
Mn
Zr:
ell B 1110 Cl C
Total 743
IN-N
-NH4
NO3
OR -IV
Urea
126 1485 204 67.0 55.1 5.58 1.49 1.42
1.46 2.52
NA Ni Di Pb Al Se 1 i p H
SS C: N DM% CCE% ALE ( al)
467 7.17
JipllcalionMolhod N. P205 K20 Ca Xg S Pe Mn Zn Cu B Mo Cl Na Nl Cd Pb Al Se Li
Itrilinn ___-. 3.1 1.7 11.9 1.2 0.39 0.32 0.03 0.01 0.01 0.01 0.01 3.9
�� 7 n 10 0 32 0.03 0.01 0.01 0.01 0.01 3.

NCDA At, �. lomi DDlvislon_�4300--Reedy Creek Road Raleigh, NC-27607-6465 19) 733=2665'---- _ ` '" Report No-,-Ti— 3942�'
Grower: Dail Brothers ---TCopies-To: Moore, Greer—
AttnMenfy Dail USDA-NRCS-Sampson
�- — 825 NC 24 East
Kenansville. NC 28349
Y/ stA-na ,SZS Report- - Farm,
11/18/05 Sampson Countv
Sample Info. I Laborata . Results arts per million unless otherwise noted
Samplelo: N I P K Ca Rg S Fe
TH-1 Total 396 35.B 452 161 47.7 37,1 2,43
IN -N
Waste Code: •NH4
- —AL-S-- - NO3_...._-.— a Ni Cd Pb Al Se
--=� �OR-N_ -------•--134 ,.-, ""`__, _ �',�... -- _ - -.- _
�Swie' on Cl _ [Irea�;�Recommendations: Nutrients AY61able for First.0 op ! s
ApplicajOn Method N P205 K20 Ca Mg S Fe Mn Zn Cu 8
Irrigailon 1.7 0.48 3.6 0.94 0.28 0.22 0.01 T T T 0.01
MO
0,08 0.94
00 gallons jother Elements 1 s11O0D gal
MO Cl Na Ni Cd Pb At Se
1.1
C
Sample Info,
Laboratory Results artsper million unless otherwise noted
Sample lD:
TH_2
Waste Code:
ALS
.Description:
Swine la ^n t.' .-.
N I
P K Ca M S Fe Mn Zn Cu 8 Mo Cl C
Total 180
IN -N
-NH4
-NO3
OR-N
Urea
41.1 237 126 63.6 26,6 2.48 0.31 0.47 0.05 0.61
Na Ni Cd Pb Al Se t.i pH SS C:N OM% CCE% ALE l
99.9 6.8
--
Recommendations: — - Nutrients Avanaate.rar.mrsLuro ,:...._ ras>+7000 arrons atner't:tementV--T" `-'- - - 10st7ooug allon
4pplic2doa Method N P2D5 K20 Ca Mg S Fe Mn Zn CU 6 MO CI Na Ni Cd Pb Al Se
irrigation 1.1 0.55 1.9 0,74 0.37 0.16 0.01 T T T T O.83
the pH of the lagoon Oquid is below the ideal range for bacterial action and waste treatment, Gradually adjust pH by adding 1 ib. of agricultural lime per 1000 cu, ft. of liquid remaining in the 4agoon, Sample the f
nonthll and continue to adjust pH until it is within the desired range of 7.0.8.0.--

<• Form IRR-2
Lagoon Liquid Irrigation Fields Record
One Form for Each Field per Crop Cycle
w _ . _ .._._ . _ -• •-w _ -. _ _ ._L._._ ,_-.... -_ .._- , .._ira&g
Field size (wetted acres) = (A)
Farm Owner
Owner's Address
Owners' Phone #
_ .Fed4ty Number- -- _.
Irrigation Operator Hen Dail
Irrigation Operator's Address
OlC#
Operators Phone #
From Waste Ullilzetion Plan
Recommended PAN
Crop Type Wheat loading(tbefaae) (a) 144
. ` -. 3 4 - 5 « g - 7 - 9 00
-
Taal Minutes- s o1 B nkhn� - -' TOM Vcpime. VaMns Per Wade Analysis
of -
PAN
- 4.5
Dell Brothers
Lapoan t0
(
San Tlms
End Time
�) (�1
opere4Iirq
Flow RAtM
(pssoae)
(SX5Xill)
Acre lgollscra)
(?)+(A)
PAN' (Ibrllltpg
gall
Applied
�l l
(mrson).�.....
Waauter Code
(IMGsle)'r•
TH # 2
911912005
12:00 PM
4:00 PM
240
1
175
42000.00
9333.33
1.7
15.87
128.13
C
1
TH # 2
10/1212005
8:30 AM
12:30 PM
240
1
175
42006.00
9333.33
1.7
15.67
112.27
C
TH 02
11118/2005
10:00 AM
2:00 PM
240
1
175
142000.00
9333.33
11
10.27
102,00
C
TH#2
12/1612005
9:30 AM
1:30 PM
1 240
1
175
42000.00
9333.33 1
1.1
10.27
91.73
C
TH#2
12/2212005
3:00 PM
7:00 PM
240
1
175
42000.00
9333.33
1.1
10.27
81.47
C
TH#2
1/14/2005
10:00 AM
2:00 PM
240
1
176
42000.00
9333.33
1.1
10.27
71.20
C
TH#2
219/2005
2:30 PM
6.30 PM
240
1
175
42000.00
9333.33
3.0
28.00
43.20
C
TH#2
21 612005
2:00 PM
6:00 PM
240
1
175
42000.00
9333.33
3.0
20.00
15.20
C
Owners Signalum
Crop"Cycle Totals j-- _ Total PAN I_
Operalora Signature
CeMad Operator _ -- Operators Certh1cailon #
•NCOA Waste Anatyals or Equlvaianl. At a minimum, Waste enatyde Is rogWmd vAtMn e0 days of land eppticallon events.
"Enter the vacua received try subtracting column (10) from (B). Continue subtracting column (to) from column (11) following each irrigation event.
"'Enter nutrient source (la. LagoonlStarege Pond ID, commercial feAlizer, dry litter, etc,)
'Waster Codes: C-Clem, PC -Partly Cloudy, CI-Cloudly, R-Rein, "novdSbel. W-Windy
"Pamon's completing the irrigation inapec lone must Initial to signify Met Inspections ware completed at least every 120 minutes.
Note, If conditions beyond the pemtHlea s control have caused noncompliance vAth tiw CAWMP or permit, expWn on reverse.
� t�

;�� '- ice: �..x--=-=-----�---�• _ . - - - = ______' - �', ..,;,; -- --- - --- • .
Cc Form IRR-2
Q Lagoon Liquid Irrigation Fields Record
One Form for Each Field per Crop Cyde
Tracl.#--
Field size (wutled acres) = (A)
Farm Owner
Owners Address
Owners' Phone #
9.01—
Dail Brothers
Irrigation Operator I HenryDail
Irrigation Operalors Address
OiC#
Operalor's Phone #
From Waste Ulilizallon Plan
Recommended PAN
Crop Type I Soybeans Loading 000MM) = (B) 63.75
---4 5 B 7 .. 8--
10 11w` _,
-`mod..
Lepoon m
R...;
Oars
{mrrHodrYnl
..-=. --:
Siad TWO
::__ _
End Time -
(3y( ravwr++-
(y)-t2)
-�- .-
psfst step'
0pereting
_—
Flow fiefs
Tg1e1,Yo6Mns_
(gallons)
(SI+(SWO
Ycesnepsr.:
Acre (gagscre)
(1ptA)
WauaAnitysls.
PAN' (lbsr1000
eat
PAN Applied
(11MV)ObOxcre)
l000 llffi.(im
NWVW
Ralf(Iwaaft
ae)
(161sue)
Inspals)-
(InNlelq"
Weather Coda
TH # 2
a11212t105
12:00 PM
6:00 PM
360
1
175
63000.00
6992.23
1.7
11.89
51,86
C
TH 6 2
8/1312005
1:00 PM
6:00 PM
300
1
175
52500,00
5826.86
1.7
9.91
41.96
C
bn
TH #2
8/15/2006
10:00 AM
4:00 PM
360
1
175
63000,00
6992.23
1.7
11.69
30.07
C
TH #2
91912005
8:30 AM
100 PM
330
1
175
57750.00
6409.54
1 1.7
10.90
19,17
1 C
TH #2
9110/2005
10:00 AM
3:00 PM
300
1
`175
52600.00
5826.86
1.7
9.91
9.27
C
crop cyan TOMIS I I Total PAN I
Ownees Slgnalure Operators Signalure
_Cerllfied OpereWf- dperatore ceAiflcation 0
'NCDA Waste Analysis or Equivalent. Al a minimum, waste analysis Is requirad Mriln On days of land appkstion events.
"Enter the value received by subtracting column (10) from (B). Continue subtracting column (10) from oofumn (11) fol&4rif each "nation evant,
-Enter nutrient source (W. Legoon/Slerege Pond ID, commercial fertilizer, dry [Mar, olc.)
'Wealer Codes: C-Clear, PC•Perlly Cloudy, CKIoWty, R-Rain, 8•SnowlSleal, WWlndy
"Penoree completing the Irrigation inspections must Inlaal to signify that inspections were completed at least every 120 rninulea.
Note: if conditions beyond the permideWs control have caused noncompliance wish the CAWMP or permlL explain on reverse.

-- •-�-� .,..._. - _ • � - - -.�-. �.:..�._-..._........ --- • .-�..:�-.,,,,� ._ . _, :..-�y,;.. �-a �...,,
Form IRR-2
Lagoon Liquid Irrigation Fields Record
One Form for Each Field per Crop Cycle
-� -- ..._..--_-••.-•-.- v--�-•�----. -_�___ . Field size size (wetted acres) = (A)
Farm Owner
Owner's Address
Owner's' Phone #
Field.#•.._ _ .. Plva12-_
7.64
Dail Brothers
From Waste Utilization Plan
Reeornmanded PAN
Crop Type Wheat LmWinq (nslacre) a (a) 120
-9 _ 10
_,.Facity Number:, --
Irrigation Operatar lHenry Dail
Irrigation Operator's Address
OIC#
Operators Phone #
i
Lagoon III
axle
(mrn( yr)
Gtut Time
End Time -Taal
Mfiuln
(3j•(z)
f e! Sprink}an'
opewina
i -.. _ _
Flow Rain -
TaWVelurNs�
(a Lai Varls)
{6)g5A(4)
Volumrpw_z�
Aen (a pwc }PAN'
ACM (
{Anah fi
WaHSAaeMisX.
eu)
ANAPDisd
tlerlana) -
161921
dreWn-
9alacre = - -
plvsersj
Weelhcode
flnitw f°re a
tlrutielq•.
TH # 1 "
912/2005
2:00 PM
5:00 PM
180
1
175
31500.00
4123.04
2.5
10.31
109.69
C
TH 0 1
91412006
8:30 AM
1:30 PM
300
1
175
52500,00
6871.73
2.5
17.18
92.51
C
TH # 1
10127/2005
1 11:00 AM
4:00 PM
300
1
175
52600.00
6871.73
13
11.68
80.83
C
TH # 1
11I212005
12:30 PM
4:30 PM
240
1
175
42000,00
5497,38
1.7
9.35
71.49
1. C
TH # 1
1113/2005
1:00 PM
8:00 PM
240
1
175
42000.00
5497.38
1.7
9.35
62.14
C
TH # 1
1F7/2005
2:00 PM
7M PM
300
1
175
52500.00
8871.73
1.7
11.68
50.46
C
TH # 1
11 M005
11:00 AM
2:00 PM
180
1
175
31500.00
4123.04
1.7
7.01
43.45
C
TH # 1
211312005
10:30 AM
3:30 PM
300
1
175
52500,00
6871.73
3.0
20.62
22.83
C
TH # 1
2/16/2005
12:30 PM
5:30 PM
300
1
175
52500,00
6871.73
3.0
20.62
2.22
C
crop Cycle Totals I -T I- T TOM PAN 1
Owners Slanature Doarstbes Slonstula
Certified Operator
Operators Car Amfion A
'NCDA Wade Anaysl■ or Equivalent. At a minimum, waste analysis it required within 60 days of land epp4talion events.
"Enter the value received by suhvac ling column (10) from (R). Continue m WacW* column (10) from column (11) rol!nwlna each Ir6gebon event,
-Enter nublenl source (ie. Lagwrd torape Pond ID, commercial larflllzar, dry litter, ale.)
'Wsater Codas'. C-Clear, PC -Party Cloudy, CI-Cbudy. R-Rain, S-SnvwlSlaet, W-Windy
"Persorl's c impteting the Irrigation Inspections must initial to signify That inspections were completed at Want every 120 minutes.
NoW it conditions beyond pie permitlee's control have mused noncumplianca with the CAWMIP ar permit, moaln an reveres.

Form 1RR-2
Field size (welled acres) = (A)
Farm Owner
Owner's Address
Owner's' Phone #
Lagoon Liquid Irrigallon Fields Record
One Form for Each Field per Crop Cycle
77, _ - = _.Fia]d #:- _ . Plve1.2_.
7.64
FaciRy NL-mber—
Irrigation Operator MonrV Dail
Irrigalion Operator's Address
OIC4
Operator's Phone #
From Waste Wilizatian Plan
Recommended PAN
Crop Type 5 bears
1--ding (Ib.racra) - (B)
73,74
4
_
(mndd"V
aisn Timf
y...;, :-.y
Fed Tma
Tatat AAitwlss
(3) (2)
A ol8pdrAden
ppfyltip
Flaw Rile
7olelValuna
(psllonf)
(el■[SIM)
VWmmPw
Acre (gaVeGe)
t7y(A)
West* An*"
PAFY 1Ihs11e00
4N)
pbslxA)—
P11ANAp
,uagrn
BaWree ...
(idetle)
-•
Weather Cade
hnpe' I
(Indieh)..
Lepaan 10
TH #1
8124/2005
1:30 PM
6:30 PM
300
1
175
52500.00
8871.73
2.5
17.18
56.56
C
TH #1
8/25/2005
12:00 PM
5:00 PM
300
1
175
52500.00
6871.73
2.5
17.18
39.38
C
TH #1
8/26/2005
2:30 PM
7:30 PM
300
1
175
52500.00
6871.73
2.5
17.16
22.20
G
TH #1 IMM005
10:00 AM
3:00 PM
300
1
175
52500.00
6871.73
2.5
17.18
5.02
C
Owner's Slgnalure
Certified Operator
"ropeycle rorars lJ I01alrAIV l I
Operator's Signature
Operators camcallon N
•NCOA Waste Analysis or Equivalent. At a minimum, weals sm"s is required within e0 days or land application events,
-Enter the value recelved by u btractng coumn (10) from (B). Coniknro ouLVacting catumn (10) frum column (11) faeov&V each inlgaeon avant.
"'Enter nutrient source (le, LegoonlStorago Pond IC, commardet foniltzer, dry titter, sic)
'Wester Codes: "leer. PC -Party Cloudy, Ct-Cloudly, R-Raln, S-Snowl&leet, WWlndy
—Persores completing the InigatInn inspections must initial to signify that inspections were completed ail least every 120 minutes.
Note: If conditions beyond the permillee's control have caused noncompliance with the CAWMP or permit, explain on revane.

m
' Form Goo-1
CROP YIELD RECORD
Farm OwnerlDail Facility Number
Operator
Date
(mm/ddlyy)
Field/Pull I D
Crop
Yield Bale Size Field/Pull Size
(Bates or Bushels) (if applicable) (wefted acres)
"'Yield per Acre
(Bale or Bushels/Ac)
*Yield/Acre = (1) Yield divided by (2) Field/Pull Size, (3)=(1)/(2)
^
_- -
----_----_--

PLAN OF ACTION(Poa) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
Facility Number: 82-303
Facility Name: Turkey Hog Farm
Certified Operator Name: Edward Dail
County: Sampson
Operator Number: 17826
1. Current liquid level(s) in inches as measured from the current liquid level in the lagoon to the
lowest point on the top of the dam for lagoons without spillways; and from the current liquid level
in the lagoon to the bottom of the spillway for lagoons with spillways.
Lagoon Name/ID:
Spillway(Y or N):
Level(inches):
Lagoon 1 Lagoon 2 Lagoon 3 Lagoon 4 Lagoon 5
TH1 TH2
N N
17 18
2. Check all applicable items
Liquid level is within the designed structural freeboard elevations of one or more structures.
Five and 30 day Plans of Action are attached. Hydraulic and agronomic balances are
within acceptable ranges.
X Liquid level is within the 25 year 24 hour storm elevations for one or more structures. A
30 day Plan of Action is attached. Agronomic balance is within acceptable range.
Waste is to be pumped and hauled to off site locations. Volume and PAN content of waste
to be pumped and hauled is reflected in section III tables. Included within this plan is a list
of the proposed sites with related facility numbers, number of acres and receiving crop
information. Contact and secure approval from the DWQ prior to transfer of waste to a site
not covered in the facility's CAWMP.
Operation will be partially or fully depopulated.
`Attach a complete schedule with corresponding animal units and dates for depopulation
"if animals are to be moved to another permitted facility, provide facility number, lagoon
freeboard levels and herd population for the receiving facility
3. Earliest possible date to begin land application of waste: 101512015
I hereby certify that I have reviewed the information listed above and included within the
attached Plan of Action, and to the best of my knowledge and ability, the information is
accurate and correct.
Paul Edward Dail Jr. Phone: [phone]
Facility Owner/Manager (print)
Date: 10/5/2015
Facility Owner/Manager (signature)

•
II. TOTAL POUNDS OF PAN STORED WITHIN STRUCTURAL FREEBOARD AND/OR 25 YRJ24
HR_ STORM STORAGE ELEVATIONS IN ALL WASTE STRUCTURES FOR FACILITY
1.
Structure ID: THi
line m =
154.0 lb PAN
2.
Structure ID: TH2
line m =
913.3 lb PAN
3.
Structure ID:
line m =
lb PAN
4.
Structure ID:
line m =
lb PAN
5.
Structure ID:
line m =
lb PAN
6.
Structure ID:
line m =
lb PAN
n.lines 1+2+3+4+5+6= 1067.3lbPAN
III. TOTAL PAN BALANCE REMAINING FOR AVAILABLE CROPS DURING 30 DAY DRAW DOWN
PERIOD. DO NOT LIST FIELDS TO WHICH PAN CANNOT BE APPLIFD DURING THIS 30 DAY PFRIOD_
o. tract #
p. field #
q. crop
r. acres
s. remaining IRR
2 PAN balance
(Iblacre)
L TOTAL PAN
BALANCE FOR
FIELD (Ibs.)
column r x s
u. application window'
9417
ppl
wheat
9.01
136.00
1225.4
9/1--4/30
8417
pp2
wheat
7.64
106.00
809.8
911-4/30
84171
1
wheat
2.50
125.00
312.5
911-4/30
8417
2
wheat
2.55
125.00
318.8
911-4/30
8417
3
wheat
0.74
106.00
78.4
911-4130
8417
4
wheat
2.96
106.00
313.8
9/1--4/30
8417
5
wheat
3.88
136.00
527.7
9/1--4/30
8417
6
wheat
5.70
70.00
399.0
9/1--4/30
84171
7
wheat
4.66
70.00
326.2
911--4130
'State current crop ending application date or next crop application beginning date for available
receiving crops during 30 day draw down period.
v. Total PAN available for all fields (sum of column t) = 4311.5 lb. PAN
IV. FACILITY'S PoA OVERALL PAN BALANCE
w. Total PAN to be land applied (line n from section 11) = 1067.3 lb. PAN
PoA (30 Day) 2/21100

x. Crop's remaining PAN balance (line v from section III) = 4311.5 lb. PAN
y. Overall PAN balance (w - x) _ -3244 lb. PAN
Line y must show as a deficit. If line y does not show as a deficit, list course of action here including pump and
haul, depopulation, herd reduction, etc. For pump & haul and herd reduction options, recalculate new PAN
based on new information. If new fields are to be included as an option for lowering lagoon level, add these
fields to the PAN balance table and recalculate the overall PAN balance. If animal waste is to be hauled to
another permitted facility, provide information regarding the herd population and lagoon freeboard levels at the
receiving facility.
Rainfall almost daily has made pumping extremely difficult.
1015115 per discussion with DWR Bill Dunlap, begin pumping taking care to avoid ponding and/or runoff.
PoA (30 Day) 2/21/00

PLAN OF ACTION (PoA) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
30 DAY DRAW DOWN PERIOD
I. TOTAL PAN TO BE LAND APPLIED PER WASTE STRUCTURE
1. Structure Name/Identifier (ID): TH1
2. Current liquid volume in 25 yr./24 hr. storm storage & structural freeboard
a. current liquid level according to marker 17.0 inches
b. designed 25 yr./24 hr. storm & structural freeboard 19.0 inches
c. line b - line a (inches in red zone) = 2.0 inches
d. top of dike surface area according to design
(area at below structural freeboard elevation) 6500D ftZ
e. line c/12 x line d x 7.48 gallons/ft3 81033 gallons
3. Projected volume of waste liquid produced during draw down period
f. temporary storage period according to structural design 180 days
g. volume of waste produced according to structural design 603fi77 ft3
h. current herd # ® certified herd # 2448
actual waste produced = current herd # x line g =
certified herd #
i. volume of wash water according to structural design
j. excess rainfall over evaporation according to design
k. (lines h + i + j) x 7.48 x 30 days/line f=
4. Total PAN to be land applied during draw down period
I. current waste analysis dated 1 9/25/2015
m. ((lines e + k)/1000) x line I =
REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE.
(Click on the next Structure tab shown below)
PoA (30 Day) 2/21 /00
ft'
©ft3
37916.7 ft3
47269 gallons
1.20 Ibs/1000 gal.
154.0 Ibs. PAN

PLAN OF ACTION (PoA) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
30 DAY DRAW DOWN PERIOD
I. TOTAL PAN TO BE LAND APPLIED PER WASTE STRUCTURE
1. Structure Namelidentifier (ID): TH2
2. Current liquid volume in 25 yr.124 hr. storm storage & structural freeboard
a. current liquid level according to marker 18.0 inches
b. designed 25 yr.124 hr. storm & structural freeboard 19.0 inches
c, line b - line a (inches in red zone) = 1.0 inches
d. top of dike surface area according to design
(area at below structural freeboard elevation) 67500 ft2
e. line c112 x line d x 7.48 gallons/W 42075 gallons
3. Projected volume of waste liquid produced during draw down period
f. temporary storage period according to structural design 1$0 days
g. volume of waste produced according to structural design 603677 ft3
h, current herd # 2200 certified herd # 2448
actual waste produced = current herd # x line g = 542520 ft'f
certified herd #
i. volume of wash water according to structural design
j. excess rainfall over evaporation according to design
k. (lines h + i +j) x 7.48 x 30 days/line f=
4. Total PAN to be land applied during draw down period
I. current waste analysis dated 9/25/2015
m. ((lines e + k)/1000) x line I =
REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE.
(Click on the next Structure tab shown below)
PoA (30 Day) 2/21/00
®ft3
39375 ft3
725429 gallons
1.19 Ibs11000 gal.
913.3 lbs. PAN

O�oF W A rF9OG
7 y
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Coleen H. Sullins, Director
Division of Water Quality
July 1, 2007 11b, I
Edward Dail JUN 1 7 2007 !�
Dail Brothers -Turkey Hog Farm
825 NC 24 E
Kenansville, NC 28349
Subject: Certificate of Coverage No. AWS820303
Dail Brothers -Turkey Hog Farm
Animal Waste Management System
Sampson County
Dear Edward Dail:
In accordance with your application received on 17-Jan-07, we are hereby forwarding to you this
Certificate of Coverage (COC) issued to Edward Dail, authorizing the operation of the subject animal
waste management system in accordance with General Permit AWG100000,
This approval shall consist of the operation of this system including, but not limited to, the management
and land application of animal waste as specified in the facility's Certified Animal Waste Management
Plan (CAWMP) for the Dail Brothers -Turkey Hog Farm, located in Sampson County, with an animal
capacity of no greater than the following swine annual averages:
Wean to Finish: 0 Feeder to Finish: 4896 Boar/Stud: 0
Wean to Feeder: 0 Farrow to Wean: 0 Gilts: 0
Farrow to Finish: 0 Farrow to Feeder: 0
If this is a Farrow to Wean or Farrow to Feeder operation, there may also be one boar for each 15 sows.
Where boars are unneccessary, they may be replaced by an equivalent number of sows. Any of the sows
may be replaced by gilts at a rate of 4 gilts for every 3 sows
The COC shall be effective from the date of issuance until September 30, 2009 and replaces the NPDES
COC issued to this facility with an expiration date of July 1, 2007. You are required to continue
conducting annual surveys of sludge accumulation in all lagoons at your facility; the one-year extension
in Condition 111.19 does not apply.
Pursuant to this COC, you are authorized and required to operate the system in conformity with the
conditions and limitations as specified in the General Permit, the facility's CAWMP, and this COC. An
adequate system for collecting and maintaining the required monitoring data and operational information
must be established for this facility. Any increase in waste production greater than the certified design
capacity or increase in number of animals authorized by this COC (as provided above) will require a
modification to the CAWMP and this COC and must be completed prior to actual increase in either
wastewater flow or number of animals.
Please carefully read this COC and the enclosed State General Permit. Enclosed for your convenience is
a package containing the new and revised forms used for record keeping and reporting. Please p
careful attention to the record keeping, and monitoring conditions in this permit.
Aquifer Protection Section 1636 Mail Service Center
Internet: www.ncwateroualitv.org Location: 2728 Capital Boulevard
An Equal Opportunity/Affirmative Awn Employer— 50% RecycWl0% Post Consumer Paper
N""o��hCarolina
Auvrally
Raleigh, NC 27699-1636 Telephone: [phone]
Raleigh, NC 27604 Fax 1: [phone]
Fax 2: [phone]
Customer Service: [phone]

If your Waste Utilization Plan has been developed based on site -specific information, careful evaluation
of future samples is necessary. Should your records show that the current Waste Utilization Plan is
inaccurate you will need to have a new Waste Utilization Plan developed.
The issuance of this COC does not excuse the Permittee from the obligation to comply with all applicable
laws, rules, standards, and ordinances (local, state, and federal), nor does issuance of a COC to operate
under,this .permit convey any property rights in either real or personal property.
Upon aliandoniient or depopulation for a period of four years or more, the Permittee must submit
documentation to the Division demonstrating that all current NRCS standards are met prior to restocking
of the facility.
Per 15A NCAC 02T .011 l(c) a compliance boundary is provided for the facility and no new water supply
wells shall be constructed within the compliance boundary. Per NRCS standards a 100-foot separation
shall be maintained between water supply wells and any lagoon, storage pond, or any wetted area of a
spray field.
Per 15A NCAC 02T .1306, any containment basin, such as a lagoon or waste storage structure, shall
continue to be subject to the conditions and requirements of the facility's permit until closed to NRCS
standards and the permit is rescinded by the Division.
Please be advised that any violation of the terms and conditions specified in this COC, the General Permit
or the CAWMP may result in the revocation of this COC, or penalties in accordance with NCGS 143-
215.6A through 143-215.6C including civil penalties, criminal penalties, and injunctive relief.
If you wish to continue the activity permitted under the General Permit after the expiration date of the
General Permit, an application for renewal must be filed at least 180 days prior to expiration.
This COC is not automatically transferable. A name/ownership change application must be submitted to
the Division prior to a name change or change in ownership.
If any parts, requirements, or limitations contained in this COC are unacceptable, you have the right to
apply for an individual permit by contacting the staff member listed below for information on this
process. Unless such a request is made within 30 days, this COC shall be final and binding.
This facility is located in a county covered by our Fayetteville Regional Office. The Regional Office
Aquifer Protection staff may be reached at 910-433-3300. If you need additional information concerning
this COC or the General Permit, please contact the Animal Feeding Operations Unit staff at (919) 733-
3221.
Sincerely,
G
for Coleen H. Sullins
Enclosures (General Permit AWG100000, Record Keeping and Reporting Package)
cc: (Certificate of Coverage only for all cc's)
Sampson County Health Department
Sampson County Soil and Water Conservation District
Fayetteville Regional Office, Aquifer Protection Section
AFO Unit Central Files
Permit File AWS820303

Water Resources
ENVIRONMENTAL OVALITY
George David Wells
WCW Farms
685 Timberlake Drive
Clinton, NC 28328
Dear George David Wells:
RECEIVED
DEQIDWR
MAY 12 2016
WQROS
FAYETTEVILLE REGIONAL OFFICE
May 6, 2016
PAT MCCRORY
Governor
DONALD R. VAN DER VAART
Seeretai v
S_ JAY ZIMMERMAN
Subject: Certificate of Coverage No. AWS820303
WCW Farms
Swine Waste Collection, Treatment,
Storage and Application System
Sampson County
Director
In accordance with your Notification of Change of Ownership received May 3, 2016, we are hereby
forwarding to you this Certificate of Coverage (COC) issued to George David Wells, authorizing the
operation of the subject animal waste management system in accordance with General Permit AWG 100000.
This approval shall consist of the operation of this system including, but not limited to, the management
and land application of animal waste as specified in the facility's Certified Animal Waste Management Plan
(CAWMP) for WCW Farms, located in Sampson County, with a swine animal capacity of no greater than
the following annual averages:
Wean to Finish: Feeder to Finish: 4896 Boar/Stud:
Wean to Feeder: Farrow to Wean: Gilts:
Farrow to Finish: Farrow to Feeder: Other:
If this is a Farrow to Wean or Farrow to Feeder operation, there may be one boar for each 15 sows. Where
boars are unnecessary, they may be replaced by an equivalent number of sows. Any of the sows may be
replaced by gilts at a rate of 4 gilts for every 3 sows.
This COC shall be effective from the date of issuance until September 30, 2019, and shall hereby void
Certificate of Coverage Number AWS820303 dated October 1, 2014. Pursuant to this COC, you are
authorized and required to operate the system in confomuty with the conditions and limitations as specified
in the General Permit, the facility's CAWMP, and this COC. An adequate system for collecting and
maintaining the required monitoring data and operational information must be established for this facility.
Any increase in waste production greater than the certified design capacity or increase in number of animals
authorized by this COC (as provided above) will require a modification to the CAWMP and this COC and
must be completed prior to actual increase in either wastewater flow or number of animals.
Please read this COC and the enclosed State General Permit carefully. Please pay careful attention to the
record keeping and monitoring conditions in this permit. Record keeping forms are unchanged with this
General Permit. Please continue to use the same record kegping forms.
If your Waste Utilization Plan (WUP) has been developed based on site -specific information, careful
evaluation of future samples is necessary. Should your records show that the current WUP is inaccurate
you will need to have a new WUP developed.
State oCNorth Carolina I Fnvirumnental Quality I Water Resources
16361 ll service Center I Raleigh, North Carolina 276994636
919 807 6464

The issuance of this COC does not excuse the Permittee from the obligation to comply with all applicable
laws, rules, standards, and ordinances (local, state, and -,federal), nor does issuance of a COC to operate
under this permit convey any property rights in either real or personal"Of6perty.
Per NRCS standards a 100-foot separation shall be maintained between water supply wells and any lagoon,
storage pond, or any wetted area of a spray field.
Please be advised that any violation of the terms and conditions specified in this COC, the General Permit
or the CAWMP may result in the revocation of this COC, or penalties in accordance with NCGS 143-
215.6A through 143-215.6C including civil penalties, criminal penalties, and injunctive relief.
If any parts, requirements, or limitations contained in this COC are unacceptable, you have the right to
apply for an individual permit by contacting the Animal Feeding Operations Program for information on
this process. Unless such a request is made within 30 days, this COC shall be final and binding.
In accordance with Condition II.22 of the General Permit, waste application shall cease within four (4)
hours of the time that the National Weather Service issues a Hurricane Warning, Tropical Storm Warning,
or a Flood Watch associated with a tropical system for the county in which the facility is located. You may
find detailed watch/warning information for your county by calling the Raleigh, NC National Weather
Service office at [phone], or by visiting their website at: http://www.weath�rah/
This facility is located in a county covered by our Fayetteville Regional Office. The Regional Office staff
may be reached at 910-433-3300. If you need additional information concerning this COC or the General
Permit, please contact the Animal Feeding Operations Program staff at [phone].
Sincerely,
�L
Lor S. Jay Zimmerman, P.G.
Director, Division of Water Resources
Enclosure (General Permit AWG100000)
cc: (Certificate of Coverage only for all ccs)
Fayetteville Regional Office, Water Quality Regional Operations Section
Sampson County Health Department
Sampson County Soil and Water Conservation District
WQROS Central Files (Permit No. AWS820303)
Smithfield Hog Production

doV- opL.
I r, %-� 054- 1 - I/ 0 1 e v YT- . o29^, * Po Pn
57Sr ovY'r a u /"s Oro

1
3c)
TT�
f 0� _ w

F
RECEIVED -
Grower(s):
Farm Name:
NUTRIENT UTILIZATION P
Dail Brothers
Turkey Hogs
County: Sampson
Farm Capacity.
Farrow to Wean
Farrow to Feeder
Farrow to Finish
Wean to Feeder
Feeder to Finish 489t3
Storage Structure:
Storage Period:
Application Method:
Anaerobic Lagoon
>180 days
Irrigation
MAR 2 8 2006
DENR - FAYETi"E411LLE REGIONAL OFFICE
The waste from your animal facility must be land applied at a specified rate to prevent pollution
of surface water and/or groundwater. The plant nutrients in the animal waste should be used
to reduce the amount of commercial fertilizer required for the crops in the fields where the waste
is to be applied.
This waste utilization plan uses nitrogen as the limiting nutrient. Waste should be analyzed
before each application cycle. Annual soil tests are strongly encouraged so that all plant
nutrients can be balanced for realistic yields of the crop to be grown.
Several factors are important in implementing your waste utilization plan in order to maximize
the fertilizer value of the waste and to ensure that it is applied in an environmentally safe manner:
1. Always apply waste based on the needs of the crop to be grown and the nutrient
content of the waste. Do not apply more nitrogen than the crop can utilize.
2. Soil types are important as they have different infiltration rates, leaching potentials,
cation exchange capacities, and available water holding capacities.
3. Normally waste shall be applied to land eroding at less than 5 tons per acre per
year. Waste may be applied to land eroding at 5 or more tons per acre annually, but
less than 10 tons per acre per year providing that adequate filter strips are established.
4. Do not apply waste on saturated soils, when it is raining, or when the surface is frozen.
Either of these conditions may result in runoff to surface waters which is not allowed
under DWQ regulations.
5. Wind conditions should also be considered to avoid drift and downwind odor
problems.
fi. To maximize the value of the nutrients for crop production and to reduce the potential
for pollution, the waste should be applied to a growing crop or applied not more than
30 days prior to planting a crop or forages breaking dormancy. Injecting the waste or
disking will conserve nutrients and reduce odor problems.
1 of 8

This plan is based on the waste application method shown above. If you choose to change
methods in the future, you need to revise this plan. Nutrient levels for different application
methods are not the same.
The estimated acres needed to apply the animal waste is based on typical nutrient content
for this type of facility_ In some cases you may want to have plant analysis made, which could
allow additional waste to be applied. Provisions shall be made for the area receiving waste to
be flexible so as to accommodate changing waste analysis content and crop type. Lime must
be applied to maintain pH in the optimum range for specific crop production_
RECEIV
MAR 2 8 Zoos
OENR-FAYETTEVILLE REGIONAL OMCE
This waste utilization plan, if carried out, meets the requirements for compliance with 15A NCAC
21-1.0217 adopted by the Environmental Management Commission.
AMOUNT OF WASTE PRODUCED PER YEAR ( gallons, 0, tons, etc.):
Capacity -Tye Waste Produced perAnimal Total
Farrow to Wean
3212 gal/yr
gal/yr
Farrow to Feeder
4015 gal/yr
gal/yr
Farrow to Finish
10585 gal/yr
gal/yr
Wean to Feeder
223 gal/yr
gal/yr
4896
Feeder to Finish
986 gat/yr
4,827,456 gavyr
Total 4,827,456 gal/yr
AMOUNT OF PLANT AVAILABLE NITROGEN PRODUCED PER YEAR (lbs):
Capacity Type Nitro en Produced per Animal Total
Farrow to Wean
5.4 Ibs/yr
lbs/yr
Farrow to Feeder
6.5 Ibs/yr
lbslyr
Farrow to Finish
26 Ibs/yr
lbw
Wean to Feeder
0.48 Ibs/yr
Ibs/yr
4896
Feeder to Finish
2.3 Ibs/yr
11,261 Ibs/yr
Total 11,261 Ibs/yr —i
Applying the above amount of waste is a big job. You should plan time and have appropriate
equipment to apply the waste in a timely manner.
LAND UTILIZATION SUMMARY
The following table describes the nutrient balance and land utilization rate for this facility
Note that the Nitrogen Balance for Crops indicates the ratio of the amount of nitrogen produced
on this facility to the amount of nitrogen that the crops under irrigation may uptake and utftze
in the normal growing season.
Total Irrigated Acreage: 67.91
Total N Required 1st Year. 18199.597
Total N Required 2nd Year: 9444.04
Average Annual Nitrogen Requirement of Crops: 13.821.82
Total Nitrogen Produced by Farm: 11,260.80
Nitrogen Balance for Crops: (2,561.02)
The following table describes the specifications of the hydrants and fields that contain the crops
designated for utilization of the nitrogen produced on this facility. This chart describes the size,
soil characteristics, and uptake rate for each crop in the specked drop rotation schedule for this
facility.
2of8

lIR*ceptlon Area Specifications
C a Type Yield lbs NfUnit Residual At Utifted
Code Ap.pjy_
CO(lo Apply Ylold lbs N/Unll Residual lAc Utilized
.�:�■©gym©
� �
�N©®
�.
©.r.�.�.�■..�■�.�■
rma�v�0o�
� �
�o®�or�E�■���®®�
��
��
�
�■�
�■�
�■■r■��
ter■■
�■
i�
�
�
��
��
��
��
�■
�
�
�■
�
IN
■■�
��
��
■ram
■�
��■�
��
��
��
�r
�-
��
��
�■■��
�
��
�■■�
��
��
�■�■�
3(a) of 6

This plan does not include commercial fertilizer. The farm should produce adequate plant
available nitrogen to satisfy the requirements of the crops listed above.
The applicator is cautioned that P and K may be over applied while meeting the N requirements.
In the future, regulations may require farmers in some parts of North Carolina to have a nutrient
management plan that addresses all nutrients. This plan only addresses nitrogen.
In interplanted fields ( i.e. small grain, etc, interseeded in bermuda), forage must be removed
through grazing, hay, and/or silage. Where grazing, plants should be grazed when they
reach a height of six to nine inches. Cattle should be removed when plants are grazed to a
height of four inches. In fields where small grain, etc, is to be removed for hay or silage, care
should be exercised not to let small grain reach maturity, especially late in the season (i.e.
April or May). Shading may result if small grain gets too high and this will definateiy interfere
with stand of bermudagrass. This loss of stand will result in reduced yields and less nitrogen
being utilized. Rather than cutting small grain for hay or silage just before heading as is
the normal situation, you are encouraged to cut the small grain earlier. You may want to
consider harvesting hay or silage two to three times during the season, depending on the
time small grain is planted in the fall.
The ideal time to interplant small grain, etc, is late September or early October. Drilling is
recommended over broadcasting. Bermudagrass should be grazed or cut to a height of
about two inches before drilling for best results.
CROP CODE LEGEND
Crop Code
Crop
Lbs N utilized 1 unit yield
A
Barley
1.6 lbs N / bushel
B
Hybrid Bermudagrass - Grazed
50 lbs N / ton
C
Hybrid Bermudagrass - Hay
50 lbs N / ton
D
Corn - Grain
1.25 lbs N / bushel
E
Corn - Silage
12 lbs N I ton
F
Cotton
0.12 lbs N / lbs: lint
G
Fescue - Grazed
50 Ibs N I ton
H
Fescue- Hay
50 lbs N /ton
I
Oats
1.3 lbs N / bushel
J
Rye
2.4 Ibs N I bushel
K
Small Grain - Grazed
50 lbs N / acre
L
Small Grain - Hay
501bs N / acre
M
Grain Sorghum
2.5 lbs N I cwt
N
Wheat
2.4 lbs N I bushel
O
Soybean
4.0 lbs N / bushel
P
Pine Trees
40 lbs N / acre / yr
Acres shown in the preceding table are considered to be the usable acres excluding
required buffers, filter strips along ditches, odd areas unable to be irrigated, and perimeter areas
not receiving full application rates due to equipment limitations. Actual total acres in the fields
listed may, and most likely will be, more than the acres shown in the tables.
See attached map showing the fields to be used for the utilization of animal waste.
4 of 8

SLUDGE APPLICATION:
The following table describes the annual nitrogen accumulation rate per animal
in the lagoon sludge
Farm Specifications PA
/animal Farm Total/yr
Farrow to Wean
0.84
Farrow to Feeder
1
Farrow to Finish
4.1
Wean to Feeder
0.072
4896 Feeder to Finish
0.36 1762.56
The waste utilization plan must contain provisions for periodic land application of sludge at
agronomic rates. The sludge will be nutrient rich and will require precautionary measures to
prevent over application of nutrients or other elements. Your production facility will produce
approximately 1762.56 pounds of plant available nitrogen per year will accumulate in the lagoon
sludge based on the rates of accumulation listed above.
If you remove the sludge every 5 years, you will have approximately 8812.8 pounds of plant
available nitrogen to utilize. Assuming you apply this PAN to hybrid bermuda grass hayland at the
rate of 300 pounds of nitrogen per acne, you will need 29 acreas of land_ If you apply the sludge
to corn at a rate of 125 pounds per acre, you will need 70.5024 acres of land. Please note that these
are only estimates of the PAN produced and the land required to utilize that PAN. Actual values
may only be determined by sampling the sludge for plant available nitrogen content prior to application
Actual utilization rates will vary with soil type, crop, and realistic yield expectations for the specific
application fields designated for sludge application at time of removal.
APPLICATION OF WASTE BY IRRIGATION:
The irrigation application rate should not exceed the intake rate of the soil at the time of irrigation
such that runoff or ponding occurs. This rate is limited by initial soil moisture content, soil
structure, soil texture, water droplet size, and organic solids. The application amount should not
exceed the available water holding capacity of the soil at the time of irrigation nor should the
plant available nitrogen applied exceed the nitrogen needs of the crop_
if surface irrigation is the method of land application for this plan, it is the responsibility of the
producer and irrigation designer to ensure that an irrigation system is installed to properly
irrigate the acres shown in the preceding table. Failure to apply the recommended rates and
amounts of nitrogen shown in the tables may make this plan invalid.
'This is the maximum application arnount allowed for the soil assuming the amount
of nitrogen allowed for the crop is not over applied. In many situations, the application
amount shown cannot be applied because of the nitrogen limitation. The maximum
application amount shown can be applied under optimum soil conditions.
Your facility is designed for >180 days of temporary storage and the temporary storage must
be removed on the average of once every 6 months. 1n no instance should the volume of the
waste stored in your structure be within the 25 year 24 hour storm storage or one foot of
freeboard except in the event of the 25 year 24 hour storm
It is the responsibility of the producer and waste applicator to ensure that the spreader equipment
is operated properly to apply the correct rates to the acres shown in the tables. Failure to apply
the recommended rates and amounts of nitrogen shown in the tables may make this plan invalid.
Call your technical specialist after you receive the waste analysis report for assistance in
determining the amount of waste per acre and the proper application prior to applying the waste.
5of8

Application Rate Guide
The fallowing is provided as a guide for establishing application rates and amounts.
Soil
Application Rate
Application Amount
Tract
Hydrant
Type
Crop
in/hr
• inches
8417
1
NoA
D
0.5
1
8417
2
NoA
D
0.5
1
8417
3
Ra
D
0.4
1
8417
4
Ra
D
0.4
1
8417
5
GOA
D
0.4
1
8417
6
Ln
D
0.5
1
8417
7
Ln
D
0.5
1
8417
PP1
GoA
D
0.4
1
8417
PP2
Ra
D
0:4
1
7984
1
NoAB
D
0.5
1
7984
2
GoA
D
0.4
1
6of8

Additional Comments:
Acreage shown reflect wetted acreage for puffs 1-7 and PP1 U. Acreage
shown for [eased land reflects available land minus buffers using an aerway
application system.
For leased land, T7984. SB515 setbacks apply. For this design, they
include a 75' buffer from residential property lines, 75' from public ROW,
200' from occupied dwelling, and 100' from wells.
Producer will follow a comtwheattsoybean rotation on the land shown.
7 of 8

NUTRIENT UTILIZATION PLAN CERTIFICATION
Name of Farm: Turkey Hogs
Owner: Dail Brothers
Manager:
Owner/Manager Agreement:
Uwe understand and will follow and implement the specifications and the operation and
maintenance procedures established in the approved animal waste nutrient management
plan for the farm named above. Itwe know that any expansion to the existing design capacity
of the waste treatment and/or storage system, or construction of new facilities, will require a
new nutrient management plan and a new certification to be submitted to DWQ before the new
animals are stocked.
1/we understand that I must own or have access to equipment, primarily irrigation equipment,
to land apply the animal waste described in this nutrient management plan. This equipment
must be available at the appropriate pumping time such that no discharge occurs from the lagoon
in the event of a 25 year 24 hour storm. I also certify that the waste will be applied on the land
according to this plan at the appropriate times and at rates which produce no runoff.
This plan will be filed on site at the fame office and at the office of the local Soil and Water
Conservation District and will be available for review by NCDWQ upon request.
Name of Facility Owner: Dail Brothers
Signature:
Name of Manager (if different from owner):
Signature:
Date
Name of Technical Specialist: Kraig Westerbeek
Affiliation: Private
Address: 1635 W. Wards Bridge Rd.
Warsaw. NC 28398 -
Signature:
8of8

NUTRIENT UTILIZATION PLAN
REQUIRED SPECIFICATIONS
Animal waste shall not reach surface waters of the state by runoff, drift, manmade
conveyances, direct application, or direct discharge during operation or land application.
Any discharge of waste which reaches surface water is prohibited.
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, hetshe 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 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.
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 disking 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).
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.
8 Animal waste shall not be applied to saturated soils, during rainfall events, or when the
surface is frozen.
1 of 3

NUTRIENT UTILIZATION PLAN
REQUIRED SPECIFICATIONS
(continued)
9 Animal waste shall be applied on actively growing crops in such a manner that the crop is
not covered with waste to a depth that would inhibit growth.. The potential for salt damage
from animal waste should also be considered.
10 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 or after October 1, 1996 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 than 25 feet to perennial waters.
12 Animal waste shall not be applied closer than 100 feet to wells.
13 Animal waste shall not be applied closer than 200 feet of dwellings other than those
owned by the landowner.
14 Waste shall be applied in a manner not to reach other property and public right-of-ways.
15 Animal waste shall not be discharged into surface waters, drainageways, or wetlands by
discharge or by over -spraying. Animal waste may be applied to prior converted 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.
2 of 3

NUTRIENT UTILIZATION PLAN
REQUIRED SPECIFICATIONS
(continued)
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.
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.
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.
3 of 3

Landowner/Operator Name:
Address:
Telephone:
Table 1 - Field Specifications
Sheetl
IRRIGATION SYSTEM DESIGN PARAMETERS
Turkey Hogs (Dail Brothers)
825 NC 24 E.
Kenansville, NC
[phone]
County: Sampson
Date: 2/8/2006
Approximate Maximum
Maximum Maximum Application
Useable Size Application per Irrigation
Field of Field Rate Cycle
Number (acres) Soil Type Slope % CrWs�__ (Inlhr) (inches) Comments

Sheet2
TABLE 2 - Travelling Irrigation Gun Settings
Make, Model and Type of Equipment: 3" Amades Traveller
Travel Application TRAVEL LANE Wetted Nozzle Operating Operating
Speed Rate Effective Effective Diameter Diameter Pressure Pressure Arc
Hydrant No. (ftlmin) (in/hr.) Width(ft.) Len_qth(ft) (feett (inches) _ at Gun(psi) at reel(psi) Pattern Comments - Acres per pull
-see manufacturer's specificagans attached

Sheet4
TABLE 4 - Irrigation System Specifications
Traveling
Solid Set
Irrigation Gun
Irrigation
Flow Rate of Sprinkler m)
182
Operating Pressure at Pump (psi)
104.4
Design Precipitation Rate (ire/hr)
0.38
Hose Length feet
984
XXXXXXXX
Type of Speed Compensation
Mechanical
xxxxxxXX
Pump Type PTO, En ine, Electric
En ine
Pump Power Requirement hp
20.2
TABLE 5 - Thrust Block Specifications
THRUST BLOCK
LOCATION
AREA (sq. ft.
90 degree bend
4.94
Dead End
3.5
Tee
2.45
Gate Valve
3.5
45 de ree bend
2.66
-d
Page 1

Sheets
IRRIGATION SYSTEM DESIGNER
Name: Kraig Westerbeek
Company: Private
Address: 1635 W. Wards Bridge Rd. Warsaw, NC 28398
Phone: [phone]
Required Documentation
The following details of design and materials must accompany ail irrigation designs:
1. A scale drawing of the proposed Irrigation system which Includes hydrant locations, pipelines, thrust block locations and buffer areas where applicable.
2. Assumptions and computations for determining total dynamic head and horsepower requirements.
3. Computations used to determine all mainline and lateral pipe sizes.
4. Sources and/or calculations used for determining application rates.
5. Computations used to determine the size of thrust blocks and Illustrations of all thrust block configurations required In the system
6. Manufacturer's specifications for the Irrigation pump, traveler and sprinkler(s).
7. Manufacturer's specifications for the irrigation pipe and/or USDA-NRCS standard for IRRIGATION WATER CONVEYANCE.
8. The Information required by this form are the minimum requirements, It Is the responsibility of the designer to consider all relevant factors at a particular site and
address them as appropriate.
9. Irrigation pipes should not be installed In lagoon or storage pond embankments without the approval of the designer.
NOTE: A buffer strip of 25' or wider must be maintained between the limits of the Irrigation system and all
perennial streams and surface waters per NC Statutes.

Acreage calculations
Travellers
Pull No. Width
Length Start
5to2
Total Acres
1
235
332
0.45
0.26
2.50
2
215
378
0.42
0.26
2.55
3
125
50
0.35
0.25
0.74
4
235
342
0.61
0.5
2.96
5
180
715
0.66
0.27
3.88
6
235
850
0.61
0.5
5.70
7
195
850
0.35
0.5
4.66
Pivot Points
Deg. EG Acreage Deg. EG Acreage Total
Pivot # OfF EG Off On' EG On Acres
PP1 144 6.07 216 10.97 9.01
PP2 156 5.06 204 9.61 7.64

Sheet6
Narrative of Irrigation System Operation
This system is designed to replace part of the existing traveller irrigation system for this farm by
utilizing 2 stationary pivots on the fields as shown. Traveller pulls will remain and should be
operated as shown. Acreage shown for these traveller pulls reflects 'wetted' acreage. Above ground
piping may be used, or, if desired, 6" PVC may be installed to the pull locations Indicated.
The center pivots will be supplied through 4" PVC with a Berkeley B1.5 TPL pump. This pump
should be operated independent of the power unit used for the traveller pulls.
All of the irrigation area shown will be in a corn, wheat, soybean rotation.
Specific operational instructions for the pivots used are included in this plan.

Sheet?
CALCULATIONS
Sprinkler Specifications
Sprinkler Type: Nelson
150
Nozzle Size:
1.08 inches
Sprinkler Pressure:
60 psi
1=lowrate(GPM):
182 gpm
Wetted Diameter:
270 feet *90% manufacturer's specifications
Lane Spacinus
Desired Spacing (%): 70 %
Design Spacing(feet): 189 *PVC irrigation pipe normally comes in 20' pieces,
so round to the nearest multiple of 20.
Actual Spacing (feet): 200 feet
Actual Spacing (%): 74 %
Application Rate
Application Rate = (96.3xF[owrate)/(3.1415x(.9xradius)squared)
Design App. Rate = 0.38 inthr
300 degree arc = 0.45 in/hr
220 degree arc = 0.62 in/hr
180 degree are = 0.76 in/hr
Traveller Speed
Travel speed = 1.605 x Flowrate / Desired application amount x Lane Spacing
Desired app. (in.) =
0.5 inches
300 degree arc =
2.92 ft/min
220 degree arc =
3.51 ft/min
180 degree arc =
5.84 ft/min
Mainline Velocity
Velocity = .408 x Flowrate I pipe diameter squared feet/sec.**
**For buried pipelines, velocity
should be below 5 feet per second
Pipe size:
6 inches
Velocity=
2.06 ft/sec_
Page 1

Sheet?
Maximum Mainline Friction Loss
Most distant hydrant: 6
Total distance: 2130 feet
Friction Loss is figured using Hazen/William's Equation
Friction Loss= 0.24 feet1100 feet
Max. Mainline Loss = 5.2 feet or 2.2 psi
Total Dynamic Head
Sprinkler Pressure: 60 psi
Loss through traveller: 35 psi
Elevation head: 0 psi
Mainline loss: 2.2 psi
Suction head and lift: 2.2 psi
5% fitting loss: 5.0 psi
TOTAL(TDH) = 104.4 psi or 241.2 feet
Horsepower Required
Horsepower = Flowrate x TDH(feet) / 39601 Pump effeciency
Pump Description: Berkeley B3J
Pump Efficiency: 55 %
Horsepower Required: 20.2 Hp
Thrust Blocking
Thrust Block Area = Thrust I Soil Bearing Strength
Thrust: 4200 feet
Soil Bearing Strength: 1200 feet
End Cap: 3.5 ft2
90 degree elbow: 4.9 ft2
Tee: 2.5 ft2
45 degree elbow: 2.7 ft2
Pipe Pressure Rating Check
Pressure Rating of Pipe to be Used: 200 psi
Max. Pressure on system when running: 104.4 psi
70% of Pressure Rating: 140 psi
If Max. Pressure on system is less than 70% of Pressure Rating, OK
Net Positive Suction Head Check
Page 2

Sheet?
NPSHR: 21.5
NPSHR: S *from pump curve
If NPSHA>NPSHR OK
Page 3

ECREKFLE
V
4
RERKELEY PUMPS
TYPE "B" RATING CURVES
MOTOR DRIVE
CURVE 4075
DATE 1-2-86
PAGE 1.02
SUPERSEM
All previously ;&sued
4075 Cwves
rA": rwrrm C.L pwo. LO1018 rsA►we- 1_01018 Nominal sLP.r. 3800
dap.a.r: rwsroi C.I. PmLm . W7298 (7/6U1u.&*Llw Ser. below DuL 6-9116' [lamed on Fresh Water Q Mr F.
S324011 It U) Maximum Working Pressure: 150 PSI
1 N'cipw
—20
.. 11 iFt iM ilO.
FIP �j
10
225-.. rS—
i 7� :.. .1A07§78: .S742 ..
t 0 ss� 70% 3 .:.... i .. 10 - s� 4a !
L
,. 7x z
--
5f6Di 5 t1 1 ? L. ....
T.
f.___ - T..... 1 - ._._...1.. f r ---_ i ....T..... ?
.__ -----
i 1 '
0 100 ISO 200 250
awAurr W U.S. GALLOta PEit M111uTE
� =ses�, -1. -2 :. 6mudes C-98M � 12-7-63 B 1 �T P M
C-8888 B"'a°° o... 7-3o-g5 MOa1r4

Valley Dealer
ED BULLARD IRRIGATION
3315 Hayfield Rd
PO Box 85
Wade, NC 28395
USA
Dealer No.
00002068
Parent Order No.
Sprinkler Order No.10425809
Plant McCook Parts
Customer
Ed Bullard Irrigation
3315 Hayfield Rd P- A
PO Box 85
Wade, NC 28395
UNITED STATES OF AMERICA
Field Name
Dealer PO
Order Date 6/23/2005
Promise Date 6/28/2005
Method Of Shipment W/SYS
1 Span Valley Standard Pivot 8000
Machine Flow 175 GPM
Pivot Pressure 55 PSI
Cover Sheet - 6/23/2005 Page 1

Parent Order No
Span and Overhang
Dealer ED BULLARD IRRIGATION Sprinkler order No 10425809
Customer Ed Bullard Irrigation
Field Name
Vallgv Standard Pivot 8000 Machine Spmmaa
Field Area
Flow
Length
Pipe
Coupler D. U.
r r
1,
1 9.1 Acres Total
r
175Gallons Per Minute
Model Qty ' Ft
O.D. In
Spacing Qty Profile Tire
;
5.0 Rcres: Pivot 3fi0° i
i 1.
19.30 GPM/Acre ,
8000 1 180.0
6 518
108 24 Standard 16.9 x 24 Maxi Float
,
4.1 Acres: EG On 100%
,
1.02 In/ Day App Rate
8000 1 82.0
6518
110 12
;
2b29 Ft. Machine Length
0.0981n. App Depth @ 100% I
Messages
Caution:
None
Dealer:
None
Jpnn=r -- Avallaoie UUUets
Sprinkler Conficiuration
Ran e- ti
Valley U-Pipe 6 Galvanized 3/4 M NPT x 3/4 M Hose
Outlets
2,20,1
Black hose Drop Variable Length 42" Ground Clr
23,26,2
2"1,2
Valley ttegulator PSR 30 3/4 F NPT
Valley Slip Weight 26 2.0 Poly
Nelson Tit3000 D4 - Green 314 M NPT
f
156 83 Ft Total Drop Hose Length
1 91.7 Ft . End Gun Radius 75.1 GPM End Gun
L--------------------------------
-1
-------------------- T--------------�
Pressure
LRDU Drive Train
r------------------------------------
r--------------------------------------------------+
55 PSI Pivot Pressure
34 RPM Center Drive @ 60 Hz frecl.
Inlet Pressure
116.9 x 24 Maxi Float Tire
0.0 Ft. Highest Elevation
i 52;lWheel GS Ratio, LRDU Dist 180.6 Ft.
i 0.0 Ft. Lowest Elevation
; i 2.3 Hrs/3600 @ 100% (818 ) Ft/Min
Cover Sheet - 6l23/2005 Page 2

Parent order No
Pressure Loss
Dealer ED BULLARD IRRIGATION Sprinkler Order No 10425809
Customer Ed Bullard Irrigation
Field Name
Valley Standard Pivot 8000 Machine Summary
Pipe
Pipe
Pipe
Loss
Length Ft
I.D. In
Finish
C-Factor
PSI
235.5
6.42
Galvanized
150
1.1
27.4
3.79
Galvanized
150
0.3
Total -
1.4
Span Flow
Span
Irrigated
Rqd
Act
Rqd
Act
Number
Length Acres
GPM
GPM
GPM/Acre
GPM/Acre
$ Deviation
1
174.2 2.4
43.9
46.7
18.67
19.85
6.3
O/Il
82.3 2.6
49.8
49.8
18.94
18.94
-0.0
EG
91.7 4.1
7&8
75.I
19.30
19.39
4.7
Totals
9.1
171.6
Drain Sprinkler
5.7
6.2
'total Machine Flow
177.8
r--------------------------------------------------------------- 1
Nelson NV100 End Gun
0.6Nozzle
Booster Pump ;
I '
1
Advanced Options
Drain"Bpirnkle"r ="Ber ___________-
nninge
!Last Sprinkler Coverage - 1.0 ft
Sprinkler Coverage Length = 263.9 ft
!Use Last Coupler- YES
,Minimum Mainline Pressure - 6.0 PSI
------- --------------------------------------------------------------- -
Shipping Options
-- ---------------------------------------------------
SM p"drop hardware
IShip Endgun Nozzle
;Ship Endgun 6 Hardware
!Do not ship Endgun Valve / Nozzle Valve Hardware
IDo not ship Boosterpump Hardware I
i
Cover Sheet - 6/23/2005 page 3

Parent Order No Dealer ED BULLARD IRRIGATION Sprinkler Order NO 10425809
Customer Ed Bullard Irrigation
Field Name
Valley Standard Pivot 8000 Sprinkler Chart Disclaimer
W ARkANTY
The information presented in the attached Default Sprinkler Report, Setup Sprinkler Report, and Percent Timer Report is based on
variables which cannot be totally controlled by Valmont (including, but not limited to; pivot pressure, inside pipeline surface, end gun
throw, end gun arc setting, tire slippage, tire pressure, field slopes, soil variations, sprinkler package installation, well capacity,
center drive motor voltage, center drive motor frequency, climatic conditions and other elements and circumstances beyond Valmont's
reasonable control). Valmont makes no warranty for this sprinkler package's uniformity and/or distribution of. water or chemicals,
accuracy or consistency of the application depth, and machine rotation time. Furthermore, Valmont makes no representations or
recommendations as to percentage timer settings, water application rates, irrigation scheduling, and other similar or dissimilar
irrigation/farm management decisions.
LIABILITY
The responsibility and obligations lie with the end user to determine if the sprinkler package/report received matches the machine
configuration and field conditions (including but not limited to: sprinkler type, sprinkler spacing, sprinkler height, pressure regulator
type, crop, soil type, span lengths, last regular drive unit tire type, last regular drive unit motor, and pipe diameters). VALMONT
ASSUMES NO LIABILITY OF WHATSOEVER NATURE OR KIND FOR CROP LOSSES OR OTHER DAMAGES (INCLUDING CONSEQUENTIAL DAMAGES) CAUSED BY THIS
SPRINKLER PACKAGE.
SPFINnER REPORT GENERAL INFORMATION
Sprinkler reports are created using information from the Sprinkler Order Transmittal received or as given verbally to a Valmont customer
Service/Parts Representative and is considered by Valmont to be accurate.
Pivot tower length begins at the center of the riser pipe inlet and ends at the center of a flex joint. Intermediate length span begins
and ends at the center of a flex joint. Last span length begins at the center of a flex joint and ends at the last pipe flange.
Pivot pressure begins at the first coupler on the pipeline downstream of the pivot elbow. End pressure stated by the report will be
within a range of -0 to +1.1 PSI of the specified end pressure at the end of the machine pipeline. Calculated pressure stated by the
report will be within a range of -0 to +1.1 PSI of the minimum sprinkler pressure specified by Valmont or its sprinkler suppliers.
Pipeline pressure and drop length stated by the report for an under truss span are adjusted for elevation change due to crown height,
tire size and drive unit profile.
Calculated sprinkler ground clearance extends from the ground surface up to the point where the water exits the sprinkler.
Highest elevation stated by the report is prorated over the first 30% of machine length with the remaining machine length at the highest
elevation and is only used with sprinkler packages containing pressure regulators.
Non -pressure regulated machines are considered to be on level ground. Pressure regulators will have a minimum inlet pressure of 5 PSI
plus their nominal pressure rating.
End gun coverage area can be over watering or under watering based upon end gun nozzle size and/or booster pump flow limitations. An
auxiliary end gun will be specified by the sprinkler report when requested by the customer and the end gun required flow is at least 10%
greater than the maximum flow of the primary end gun.
The Percent Timer report is based upon typical operating conditions. Valmont recommends monitoring the machine for at least one pass
through field to obtain an accurate rotation time.
Water application rates and rotation times may vary with a corner machine operating in chemigate mode.
Disclaimer - 6/23/2005 Page I

Parent
Order
No
Dealer
ED BULLARD IRRIGATION
Sprinkler order No
10425809
Customer
Ed Bullard Irrigation
Field Name
Vallg Standard Pivot $000 Machine Sprinkler
Chart
Cpl
Dist
Spk
Dist
Nozzle
Color
Spk
Wear
Drop
Regulator
Line
Spk
Rqd
Act
No
From
No
Last
Size
Model
Pad
Length
PSI
PSI
GPM
GPM
Pivot
Spk
1
5.4
Gauge
55.0
Sprinkler
--------------------------
: Nelson Rotator
2
14.4
1
16
Lavender
TR3000
D4-Green
119
PSR 30A
54.8
32.1
0.1
2.5
3
23.4
9.0
Plug
4
32.4
2
18.0
16
Lavender
TR3000
04-Green
131
PSR 30A
54.3
32.1
1.6
2.5
5
41.4
9.0
Plug
6
50.4
3
18.0
16
Lavender
TR3000
D4-Green
139
PSR 30A
54.0
32.0
2.4
2.5
7
59.4
9.0
Plug
8
68.4
4
18.0
18
Gray
TR3000
D4-Green
144
PSR 30A
53.8
32.0
3.3
3.1
9
77.4
9.0
Plug
10
86.4
5
18.0
21
Turq/Yellow
TR3000
04-Green
147
PSR 30A
53.7
31.9
4.2
4.2
11
95.3
8.9
Plug
12
104.3
6
17.9
23
Yellow/Red
TR3000
D4-Green
147
PSR 30A
53.7
31.8
5.0
5.1
13
113.3
9.0
Plug
14
122.3
7
18.0
25
Red/white
TR3000
D4-Green
143
PSR 30A
53.8
31.6
5.9
6.1
15
131.3
9.0
Plug
16
140.2
a
17.9
26
white
TR3000
D4-Green
137
PSR 30A
54.0
31.5
6.8
6.6
11
149.2
9.0
Plug
18
158.2
9
18.0
28
Blue
TR3000
D4-Green
128
PSR 30A
54.4
31.3
7.7
7.7
19
161.2
9.0
Plug
20
176.2
10
18.0
30
Dark Brown
TR3000
D4-Green
116
PSR 30A
54.8
31.2
8.6
8.7
21
180.0
3.8
H.P.
180.6
Tower
Number : 1
Span Length :179.6
22
185.2
9.0
Plug_
23
194.3
11
18.1
31
Dk Brown/Orange
TR3000
D4-Green
119
PSR 30A
54.7
31.0
9.5
9.2
24
203.5
9.2
Plug
25
207.0
12.7
Plug
26
212.6
12
18.3
33
Orange/Dk Green
TR3000
D4- Green
128
PSR 30A
54.3
30.7
10.5
10.5
27
221.7
9.1
Plug
28
230.9
13
18.3
35
Dk Green/Purple
TR3000
D4- Green
137
PSR 30A
54.0
30.5
11.4
11.1
29
234.5
3.5
Plug
Default Sprinkler Chart - 6/23/2005

Parent Order No
Dealer ED BULLARD UMIGATION
Sprinkler Order No 10425809
Customer Ed Bullard Irrigation
Field Name
Valley Standard Pivot 8000 Machine Sgrinkler Chart
Cpl
Dist
Spk
Dist
Nozzle
Color Spk Wear
Drop Regulator Line Spk Rqd Act
No
From
No
Last
Size
Model Pad
Length PSI PSI GPM GPM
Pivot
Spk
30
246.6
9,1
Plug
31
249.2
14
18.2
41
Dk Turq/Mustard TR3000 D4-Green
146 PSR 30A 53.6 29.2 16.2 16.0
32
258.3
9.2
Plug
Sprinkler :
---------------------------
Senninger Spray
33 261.9 15 12.7 11
262.9 Overhaag
Sprinkler : Nelson Endgun
-------------------------
34 262.9 16 1.0 0.6
Yellow Directional
Span Length : 82.3
w�
Endgun Arc Settings: Forward Angle: 45 Reverse Angle: 85
NV100
53.6 53.6 5.7 6.2
53.6 52.5 18.8 75.1
177.8
Default Sprinkler Chart - 6/2312005 2

Parent Order No
Based an Inches
Dealer BD BULLARD IRRIGATION Sprinkler Order No 10425809
Customer Ed Bullard Irrigation
Field Name
Valley Standard Pivot 8000 Percent Timer Data
Based on % Timer
Inches Per
Pivot
Hours Per
360 ❑egress, In
Timer
360 Degrees
0.096
100.0
2.3
1.00
9.8
23.5
1.25
7.8
29.5
1.50
6.5
35.4
1.75
5.6
41.1
Field Area
9.1 Acres Total
5.pAcres: Pivot 3600
4.1 Acres ; EG On 100%
262.9 Ft. Machine Length
91.7 Ft. End Gun Radius
Thormation presented in the attached Percent Timer Report is based on variables which cannot be totally controlled by Valmont
(including, but not limited to; pivot pressure, inside pipeline surface, end gun throw, end gun arc setting, tire slippage, tire
pressure, field slopes, soil variations, sprinkler package installation, well capacity, center drive motor voltage, center drive motor
frequency, climatic conditions and other elements and circumstances beyond Valmont's reasonable control)
Flow
175 Gallons Per Minute
19.30 GPM/Acre
1.02 In/ Day App Rate
0.098In. App Depth @ 100%
75,1 GPM End Gun
Pivot
Inches Per
Hours Per
% Timer
360 Degrees, In
360 Degrees
100.0
0.098
2.3
90.0
0.11
2.6
80.0
0.12
2.9
70.0
0.14
3.3
60.0
0.16
3.8
50.0
0.20
4.6
45.0
0.22
5.1
40.0
0.25
5.8
35.0
0.28
6.6
30.0
0.33
7.7
25.0
0.39
9.2
20.0
0.49
11.5
17.5
0.56
13.1
15.0
0.65
15.3
12.5
0.78
18.4
10.0
0.98
23.0
7.5
1.31
30.7
5.0
1.96
46.0
Pressure
------------------------
PSI Pivot Pressure
i55
i
Inlet Pressure ;
0.0 Ft.
Highest Elevation
0.0 Ft.
-----------------------------------1
Lowest Elevation
LRDU Drive Train
r------------------------ ------------------- ----'-n
34 RPM Center Drive @ G0 Hz freq. ;
16.9 x 24 Maki Float Tire ;
52•lWheel GB Ratio, LRDU Dist 150.6 Ft.
i 2.3 Hrs/36G @ 100% ( g,18 1 Ft/Min
Valmont recommends monitoring the machine for at least one pass through field to obtain an accurate rotation time.
Percent Timer - 6/23/2005 Page I

rinkler Order No 10425809
Page 1

Parent Order No
Part
Qt:y Number Description
Dealer ED BULLARD IRRIGATION
Customer Ed Bullard Irrigation
Field Name
Valley Standard Pi of 8000 Bill Of Materials
1 0211047 NPL MS 2 X 4 112 GV SCH 40
1 0211069 NPL MS 314 X 12 GV SCH 40
14 0227230 REG PR 30 PSI 314 FEM X 314 FEM PSR
1 0232601 PRESSURE GAUGE 0-100 PSI
14 0232603 VLV MS SENNINGER BALL VLV 314"FNPT X 314"MNPT
1 0241005 FIT ER 314 X 90 GV
1 0241012 FIT ES 314 X 90 GV
1 0244038 FIT PB 1 X 314 GV REDUCER
14 0271077 HSE IT 3/4" MNPT X 3/4" HOSE BARB
14 0271080 HSE CL 1 1116" HOSE CLAMP -CRIMP
14 0271084 HSE CL 1 114" S.S. HOSE DROP CLAMP
1 0272033 HSE WT 314" FLEX X 250 FT. ROLL
14 0430629 SPK PO 04 8 DEG ROTOR PLATE (GREEN)
14 0430600 SPK MS NELSON ADAPTER 314 MNPT X SQUARE THREAD
14 0430602 SPK MS NELSON CAPIMOTOR ASSM FOR R3000
3 0430616 SPK NZ 3TN 161128 LAVENDER
1 0430618 SPK NZ 3TN 181128 GRAY
1 0430621 SPK NZ 3TN 211128 TURQUOISEIYELLOW
1 0430623 SPK NZ 3TN 231128 YELLOWIRED
1 0430625 SPK NZ 3TN 251128 REDIWHITE
1 0430626 SPK NZ 3TN 261128 WHITE
1 0430628 9PK NZ 3TN 281128 BLUE
1 0430630 SPK NZ 3TN 301128 DARK BROWN
1 0430631 SPK NZ 3TN 311128 DARK BROWN/ORANGE
1 0430633 SPK NZ 3TN 33h 28 ORANGEIDARK GREEN
1 0430635 SPK NZ 3TN 35/128 DARK GREENIPURPLE
1 0430641 SPK NZ 3TN 411128 DARK TURQUOISE/MUSTARD
14 0430663 SPK MS N3000, T3D00 BODY BLACK
1 0496110 SPK NZ SPRAY NZ #11 ORF .172
1 0500706 SPK NZ TAPERED SR100 NELSON 0.6T
1 0606052 SPK CP SRNVi00-ECN END GUN 2" BASE
14 0994386 2 LB. HOSE DROP WEIGHT - POLYETHYLENE
14 0996972 U-PIPE WIBARBED END
1 1926125 END GUN ELBOW
Total Net Weight (Ibs): 129.1`
Bill of Materials W/O Pricing - 6/23/2005

Valley Dealer
ED BULLARD IRRIGATION
3315 Hayfield Rd
PO Box 85
Wade, NC 28395
USA
Dealer No.
00002068
Parent Order No. 10419246
Sprinkler Order No. 10425799
Plant McCook Manufacturing
Customer
DAM BROTHERS
825 NC 24 East
Kenansville, NC 28349
USA
Field Name
Dealer PO
Order Date 6/23/2005
Promise Date06/28/2005
Method Of Shipment W/SYS
1 Span Valley Standard Pivot 8000
Machine Flow 175 GPM
Pivot Pressure 55 PSI
Cover Sheet - 6/23/2005 Page 1

Parent Order Na 10419246
Spun and Overhang
Dealer ED BULLARD IRRIGATION Sprinkler Order No 10425799
Customer DAIL BROTHERS
Field Name
Vg14ey Etandard Pivot 8009 LAnchine Summary
Length Pipe Coupler D. U.
Model Qty Ft O.D. In Spacing Qty Profile Tire
8000 1 2U4J 6 518 108 23 Standard 16.9 x 24 Maxi Float
8000 1 82.0 6 518 110 12
Messages
Caution:
None
Dealer:
None
Sprinkler -- Available Outlets
Sprinkler Configuration
Range t)
Valley U-Pipe 6 Galvanized 3/4 M NPT x 3/4 M Hose
Outlets
2,22,1
Black Hose Drop Variable Length 42" Ground Clr
25,35,1
Valley Regulator PSR 30 3/4 F NPT
Valley Slip Weight 26 2.0 Poly
Nelson TR3000 D4 - Green 3/4 M NPTr
193.15 Ft Total Drop Hose Length
Field Area
10.4 Acres Total
6.0 Acres: Pivot 3601
4A Acres: EG On 100%
287.7 Ft. Machine Length
91.6 Ft. End Gun Radius
Flow
------------------------ ------- -1
175 Gallons Per Minute
16.86 GPM/Acre
0.89In/Day App Rate
0.048In. APp Depth 0 100%
75.0 GPM End Gun
Pressure
LRDU Drive Train
r----------------------------------
-i
r------------ _---- _--------------------------------�
55 PSI
Pivot Pressure 1
68 RPM Center Drive
@ 60 Hz freq.
Inlet Pressure
116.9 x 24 Maxi Float
Tire
i 0.0 Ft.
Highest Elevation ;
1 52:1Wheel GS Ratio, LRDU Dist 205.4 Ft. i
0.0 Ft.
Lowest Elevation
1.3 Hrs/3600 @ 100%
( 16.36 ) Ft/Min
i
Cover Sheet - 6/23/2005 Page 2

Parent Order No 10419246
Pressure Loss
Dealer ED BULLARD IRRIGATION Sprinkler order No 10425799
Customer DAM BROTHERS
Field Name
Valle Standard Pivot 8000 Machine Summa
Pipe
Pipe
Pipe
Loss
Length Et
T.D. In
Finish
C-Factor
PSI
, 260.3
6.42
Galvanized
I50
1.1
27.4
3.79
Galvanized
I50
0.5
Total a
1.6
Span Flow
Span
Irrigated
Rqd
Act
Rqd
Act
Number
Length Acres
GPM
GPM
GPM/Acre
GPM/Acre
% Deviation
1
199.0 3.0
48.0
51.4
15.79
16.89
7.0
O/H
82.3 2.9
46.9
46.9
16.02
16.04
0.2
EG
91.6 4.4
74.3
75.0
16.86
17.02
0.9
Totals
10.3
173.3
Drain Sprinkler
5.5
5.1
Total Machine Flow
178A
r---------------------------------------------------------------,
Nelson NVI00 End Gun
0.6 Nozzle
i
Booster Pump
L--------------------------------------------------------------- J
Advanced Options
!ffiain-3prinkler- =` enrifnger 153rectson-aL--------------------
!Last Sprinkler Coverage - 1.0 ft ;
,Sprinkler Coverage Length - 288.7 ft
!Use Last Coupler- YES ,
!Minimum Mainline Pressure = 6.0 PSI
L--------------------------------------------------------------------- '
Shipping Options
r rop
- -
Ra-- --^------------------------------------------------
,SR,ip rdware
=Ship Endgun Nozzle
Ship Endgun & Hardware
bo not ship Endgun Valve / Nozzle Valve Hardware
!Do not ship Boosterpump Hardware
i
'---------------------------------------------------------------------
Cover Sheet - 6/23/2005 Page 3

Parent Order No healer ! RI Sprinkler Order No
ID41924b ED BULLARD IRRIGATION p 10425799
Customer DAIL BROTHERS
Field Name
Vallev Standard Pivot $000 Sprinkler Chart Disclaimer
WARRANTY
The information presented in the attached Default Sprinkler Report, Setup Sprinkler Report, and Percent Timer Report is based on
variables which cannot be totally controlled by Valmont {including, but not limited to; pivot pressure, inside pipeline surface, end gun
throw, end gun arc setting, tire slippage, tire pressure, field slopes, soil variations, sprinkler package installation, well capacity,
center drive motor voltage, center drive motor frequency, climatic conditions and other elements and circumstances beyond Valmont's
reasonable control►. Valmont makes no warranty for this sprinkler package's uniformity and/or distribution of water or chemicals,
accuracy or consistency of the application depth, and machine rotation time. Furthermore, Valmont makes no representations or
recommendations as to percentage timer settings, water application rates, irrigation scheduling, and other similar or dissimilar
irrigation/farm management decisions.
LIABILITY
The responsibility and obligations lie with the end user to determine if the sprinkler package/report received matches the machine
configuration and field conditions (including but not limited to: sprinkler type, sprinkler spacing, sprinkler height, pressure regulator
type, crop, soil type, span lengths, last regular drive unit tire type, last regular drive unit motor, and pipe diameters). VALMONT
ASSUMES NO LIABILITY OF WHATSOEVER NATURE OR KIND FOR CROP LOSSES OR OTHER DAMAGES (INCLUDING CONSEQUENTIAL DAMAGES) CAUSED BY THIS
SPRINKLER PACKAGE.
SPRINKLER REPORT GENERAL INTORNIATION
Sprinkler reports are created using information from the Sprinkler Order Transmittal received or as given verbally to a Valmont customer
Service/Parts Representative and is considered by Valmont to be accurate.
Pivot tower length begins at the center of the riser pipe inlet and ends at the center of a flex joint. Intermediate length span begins
and ends at the center of a flex joint. Last span length begins at the center of a flex joint and ends at the last pipe flange.
Pivot pressure begins at the first coupler on the pipeline downstream of the pivot elbow. End pressure stated by the report will be
within a range of -0 to +1.1 PSI of the specified end pressure at the end of the machine pipeline. Calculated pressure stated by the
report will be within a range of -0 to +1..1 PSI of the minimum sprinkler pressure specified by Valmont or its sprinkler suppliers.
Pipeline pressure and drop length stated by the report for an under truss span are adjusted for elevation change due to crown height,
tire size and drive unit profile.
Calculated sprinkler ground clearance extends from the ground surface up to the point where the water exits the sprinkler.
Highest elevation stated by the report is prorated over the first 30% of machine length with the remaining machine length at the highest
elevation and is only used with sprinkler packages containing pressure regulators.
Non -pressure regulated machines are considered to be on level ground. Pressure regulators will have a minimum inlet pressure of 5 PSI
plus their nominal pressure rating.
End gun coverage area can be over watering or under watering based upon end gun nozzle size and/or booster pump flow limitations. An
auxiliary end gun will be specified by the sprinkler report when requested by the customer and the end gun required flow is at least 10%
greater than the maximum flow of the primary end gun.
The Percent Timer report is based upon typical operating conditions. Valmont recommends monitoring the machine for at least one pass
through field to obtain an accurate rotation time.
Water application rates and rotation times may vary with a corner machine operating in chemigate made.
Disclaimer - 6/23/2005 page Y

Parent-
Cpl
No
Order
Dist
From
Pivot
No 10419246
Spk Dist
No Last
Spk
Nozzle
Size
Dealer ED BULLARD IRRIGATION
Customer DAIL BROTHERS
Field Name
Valley Standard Pivot 8000 Machine Sprinkler Chart
Color Spk Wear
Model Pad
Sprinkler Order No
Drop Regulator
Length
10425799
Line
PSI
Spk
PSI
Rqd
GPM
Act
GPM
1
5.4
Gauge
55.0
Sprinkler
--------------------------
Nelson Rotator
2
14.4
1
16
Lavender
TR3000
D4-Green
119
PSR 30A
54.8
32.1
0.6
2.5
3
23.4
9.0
Plug
4
32.4
2
18.0
16
Lavender
TR3000
D4-Green
130
PSR 30A
54.4
32.1
1.3
2.5
5
41.4
9.0
Plug
6
50.4
3
18.0
16
Lavender
TR3000
D4-Green
139
PSR 30A
54.0
32.1
2.1
2.5
7
59.4
9.0
Plug
8
68.4
4
18.0
17
Lavender'/Gray
TR3000
D4-Green
145
PSR 30A
53.8
32.0
2.8
2.6
9
77.4
9.0
Plug
10
86.4
5
18.0
19
Gray/Turquoise
TR3000
D4-Green
149
PSR 30A
53.6
31.9
3.4
3.5
11
94.8
8.4
Plug
12
103.2
6
16.8
20
Turquoise
TR3000
D4-Green
150
PSR 30A
53.6
31.9
4.0
3.9
13
111.7
8.4
Plug
14
120.2
7
16.9
22
Yellow
TR3000
D4-Green
149
PSR 30A
53.6
31.8
4.8
4.7
15
129.2
9.0
Plug
16
138.2
8
18.0
24
Red
TR3000
D4-Green
146
PSR 30A
53.7
31.7
5.7
5.6
17
147.2
9.0
Plug
18
156.2
9
18.0
26
white
TR3000
D4-Green
141
PSR 30A
53.9
31.6
6.4
6.6
19
165.1
8.9
Plug
20
174.1
10
17.9
27
white/Blue
TR3000
D4-Green
133
PSR 30A
54.2
31.5
7.1
7.0
21
183.1
9.0
Plug
22
192.1
11
18.0
28
Blue
TR3000
D4-Green
122
PSR 30A
54.5
31.3
7.9
7.6
23
201.1
9.0
Plug
24
204.8
12.8
B.P.
205.4
Tower Number : 1
Span Length :204.4
�25
210.0
12
18.0
30
Dark Brown
TR3000
D4 - Green
115
PSR 30A
54.8
31.1
8.7
8.7
26
219.2
9.1
Plug
27
228.3
13
18.3
27
white/Blue
TR3000
D4-Green
124
PSR 30A
54.5
31.4
7.1
7.0
28
231.9
3.5
Plug
29
237.4
14
9.1
28
Blue
TR3000
D4-Green
128
PSR 30A
54.3
31.4
7.5
7.7
Default
Sprinkler Chart - 6/23/2005
1

Parent
Order
No 10419246
Dealer ED Bi1LI.ARD IRRIGATION
Sprinkler Order No
10425799
Cust Me r PAIL BROTHERS
Field Name
Valley Standard Pivot 8000 Machine Sprinkler
Chart
Cpl
Dist
Spk
Dist
Nozzle
Color Spk
Wear
Drop
Regulator
Line
Spk
Rqd
Act
No
From
No
Last
Size
Model
Pad
Length
PSI
PSI
GPM
GPM
Pivot
Spk
30
246,6
9.1
Plug
31
255.7
15
18.3
29
Blue/Dark Brown TR3000
D4-Green
137
PSR 30A
54.0
31.3
7.9
8.2
32
259.3
3.5
Plug
33
264.9
16
9.1
29
Blue/Dark Brown TR3000
D4-Green
141
PSR 30A
53.8
31.2
8.3
8.2
34
274.0
9.1
Plug
35
283.2
17
18.3
31
Dk Brown/Orange TR3000
D4-Green
150
PSR 30A
53.5
31.0
9.4
9.2
Sprinkler
---------------------------
9enninger Spray
F-=
36 286.7 18 3.5 10
287.7 Overhang
Sprinkler : Nelson Endgun
-------------------------
31 287.7 19 1.0 0.6
Turquoise Directional
Span Length : 82.3
Endgun Arc Settings: Forward Angle: 45 Reverse Angle: 85
NV100
53.4 53.4 5.5 5.1
53.4 52.4 74.3 75.0
176.4
Default Sprinkler Chart - 6/23/2005 2

Parent order No 10419246 Dealer ED BULLARD IRRIGATION Sprinkler Order No 10425799
Customer DAIL BROT11ER8
Field Name
Vallev Standard Pivot 8000 Percent Timer Data
Based on Inches Based on % Timer
Inches Per
Pivot
Hours Per
360 Degress^ In
% Timer
360 Degrees
0.048
100.0
1.3
0.50
9.7
13.4
0.60
8.1
16.0
0.70
6.9
18.8
0.80
6.1
21.3
0.90
5.4
24.1
Field Area
10.4 Acres Total
60Acres: Pivot 3600
4A Acres: EG On 100%
287.7 Ft. Machine Length
91.6 Ft. End Gun Radius
Flow
175 Gallons Per Minute
16.86 GPM/Acre
0.89In/Day App Rate
0.048 In. App Depth @ 100%
75.0 GPM End Gun
----------------------------------
Pivot
Inches Per
Hours Per
% Timer
360 Degress, In
360 Degrees
100.0
0.048
1.3
90.0
0.05
1.4
80.0
0.06
1.6
70.0
0.07
1.9
60.0
0.08
2.2
50.0
0.10
2.6
45.0
0.11
2.9
40.0
0.12
3.3
35.0
0.14
3.7
30.0
0.16
4.3
25.0
0.19
5.2
20.0
0.24
6.5
17.5
0.28
7.4
15.0
0.32
8.7
12.5
0.39
10.4
10.0
0.48
13.0
7.5
0.65
17.3
5.0
0.97
26.0
Pressure
r------------------------------------
55 PSI Pivot Pressure
Inlet Pressure
0.0 Ft. Highest Elevation I
i
0.0 Ft. Lowest Elevation
---------------------------------
LRDU Drive Train
68 RPM Center Drive @ 60 Hz freq. ;
�16.9 x 24 Maxi Float Tire
52:lWheel GS Ratio, LRDU Dist 205.4 Ft
i 1.3 Hrs/360 @ 100% ( 16.36 ) Ft/Min
Qi§claim
The information presented in the attached Percent Timer Report is based on variables which cannot be totally controlled by Valmont
(including, but not limited to; pivot pressure, inside pipeline surface, end gun throw, end gun arc setting, tire slippage, tire
pressure, field slopes, soil variations, sprinkler package installation, well capacity, center drive motor voltage, center drive motor
frequency, climatic conditions and other elements and circumstances beyond Valmont's reasonable control)
Valmont recommends monitoring the machine for at least one pass through field to obtain an accurate rotation time.
Percent Timer - 6/23/2005 Page 1

Nclw—vr dv1�j fool Inss\0fi01 I lIglaolp (:0)* Z)-343
Nutrient Management Plan For Animal Waste Utilization
This plan has been prepared for:
Turkey Hogs
Edward Dail
825 NC H,vy 24 East
Kenansville, AV 28349
910-296-1017
11-03-2010
This plan has been developed by:
Billy W Houston
182 Lester Houston Rd
Pink Hill, NC 28572
910- 289-6093
Developer Signature
Type of Plan: Nitrogen Only with Manure Only
Owner/Manager/Producer Agreement
l (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 the Required Specifications concerning animal
waste management that are included with this plan.
el_—e; /��; 7 - - - I I 1 1 /4110
Signature (owner) Date
Signature (mana2cr or producer) pate
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: Al /�'/ Mtn
t
Techni al Specialist Signature Date
868792 Database Version 3.1 Date Printed: 1 1-03-2010 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 4,538,592 gals/vear by a 4,896
animal Swine Finishing La-oon Liquid operation. "Phis production facility has waste
storage capacities of approximately 180 days.
Estimated Pounds of Plant Available Nitrogen Generated per Year
Broadcast
10453
Incorporated
17953
Injected
19771
Irrigated
11362
Max. Avail.
PAN (lbs) *
Actual PAN
Applied (Ibs)
PAN Surplus/
Deficit (lbs)
Actual Volume
Applied (Gallons)
Volume Surplus/
Deficit (Gallons)
Year 1
11,362
11830
-468
4,725,239
-186,647
Year
11362
13i15
-1,753
5,238,708
-700,116
--------------------------------------------------------------------------------
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 source.
868792 Database Version 3.1 Date Printed: 11-03-2010 Source Page Page I of I

Narrative
Plan revised to reflect change of owner status. GNI crop shows PAN reduction on both corn and
soybeans to allow for residule N.
868792 Database Version 3.1 Date Printed: 11-03-2010 Narrative Page Page I of 1

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
'rotal
Acres
Useable
Acres
Leaching
Index (1.1)
Soil Series
Crop Sequence
RYE
7984
l
7.07
7.07
NIA
Norfolk
Small Grain Cover
NIA
Com. Grain
115 bu.
Wheat, Grain
60 bu.
Soybeans, Manured, Double Crop
35 hu.
7984
2
21.20
21 20
NIA
Goldsboro
Small Grain Cover
NIA
Com, Grain
130 bu.
Wheat, Grain
65 bu.
Soybeans, Manured, Double Crop
38 bu.
8417
l
2.50
2.50
NIA
Norfolk
Small Grain Cover
NIA
Corn, Grain
115 bu.
Wheat, Grain
60 bu.
Soybeans, Manured. Double Crop
35 hu.
8417
2
2.55
2.55
NIA
Norfolk
Small Grain Cover
NIA
Corn, Grain
115 bu.
Wheat, Grain
60 bu.
Soybeans, Manured. Double Crop
35 bu.
8417
3
0.74
0.74
NIA
IRains
Small Grain Cover
NIA
Corn, Grain
125 bu.
Wheat, Grain
55 bu.
Soybeans, Manured, Double Crop
37 bu.
8417
4
2,96
2.96
NIA
Rains
Small Grain Cover
NIA
Corn, Grain
125 bu.
Wheat, Grain
55 bu.
Soybeans. Manured, Double Crop
37 bu.
8417
5
3.88
3.88
NIA
Goldsboro
Small Grain Cover
NIA
Com, Grain
130 bu.
Wheat. Grain
65 bu.
Soybeans. Manured. Double Crop
38 bu.
8417
6
5-70
5.70
NIA
Leon
Small Grain Cover
NIA
Corii, Grain
70 bu.
Wheat, Grain
35 bu.
Soybeans, Manured. Double Crop
22 bu.
868792 Database Version 3.1 Date Printed 1 1/3/2010
PCs Page Page 1 of2
NOTE: Svinbol * means user entered data.

Planned Crops Summary
Tract
Field
Total
Acres
Useable
Acres
Leaching
Index (LI)
Soil Series
Crop Sequence
RYE
8417
7
4.66
4.66
NIA
Leon
Small Grain Cover
NIA
Corn. Grain
70 bu.
Wheat, Grain
35 bu.
Soybeans, Manured, Double Crop
22 bu.
8417
PPl
9.01
9.01
NIA
Goldsboro
Small Grain Cover
NIA
Corn, Grain
130 bu.
Wheat, Grain
65 bu.
Soybeans, Manured, Double Crop
38 bu.
8417
PP2
7.64
7.64
NIA
Rains
Small Grain Cover
NIA
Corti, Grain `
125 bu.
Wheat, Grain
55 bu.
Soybeans, Manured. Double Crop
37 bu.
PLAN TOTALS: 67.91 67.91
�:.Potent(crl LeachtnS.,v.
Low potential to contribute to soluble
None
2
nutrient leaching below the root zone.
Moderate potential to contribute to soluble
Nutrient Management (590) should be planned.
>= 2 &
nutrient leaching below the root zone.
<= 10
{
High potential to contribute to soluble
Nutrient Management (590) should be planned. Other conservation practices that improve the soils
nutrient leaching below die root zone.
available water holding capacity and improve nutrient use efficiency should be considered.
> 10
Examples are Cover Crops (340) to scavenge nutrients. Sod -Based Rotations (328), Long -Term
No -Till (778), and edge -of -field practices such as Filter Strips (393) and Riparian Forest Buffers
(3()[).
868792 Database Version 3.1 Date Printed 11/3/2010
PCS Page Page 2 of 2
NOTE: Symbol * means user entered data.

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 plan adequately provides
for the utilization of the manure generated by the operation.
Waste Utilization Table
Year 1
'tract
Field
Source
ID
Soil Series
Total
Acres
Use.
Acres
Crop
RYE
Applic.
Period
Nitrogen
PA
Nutrient
Regd
(lbsrA)
Comm.
Fert
Nutrient
Applied
(lbslA)
Res
(IbslA)
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
1000
gal/A
Tons
1000 gals
tons
7984
1
S7
Nortblk
7.07
7.07
Small Grain Cover
NIA
9/1-3131
*30
0
0
Irrig.
13
5,03
0.00
35.58
0.00
7984
1
S7
Norfolk
7.07
7.07
Corn, Grain
115 bu.
2115-6/30
131
0
*30
Irrig.
101
40.34
0.0n
295.23
0.00
7984
1
S7
Norfolk
7.07
7.07
Wheat, Grain
60 bu.
911-4130
125
0
0
Irrig.
63
24.97
0,00
176.50
0.00
7984
2
S7
Goldsboro
21.20
21.20
Small Grain Cover
NIA
9/1-3131
*30
0
0
Irrig.
13
5.03
0.00
106.70
0.00
7984
2
57
Goldsboro
21.20
21.20
Corn, Grain
130 bu.
2115-6130
149
0
*30
Irrig.
118
47.13
0.00
999.24
0-00
7984
2
S7
Goldsboro
21.20
21.20
Wheat, Grain
65 bu.
9114130
136
0
0
Irrig.
68
27A6
0.00
575.83
0.00
8417
1
S7
Norfolk
2.50
2.50
Small Grain Cover
NIA
9Il -3131
*30
0
0
irrig.
13
5.03
0.00
12.58
0,00
8417
1
S7
Nortolk
2.50
2.50
Corn, Gram
115 bu.
2/15-6/30
131
0
*30
Inig.
101
40.34
0.00
100.86
0.00
8417
1
S7
Nortblk
2.50
2.50
Wheat, Grain
60 bu.
9/1-4130
125
0
0
Irrig.
63
24.97
0.001
62.41
0.00
8417
2
S7
Norfolk
2.55
2.55
Small Grain Cover
NIA
9/1-3/31
*30
0
0
Irrig.
13
5.03
0.00
12.83
0.00
8417
2
S7
Norfolk
2.55
2,55
Cain, Grain
l t5 bu,
2/15.6/30
131
0
*30
Irrig.
l01
40.34
0.00
102,88
0.00
8417
2
S7
Norfolk
2.55
2.55
Wheat, Grain
60 bo.
9/[-4130
125
0
0
Irrig.
63
24.97
0.00
63.66
0,00
8417
3
S7
Rains
0.74
0.74
Small Grain Cover
NIA
911-3131
*30
0
0
Irrig.
13
5.03
0.00
3.72
0.00
84 t 7
3
S7
Rains
0.74
0.74
Corri, Grain
125 bu.
211 5-6130
135
0
*30
Irrig.
105
4 1-94
0.00
31.04
0.00
8417
3
S7
Rains
0.74
0.74
Wheat, Grain
55 bu.
9/1-4/30
106
0
0
Irrig.
53
2t.17
0,00
15.67
0.00
8417
4
S7
Rains
2.9G
2.96
Sntall Grain Cover
NIA
9/1-3/31
*30
0
0
Irrig,
13
5-03
0.00
14.90
0.00
868792 Database Version 3.1 Date Printed: 1 1/3/2010 WUT Page Page l of 4

Waste Utilization -fable
Year
Tract
Field
Source
ID
Soil Series
Tulal
Ames
Use
Acres
Crop
RYF
Applic.
Period
Nitrogen
PA
Nutrient
Req'd
I,lbs)A)
Comm
Fert.
Nutnem
Applied
(ibslA)
Res
(Ibs/A)
Applic.
Method
Manure
PA
NutrientA
pplied
(IbslA)
Liquid
ManureA
pplied
{acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field}
Solid
Manure
Applied
(Field)
N
N
N
N
1000
gi l/A
Tons
1000 gals
tolls
8417
4
S7
Rains
2.96
2.9E
Corn, Grain
125 bu.
2/15-6/30
135
0
*30
brig.
105
41.94
0.00
124.15
000
8417
4
S7
Rains
2.96
2.96
Wheat, Grain
55 bu.
911-4/30
106
0
0
Irrig.
53
21.17
0-00
62.66
0.00
9417
5
S7
C oldsboro
3.98
3,89
Small Grain Cover
NIA
9/1-3/31
*30
0
0
[trig.
13
5.03
0,00
1.9.53
0.00
8417
5
S7
Goldsboro
3.88
3.88
Corn, Grain
130 bet.
2/15-6/30
148
0
*30
Irrig.
118
47.131
0.00
192.881
0.00
8417
5
S7
Goldsboro
3.88
3.88
Wheat, Grain
65 bit
9/1-4130
136
0
0
Irrig.
68
27.16
Q.00
105,39
0,00
9417
6
S7
I -eon
5.70
5.70
small Grain Cover
N/A
9/1-3131
*30
0
Q
Irrig.
13
5.03
0.00
28.69
0.00
8417
6
S7
Icon
5.70
5.70
Corn, Grain
70 bit.
211 5 -6/3 0
78
0
*30
Irrig.
48
19.17
0.00
109.29
0.00
8417
6
1>7
I -con
5.70
5 70
Whe:d, Crain
35 lrt1.
9/1-4130
70
0
0
Irrig.
35
13.98
000,
79.69
0.00
8417
7
S7
Leon
4.66
4.66
Small Grain Cover
N/A
911-3131
*30
0
0
Irrig.
13
5.03
0.00
23,45
0.00
8417
7
S7
Leon
4.66
4.6E
Corn, Grain
70 bu.
2115.6/30
78
0
*30
Irrig.
48
19.17
0,00
89.35
0,00
8417
7
S7
Lcon
4.66
4.66
Wheat, Grain
35 bu.
9/14130
70
0
0
Irrig.
35
13,98
0.00
65.15
0A0
9417
PPI
S7
Goldsboro
9.01
9.01
Small Grain Cover
NIA
9/1-3131
*30
0
0
Irrig,
13
5,03
0.00
45,35
0.00
8417
PPI
S7
Goldsboro
9.01
9.01
Corn, Grain
130 bu.
2/15-6/30
148
0
*30
Irrig.
118
47.13
0.00
424,68
0.00
8417
PPI
S7
Goldsboro
9.01
9.01
Wheat, Grain
65 bu.
9/14130
136
0
0
Irrig.
68
27.16
0.00
244.73
0.00
8417
PP2
S7
Rains
7.64
7.64
Small Grain Cover
N/A
911-3/31
*30
0
0
Irrig.
13
5.03
000
38.45
0.00
8417
1 P2
S7
Rains
7.64
7.64
Corn. Grain
125 bu.
2113-6/30
135
0
*30
Irrig.
105
41.94
0.00
320.43
0.00
8417
PP2
S7
Rains
7.04
7.64
Whem, Grain
55 bu.
9/1.4/30
116
11
0
1 Irrig.
53
21.17
0,00
161.74
0.00
'rotal Applied, 1000 gallons
4,725.24
.. ;, ,.
' j ili _-• ,;
-rotal Produced, 1000 gallons
8aiatrce, 1000 gallons
-186.65
rna7, y1 j4 F4.:
Total Applied, tuns
:ii#'•:,
0.00
Total P[IICIUCCf1, inns
11.'4,,t3�1Nf1�1}'ljlfl
Q,tIQ
Balance, cons
%L-4t1114(1s1!;3
0.00
Notes: 1. Its the IraCt enlulnn, -- sylnhol means leased, otherwise, awned. 2. Symbol * means user entered data.
868792 Database Version I I Date Printed: 11/3/2010
WUT Page Page 2 of 4

Waste Utilization Table
Year 2
Tract
Field
source
ID
Soil Series
Total
Acres
Use,
Acres
Crop
RYE
Applic.
Period
Nitrogen
PA
Nutrient
Req'd
(lbs+A)
Comrn.
Fert.
Nutrient
Applied
(lbs/A)
Res.
(lbslA)
Applic,
Method
Manure
PA
NntrienrA
pplied
(IbslA)
liquid
ManureA
ppiied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
N
N
N
N
1000
gal/A
Tons
1000 gals
tons
7984
1
S7
Norfolk
7.07
7.07
Small Grain Cover
NIA
9/1-3131
*30
0
*()
Irrig.
17
6.95
0,00
49.14
0.00
7984
1
S7
Norfolk
7.07
7.07
Wheat, Grain
60 bu.
911-4130
125
0
0
Irrig.
63
24.97
0.00
176.50
0.00
7984
1
S7
Norfolk
7.07
7.07
Soybeans, Manured, Double Crop
35 bu.
4/1-9115
137
0
*20
Irrig_
1 17
46.74
0.00
330 41
0.00
7984
2
S7
Goldsboro
21.20
21.20
Small Grain Cover
NIA
9/1-3131
*30
0
*0
Irrig-
17
6.95
0.00
147.35
0.00
7984
2
S7
Goldsboro
21.20
21.20
Wheat, Grain
65 bu.
9/1-4/30
136
0
0
Irrig,
68
27.16
0,00
575.83
0.00
7984
2
S7
Goldsboro
21.20
21.20
Soybeans, Manured, DoOle Crop
38 bu.
411-9/15
149
0
*20
Irrig,
129
51.53
0.00
1,092.39
0.00
8417
1
S7
Norfolk
2,50
2.50
Small Grain Cover
N/A
9/1-3131
*30
0
*0
Irrig.
17
6.95
0.00
17.38
0.00
8417
1
S7
Norfolk
2.50
2.50
Wheal, Grain
60 bu.
9/1-4/30
125
0
0
Irrig-
63
24.97
0.00
62.41
0.00
8417
1
S7
Nprlolk
2.50
2.50
Soybeans, Manured, Double Crop
35 bu.
4/1-9115
137
0
*20
Irrig.
1 17
46.74
0.00
1 16.84
0,00
8417
2
S7
Norfolk
2.55
2,55
Small Grain Cover
N/A
911.3I31
*30
0
*0
Irrig.
17
6,95
0.00
17,72
0.00
8417
2
S7
Norfolk
2.55
2.55
Wheat, Grain
60 bu.
9/1.4/30
125
0
0
Irrig.
63
24,97
0.001
63.66
0.00
8417
2
S7
Norfolk
2.55
2.55
Soybeans, Manured, Double Crop
35 bu.
4/1-9/15
137
0
*20
Irrig.
117
46.74
0.00
119.17
0.00
8417
3
S7
Rains
0.74
0.74
Smalt Grain Cover
NIA
9/1-3/31
*30
0
*0
Irrig,
17
6,95
0.00
5.14
0.00
8417
3
S7
Rains
0.74
0.74
Wheat, Grain
55bu.
9l1-4130
106
0
0
Irrig.
53
21,17
0.00
15.67
0.00
9417
3
S7
kains
0,74
0,74
Soybeans, Manured, Double Crop
37 bu.
4/1.9/15
143
0
*20
Irrig
123
R13
0.00
-16LI61
0.00
8417
4
S7
Rains
2.96
2.96
Small Grain Cover
NIA
9/1-3/31
*30
0
*0
Irrig
17
6.95
0,00
20.57
0.00
8417
4
S7
Rains
2.96
2.96
Wheat, Gtain
55 hu.
911-4/30
106
0
0
Irrig,
53
21.17
0,00
62.66
0.00
8417
4
S7
Rains
2.96
2.96
Soybeans, ,Manured, Double Crop
37 but.
411-9/15
143
0
*20
[rrig
123
49.13
0.00
145.43
0.00
8417
5
S7
GOdshoro
3.88
3.88
Small Grain Cover
NIA
9/1-3131
*30
0
*0
Irrig.
17
6-9i
0.00
26.97
0,00
8417
5
S7
(ioldsboro
3.88
3.89
Wheat, Grain
65 bu.
911-4130
136
0
0
Irrig.
68
27.16
0.00
105.39
0.00
9417
5
S7
Goldsboro
3.98
3.88
Soybeans, Manured, Double Crop
38 bu.
411-9/15
149
0
*20
Irrig
129
51.53
0,001
199,93
0.00
8417
6
S7
Leon
5.70
5.70
Small Grain Cover
N/A
9/1-3/31
*30
0
*0
Irrig
17
6.95
0,04
39,62
0.00
868792 Database Version 3.1 Date Printed: 11/3/2010 WUT Page Page 3 of

Waste Utititation Table
Year 2
Tract
Field
Source
SU
Soil Scnes
Tol'ul
Acres
Use
Acres
Glop
RYE
Apptic.
Period
Nitrogen
PA
Nutrient
Req'd
(lbs/A)
Comm.
Fert.
Nutrient
Applied
(lbs/A)
Res,
(lbVA)
Applic.
Method
Manure
PA
NurriemA
pplred
(ibs/A)
Liquid
ManureA
pplied
(acre)
Solid
Manure
Applied
(acie)
Liquid
Manure
Applied
(field)
Solid
Manure
Applied
(Ihcld)
N
N
N
N
lo00
gal/A
Tons
1000 gals
tons
8417
6
S7
Leon
5.70
5.70
Wheat. Grain
35 bu.
9/1-4/30
70
0
0
Irrig.
35
13.98
0.00
79.69
0.00
9417
6
S7
Lean
5.70
5.70
Soybeans, Manured, Ckxlble Ctop
22 b[1.
4/1.9/15
86
0
*70
brig.
60
26,36
0.00
150.27
0.00
8417
7
S7
Levan
4.66
•1.66
Small Grain Cover
N/A
911-3/31
*30
0
•0
Irrig.
17
6-95
0.00
32.39
000
8417
7
S7
Leon
4,66
4,66
Wheat, Grain
35 bu,
911-4/30
70
0
0
Irri,,.
35
13.98
0.0O
6i, I i
0.00
8417
7
S7
Leon
4.66
4.66
Soybeans, Manured, Donble Crup
22 bu.
4/1-9/1.5
86
0
*20
Irrig.
66
26.30
0.00
122.85
0.00
8417
PPi
S7
Goldsboro
9.01
9.01
Small Grain Cover
N/A
911-3/31
*30
0
*0
brig.
17
6-95
0.00
62.62
0,00
8417
PPI
S7
Goldsboro
9.01
9.01
Wheat, Grain
65 bu.
911-4/30
136
0
0
Irrig,
68
27 161
0.00
244.73
0.00
8417
PI11
S7
Goldsboro
9.01
9,01
Soybeans, M;mured, Double Crop
38 bu.
4/1-9/15
149
0
*20
Irrig,
129
51.53
0.00
I(r4.27
0.00
8417
PP2
S7
Rains
7.64
7.64
Small Grain Cover
NM
911-3/31
*30
0
"0
Irrig,
17
6.95
0.00
53 101
0.00
8417
PP2
S7
Rains
7.64
7,64
Wheat. Grain
55hu.
9/1-4/30
106
0
0
Inigq
53
2i.17
UUU
161,74
0.00
8417
PP2
S7
Rains
7.64
7.64
Soybeans, Manured, t)atlble Crop
37 bu.
4/1-9/15
143
0
*20
Irrig.
123
49 1 if
0.00
375.36
0.00
Total Applied, 1000 gallons
5,238.71
;:,bv
,Ls.t... .-r
Total Piuduced. 1000 8allons
11.538.59
ilkti�: b!E <
Balance, 1000 gallons
-700.12
1, !;iiak fi rr E=
l'utal Applied, tons
0.00
Total Produced, tons
,tl;;
0.00
Balance, tans
i;;-qi1'; ), 'r:;
0.00
Notes: I. ]n the tract Colurnrt, _ symbol means leased, otherwise. owned. 2. Symbol * means user entered data.
868792 Database Version 3.1 Date Printed: 1 1/3/2010 WL1T Page Page 4 of

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 runoff. 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 event.
Irrigation Application Factors
Tract
Field
Soil Series
Application Rate
(inches/hour)
Application Amount
(inches)
7984
1
Norfolk
0.50
i.0
7984
2
Goldsboro
0.50
1.0
8417
1
Norfolk
0.50
1.0
8417
2
Norfolk
0.50
1.0
8417
3
Rains
0.40
1.0
8417
4
Rains
0.40
1.0
8417
5
Goldsboro
0.50
1.0
8417
6
Leon
0.65
1.0
8417
7
Leon
0.65
1.0
8417 1
PPI
Goldsboro
0.50
1.0
8417
PP2
Rains
0.40
1.0
868792 Database Version 3.1 bate Printed 1 I/3/2010 1AF Page Page I of 1

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 effluent. 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 li niting. 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
lblac
Maximum Sludge
Application Rate
1000 gal/ac
Minimum Acres
5 Years Accumulation
Minimum Acres
10 Years Accumulation
Minimum Acres
15 Years Accumulation
Swine Feeder -Finish Lagoon Sludge - Standard
Corn 120 b0
150
13.16
61.33
122.76
194.14
Hay 6 ton R.Y.E.
300
26.32
30.69
61.38
92.07
Soybean 40 bu
160
14.04
57.54
115.08
172.63
----------------------------------------------------------------- --- - ------------ --
868792 Database Version 3.1 Date Printed: 1 1-03-2010 Sludge Page Page I of

The Available Waste Storage Capacity table provides an estimate of the number of days of storage capacity available
at the end or 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 which 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.
Available Waste Storage Capacity
Source Name
I Swine Feeder -Finish Lagoon Liquid
Design Storage Capacity (Days)
Start Date
9/1
180
Plan Year
Month
Available Storage Capacity (Days)
1
l
75
2
101
1
3
124
4
139
5
153
1
6
168
1
7
137
1
8
106
1
9
107
1
10
107
1
II
108
1
12
113
2
1
118
2
2
121
2
3
121
2
4
163
2
5
173
2
6
180
2
7
180
2
8
180
2
9
I80
2
10
158
2
11
137
2
12
116
* Available Storage Capacity is calculated as of the end of each month.
868792 Database Version 3.1 Dace Printed: 11-03-2010 Capacity Page Page 1 of 1

Required Specifications For Animal Waste Management
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, MRCS Field Office Technical Guide Standard
393 - Filter Strips).
5. Odors can be reduced by injecting the waste or by disking 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 ,vaste may be broadcast provided the
application does not occur during a season prone to flooding (see "Weather and
Climate in North Carolina" for guidance).
7. Liquid waste shall be applied at rates not to exceed the soil infiltration rate such
that runoff does not occur 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.
---- ----------------------------------------------------------------------`----
868792 Database Version 3.1 Date Printed: 1 lh/_010 Specification pace 1

8. 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. Waste/nutrient loading rates on
these soils should be held to a minimum and a suitable winter cover crop planted
to take up released nutrients. Waste shall not be applied more than 30 days prior
to planting of the crop or forages breaking dormancy.
11. Any new swine facility sited on or after. October 1, 1995 shall comply with the
following: The outer perimeter of the land area onto which waste is applied from
a lagoon that is a component of a swine farm shall be at least 50 feet from any
residential property boundary and 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.
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.
16. Domestic and industrial waste from washdown facilities, showers, toilets, sinks,
etc., shall not be discharged into the animal waste management system.
---------------------------------------------------------------------------------
868792 Database Version 3.1 Date Printed: 1 1 /3/2010 Specification Pale 2

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.
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.
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 m6nitored 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 five (5)
years.
23. Dead animals will be disposed of in a manner that meets North Carolina
regulations.
869792 Database Version 3.1 [date Printed: 11/3/2010 Specification Page 3

Crop Notes
The following crop note applies to field(s): 3, 4, PP2
Corn 1: CP, Mineral Soil, low -leachable
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
populations should 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, the recommended potassium and any additional phosphorus is normally broadcast at
planting. Plant samples can be analyzed during the growing season to monitor the overall nutrient status
of the corn. "Timely management of weeds and insects are essential for corn production.
The following crop note applies to field(s): 6, 7
Corn 1: CP, Mineral' Soil, low -leachable
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
Populations should 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 ibs/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 is dependent on soil type. When including a starter in the
fertilizer program, the recommended potassium and any additional phosphorus is normally broadcast at
planting. Plant samples can be analyzed during the growing season to monitor the overall nutrient status
of the corn. Timely management of weeds and insects are essential for corn production.
868792 Database Version 3.1 Date Printed: 11-03-2010 Crop Note Page Page 1 of 5

The following crop note applies to ficld(s): 2, S. PP
Corn I: C.P. Mineral Soil, low -leachable
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
populations should 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, the recommended potassium and any additional phosphorus is normally broadcast at
planting. Plant samples can be analyzed during the growing season to monitor the overall nutrient status
of the corn. Timely management of weeds and insects are essential for corn production.
The following crop note applies to field(s): 1, 2
Corn: C1', Nlineral Soil, medium leaching
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
populations should 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 Ibs/acre N and 20-30 lbs/acre phosphorus banded as a
starter and one-halfthe remaining N behind the planter. The rest of the N should be applied about 30-40
days after emergence. The total amotmt of N is dependent on soil type. When including a starter in the
fertilizer program, the recommended potassium and any additional phosphorus is normally broadcast at
planting. Plant samples can be analyzed during the growing season to monitor the overall nutrient status
of the corn. Timely managerent of weeds and insects are essential for corn production.
The following crop note applies to field(s): 3, 4, PP2
Wheat: Coastal Plain, Mineral Soil, low -leachable
In the Coastal Plain, wheat should be planted From October 20-November 25. Plant 22 seed/drill row foot
at 1-1 1 /2" deep 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. Adequate depth control when planting the wheat 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 retraining N
should be applied during the months of February -March. The total N is dependent on the soil type. Plant
samples can be analyzed during the growing season to monitor the nutrient status of the wheat. Timely
management of diseases, insects and weeds are essential for profitable wheat production.
868792 Database Version 3.1 Date Panted: 1 1-03-2010 Crop Note Page Page 2 of 5

The following crop note applies to field(s): 6, 7
Wheat: Coastal Plain, Mineral Soil, low -leachable
In the Coastal Plain, wheat should be planted from October 20-November 25. Plant 22 seed/drill row foot
at 1-1 1/2" deep 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. Adequate depth control when planting the wheat 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 lbslacre N at planting.
Phosphorus and potash recommended by a soil test can also be applied at this time. The remaining Ni
should be applied during the months of February- ivIarch. The total N is dependent on the soil type. Plant
samples can be analyzed during the growing season to monitor the nutrient status of the wheat. Timely
management of diseases, insects and weeds are essential for profitable wheat production.
The following crop note applies to field,(s): 2, 5, PP 1
Wheat: Coastal Plain, Mineral Soil, low -leachable
In the Coastal Plain, wheat should be planted from October 20-November 25. Plant 22 seedldrill row foot
at 1-1 1/2" deep 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. Adequate depth control when planting the wheat 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 lbslacre 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. The total N is dependent on the soil type. Plant
samples can be analyzed during the growing season to monitor the nutrient status of the wheat. Timely
management of diseases, insects and weeds are essential for profitable wheat production.
The following crop note applies to field(s): 1, 2
Wheat: Coastal Plain, Mineral Soil, medium leachable
In the Coastal Plain, wheat should be planted from October 20-November 25. Plant 22 seed/drill row foot
at 1-1 1/2" deep 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. Adequate depth control when planting the wheat 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 Ibs/acre N at planting.
Phosphorus and potash recommended by a soil test report can also be applied at this time. The remaining
N should be applied during the months of February -March. The total N is dependent on the soil type.
Plant samples can be analyzed during the growing season to monitor the nutrient status of the wheat.
Timely management of diseases, insects and weeds are essential for profitable wheat production.
868792 Database Version 3.1 Date Printed: I1-03-20 f0 Crop Note Page Page 3 of 5

The following crop note applies to field(s): 3, 4, PP2
Double -Crop Soybeans, Coastal Plain: Mineral Soil, low -leachable
Double -crop soybeans should be planted as early in June as possible with planting completed by July 4th.
When no -tilling soybeans in small grain straw, it is essential to manage the straw to achieve adequate
plant populations. 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.
Plant 2-4 seed/row foot for 7-8" drills; 4-6 seed/rovv foot for 15" rows; 6-8 seed/row foot for 30" rows
and 8-10 seed/row foot for 36" rows. Increase the seeding rate by at least 10% for no -till planting.
Seeding depth should be 1-1 1/2" and adequate depth control is essential. Phosphorus and potash
recommended for the soybeans can be applied to the wheat in the Fall. Soybeans produce their own
nitrogen and are normally grown without additions of nitrogen. I-lowever, applications of 20-30 lbs/acre
N are sometimes made at planting to promote early growth and vigor. Tissue samples can be analyzed
during the growing season to monitor the overall nutrient status of the soybeans. Timely management of
weeds and insects is essential for profitable double crop soybean production.
The following crop note applies to field(s): 6, 7
Double -Crop Soybeans, Coastal Plain: Mineral Soil, low -leachable
Double -crop soybeans should be planted as early in June as possible with planting completed by July 4th.
When no -tilling soybeans in small grain straw, it is essential to manage the straw to achieve adequate
plant populations. 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.
Plant 2-4 seed/row foot for 7-8" drills; 4-6 seed/row foot for 1 S" rows; 6-8 seed/row foot for 30" rows
and 8-10 seed/row foot for 36" rows. Increase the seeding rate by at least 10% for no -till planting.
Seeding depth should be 1-1 112" and adequate depth control is essential. Phosphorus and potash
recommended for the soybeans can be applied to the wheat in the Fall. Soybeans produce their own
nitrogen and are normally grown without additions of nitrogen. However, applications of 20-30 Ibslacre
N are sometimes made at planting to promote early growth and vigor. Tissue samples can be analyzed
during the growing season to monitor the overall nutrient status of the soybeans. Timely management of
weeds and insects is essential for profitable double crop soybean production.
868792 Database Version 3.1 Date Printed: 11-03-2010 Crop Note Page Page 4 of 5

The followine crop note applies to field(s): 2, 5, PP1
Double -Crop Soybeans, Coastal Plain: Mineral Soil, low -leachable
Double -crop soybeans should be planted as early in June as possible with planting completed by July 4th_
When no -tilling soybeans in small grain straw, it is essential to manage the straw to achieve adequate
plant populations. 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.
Plant 2-4 seed/row foot for 7-8" drills; 4-6 seed/row foot for 15" rows; 6-8 seed/row foot for 30" rows
and 8-10 seed/row foot for 36" rows. Increase the seeding rate by at least 10% for no -till planting.
Seeding depth should be 1-1 1/2" and adequate depth control is essential. Phosphorus and potash
recommended for the soybeans can be applied to the wheat in the I=all. Soybeans produce their own
nitrogen and are normally grown without additions of nitrogen. However, applications of 20-30 Ibs/acre
N are sometimes made at planting to promote early growth and vigor. Tissue samples can be analyzed
during the growing season to monitor the overall nutrient status of the soybeans. Timely management of
weeds and insects is essential for profitable double crop soybean production.
The following crop note applies to fieid(s): f, 2
Double -Crop Soybeans, Coastal Plain: Mineral soil, medium leachable
Double -crop soybeans should be planted as early in June as possible with planting completed by July 4th.
When no -tilling soybeans in small grain straw, it is essential to manage the straw to achieve adequate
plant populations. 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.
Plant 2-4 seed/row foot for 7-8" drills; 4-6 seed/row foot for 15" rows; 6-8 seed/row foot for 30" rows
and 8-10 seed/row foot for 36" rows. Increase the seeding rate by at least 10% for no -till planting.
Seeding depth should be 1-1 I/2" and adequate depth control is essential. Phosphorus and potash
recommended for the soybeans can be applied to the wheat in the Fall. Soybeans produce their own
nitrogen and are normally grown without additions of nitrogen. However, applications of 20-30 lbs/acre
N are sometimes made at planting to promote early growth and vigor. Tissue samples can be analyzed
during the growing season to monitor the overall nutrient status of the soybeans. Timely management of
weeds and insects is essential for profitable double crop soybean production.
The following crop note applies to field(s): 3, 4, PP2
Small Grain Cover Crop
The following crop note applies to field(s): 6, 7
Small Grain Cover Crop
The following crop note applies to field(s): 2, 5, PP
Small Grain Cover Crop
The following crop note applies to field(s): 1, 2
Small Grain Cover Crop
968792 Database Version 3.1 Daae Printed: 1 1-03-2010 Crop Note Page Page 5 of 5

G rower(s):
Farm Name:
I Farm
5toraoe
NUTRIENT UTILIZATION
Dail Brothers
Turkey Hogs
Farrow to Wean
Farrow to Feeder
Farrow to Finish
Wean to Feeder
Feeder to Finish 4896
Storage Period:
Application Method:
>180 days
Irrigation
.agoon
The waste from your animal facility must be land applied at a specified rate to prevent pollution
of surface water and/or groundwater. The plant nutrients in the animal waste should be used
to reduce the amount of commercial fertilizer required for the crops in the fields where the waste
is to be applied.
This waste utilization plan uses nitrogen as the limiting nutrient. Waste should be analyzed
before each application cycle. Annual soil tests are strongly encouraged so that all plant
nutrients can be balanced for realistic yields of the crop to be grown.
Several factors are important in implementing your waste utilization plan in order to maximize
the fertilizer value of the waste and to ensure that it is applied in an environmentally safe manner.
1. Always apply waste based on the needs of the crop to be grown and the nutrient
content of the waste. Do not apply more nitrogen than the crop can utilize.
2. Soil types are important as they have different infiltration rates, leaching potentials,
cation exchange capacities, and available water holding capacities.
3. Normally waste shall be applied to land eroding at less than 5 tons per acre per
year. Waste may be applied to land eroding at 5 or more tons per acre annually, but
less than 10 tons per acre per year providing that adequate filter strips are established.
4. Do not apply waste on saturated soils, when it is raining, or when the surface is frozen.
Either of these conditions may result in runoff to surface waters which is not allowed
under DWQ regulations.
5. Wind conditions should also be considered to avoid drift and downwind odor
problems.
6. To maximize the value of the nutrients for crop production and to reduce the potential
for pollution, the waste should be applied to a growing crop or applied not more than
30 days prior to planting a crop or forages breaking dormancy. Injecting the waste or
disking will conserve nutrients and reduce odor problems.
1 of 8

This plan is based on the waste application method shown above. If you choose to change
methods in the future, you need to revise this plan. Nutrient levels for different application
methods are not the same.
The estimated acres needed to apply the animal waste is based on typical nutrient content
for this type of facility_ In some cases you may want to have plant analysis made, which could
allow additional waste to be applied. Provisions shall be made for the area receiving waste to
be flexible so as to accommodate changing waste analysis content and crop type. Lime must
be applied to maintain pH in the optimum range for specific crop production.
This waste utilization plan, if carried out, meets the requirements for compliance with 15A NCAC
2H .0217 adopted by the Environmental Management Commission.
AMOUNT OF WASTE PRODUCED PER YEAR ( gallons, ff, tons, etc.):
Capacity Type Waste Produced per Animal Total
Farrow to Wean
3212 galtyr
galtyr
Farrow to Feeder
4015 gal/yr
galtyr
Farrow to Finish
10585 galtyr
gal/yr
Wean to Feeder
223 galtyr
galtyr
4896
Feeder to Finish
986 gal/yr
4.827,456 galtyr
Total 4,827,456 galtyr
AMOUNT OF PLANT AVAILABLE NITROGEN PRODUCED PER YEAR (lbs):
Capacity Type Nitrogen Produced per Animal Total
Farrow to Wean
5.4 Ibstyr
Ibstyr
Farrow to Feeder
6.5 Ibs/yr
Ibs/yr
Farrow to Finish
26 Ibs/yr
Ibs/yr
Wean to Feeder
0.48 Ibs/yr
lbs/yr
4896
Feeder to Finish
2.3 Ibs/yr
11,201 lbstyr
Total 11,261 Ibs/yr
Applying the above amount of waste is a big job. You should plan time and have appropriate
equipment to apply the waste in a timely manner.
LAND UTILIZATION SUMMARY
The following table describes the nutrient balance and land utilization rate for this facility
Note that the Nitrogen Balance for Crops indicates the ratio of the amount of nitrogen produced
on this facility to the amount of nitrogen that the crops under irrigation may uptake and utilize
in the normal growing season.
Total Irrigated Acreage: 67.91
Total N Required 1st Year. 18199.597
Total N Required 2nd Year: 9444.04
Average Annuai Nitrogen Requirement of Crops: 13,821.82
Total Nitrogen Produced by Farm: 11,260.80
Nitrogen Balance for Crops: (2,561.02)
The following table describes the specifications of the hydrants and Fields that contain the crops
designated for utilization of the nitrogen produced on this facility. This chart describes the size,
soil characteristics, and uptake rate for each crop in the specified crop rotation schedule for this
IV_, facility.
2 of 8

TIT;. Unit
��
�■�
�
��
��
r
��
��
�■
■■■�
�■�
�
�
�■�
■■�
��
r■■
■■ram
�
�
�■�■■
�
�
��
�■■■
■��
�
��
�
��
��
■ram
�■�
�
�
�■�
��
�■�
��
■■�
�
�
�■■■�
�
�
�
��
�■■■
�■■
�
�
�■�
�■■
■■ram
�
�
�
�
�
�
��
a(a) or 8

This plan does not include commercial fertilizer. The farm should produce adequate plant
available nitrogen to satisfy the requirements of the crops listed above.
The applicator is cautioned that P and K may be over applied while meeting the N requirements.
In the future, regulations may require farmers in some parts of North Carolina to have a nutrient
management plan that addresses all nutrients. This plan only addresses nitrogen.
In interplanted fields ( i.e. small grain, etc, interseeded in bermuda), forage must be removed
through grazing, hay, and/or silage. Where grazing, plants should be grazed when they
reach a height of six to nine inches. Cattle should be removed when plants are grazed to a
height of four inches. In fields where small grain, etc, is to be removed for hay or silage, care
should be exercised not to let small grain reach maturity, especially We in the season (i.e.
April or May). Shading may result if small grain gets too high and this will definately interfere
with stand of bermudagrass. This loss of stand will result in reduced yields and less nitrogen
being utilized. Rather than cutting small grain for hay or silage just before heading as is
the normal situation, you are encouraged to cut the small grain earlier. You may want to
consider harvesting hay or silage two to three times during the season, depending on the
time small grain is planted in the fall.
The ideal time to interplant small grain, etc, is late September or early October. Drilling is
recommended over broadcasting. Bermudagrass should be grazed or cut to a height of
about two inches before drilling for best results.
CROP CODE LEGEND
Crop Code Crop
Lbs N utilized / unit yield
A
Barley
1.6 lbs N / bushel
B
Hybrid Bermudagrass - Grazed
50 lbs: N / ton
C
Hybrid Bermudagrass - Hay
50 lbs N / ton
D
Com - Grain
1.25 lbs N / bushel
E
Corn - Silage
12 lbs N / ton
F
Cotton
0.12 lbs N / lbs lint
G
Fescue- Grazed
50 lbs N / ton
H
Fescue - Hay
50 lbs N / ton
I
Oats
1.3 lbs N / bushel
J
Rye
2.4 Ibs N / bushel
K
Small Grain - Grazed
50 lbs N / acre
L
Small Grain - Hay
50 lbs N / acre
M
Grain Sorghum
2.5 lbs N / cwt
N
Wheat
2.4 lbs N / bushel
O
Soybean
4.0 lbs N / bushel
P
Pine Trees
40 lbs N / acre / yr
Acres shown in the preceding table are considered to be the usable acres excluding
required buffers, filter strips along ditches, odd areas unable to be irrigated, and perimeter areas
not receiving full application rates due to equipment limitations. Actual total acres in the fields
listed may, and most likely will be, more than the acres shown in the tables.
See attached map showing the fields to be used for the utilization of animal waste.
d MR

SLUDGE APPLICATION:
The following table describes the annual nitrogen accumulation rate per animal
in the lagoon sludge
Farm Specifications PA /animat Farm Total/yr
Farrow to Wean 0.84
Farrow to Feeder 1
Farrow to Finish 4.1
Wean to Feeder 0.072
4896 Feeder to Finish 0.36 1762.56
The waste utilization plan must contain provisions for periodic land application of sludge at
agronomic rates. The sludge will be nutrient rich and will require precautionary measures to
prevent over application of nutrients or other elements. Your production facility will produce
approximately 1762.56 pounds of plant available nitrogen per year will accumulate in the lagoon
sludge based on the rates of accumulation listed above.
If you remove the sludge every 5 years, you will have approximately 8812.8 pounds of plant
available nitrogen to utilize. Assuming you apply this PAN to hybrid bermuda grass hayland at the
rate of 300 pounds of nitrogen per acre, you will need 29 acreas of land. If you apply the sludge
to corn at a rate of 125 pounds per acre, you will need 70.5024 acres of land. Please note that these
are only estimates of the PAN produced and the land required to utilize that PAN. Actual values
may only be determined by sampling the sludge for plant available nitrogen content prior to application
Actual utilization rates will vary with soil type, crop, and realistic yield expectations for the specific
application fields designated for sludge application at time of removal.
APPLICATION OF WASTE BY IRRIGATION:
The irrigation application rate should not exceed the intake rate of the soil at the time of irrigation
such that runoff or ponding occurs. This rate is limited by initial soil moisture content, soil
structure, soil texture, water droplet size, and organic solids. The application amount should not
exceed the available water holding capacity of the soil at the time of irrigation nor should the
plant available nitrogen applied exceed the nitrogen needs of the crop,
If surface irrigation is the method of land application for this plan, it is the responsibility of the
producer and irrigation designer to ensure that an irrigation system is installed to properly
irrigate the acres shown in the preceding table. Failure to apply the recommended rates and
amounts of nitrogen shown in the tables may make this plan invalid.
'This is the maximum application amount allowed for the soil assuming the amount
of nitrogen allowed for the crop is not over applied. In many situations, the application
amount shown cannot be applied because of the nitrogen limitation. The maximum
application amount shown can be applied under optimum soil conditions.
Your facility is designed for >180 days of temporary storage and the temporary storage must
be removed on the average of once every 6 months. In no instance should the volume of the
waste stored in your structure be within the 25 year 24 hour storm storage or one foot of
freeboard except in the event of the 25 year 24 hour storm.
It is the responsibility of the producer and waste applicator to ensure that the spreader equipment
is operated properly to apply the correct rates to the acres shown in the tables. Failure to apply
the recommended rates and amounts of nitrogen shown in the tables may make this plan invalid.
Call your technical specialist after you receive the waste analysis report for assistance in
determining the amount of waste per acre and the proper application prior to applying the waste.
5 of 8

ication Rate Guide
The following is provided as a guide for establishing application rates and amounts.
Soil
Application Rate
Application Amount
Tract
Hydrant
Type
Crop
inlhr
* inches
8417
1
NoA
D
0.5
1
8417
2
NoA
D
0.5
1
8417
3
Ra
D
0.4
1
8417
4
Ra
D
0.4
1
8417
5
GoA
D
0.4
1
8417
6
Ln
D
0.5
1
8417
7
Ln
D
0.5
1
8417
PP1
GoA
D
0.4
1
8417
PP2
Ra
D
0.4
1
7984
1
NoAB
D
0.5
1
7984
2
GoA
D
0.4
1
6of8

r'
Additional Comments:
Acreage shown reflect wetted acreage for pulls 1-7 and PP182. Acreage
shown for leased land reflects available land minus buffers using an aerway
application system.
For leased land, T7984, SB515 setbacks apply. For this design, they _
include a 75' buffer from residential property lines, 75' from public ROW,
200' from occupied dwelli2q, and 100' from wells.
Producer will follow a comlwheattsoybean rotation on the land shown.
7 of 8

NUTRIENT UTILIZATION PLAN CERTIFICATION
Name of Farm: Turkey Hogs
Owner: Dail Brothers
Manager:
Owner/Manager Agreement:
llwe understand and will follow and implement the specifications and the operation and
maintenance procedures established in the approved animal waste nutrient management
plan for the farm named above. Uwe know that any expansion to the existing design capacity
of the waste treatment and/or storage system, or construction of new facilities, will require a
new nutrient management plan and a new certification to be submitted to DWQ before the new
animals are stocked.
Ilwe understand that I must own or have access to equipment, primarily irrigation equipment,
to land apply the animal waste described in this nutrient management plan. This equipment
must be available at the appropriate pumping time such that no discharge occurs from the lagoon
in the event of a 25 year 24 hour storm. I also certify that the waste will be applied on the land
according to this plan at the appropriate times and at rates which produce no runoff.
This plan will be filed on site at the farm office and at the office of the local Soil and Water
Conservation District and will be available for review by NCDWQ upon request.
Name of Facility Owner: Dail Brothers
Signature:
Date
Name of Manager (if different from owner):
Signature:
Date
Name of Technical Specialist: _ Kraig Westerbeek
Affiliation: Private
Address: 1635 W. Wards Bridge Rd.
Signature:
8of8

s
Grower(s):
Farm Name:
NUTRIENT UTILIZATION PLAN
Dail Brothers
Turkey Hogs
county. Sampson
Farm Capaci :
Farrow to Wean
Farrow to Feeder
Farrow to Finish
Wean to Feeder
Feeder to Finish 4896
Storage Structure:
Storage Period:
Application Method:
Anaerobic Lagoon
>180 days
Irrigation
The waste from your animal facility must be land applied at a specified rate to prevent pollution
of surface water and/or groundwater. The plant nutrients in the animal waste should be used
to reduce the amount of commercial fertilizer required for the crops in the fields where the waste
is to be applied.
This waste utilization plan uses nitrogen as the limiting nutrient. Waste should be analyzed
before each application cycle. Annual soil tests are strongly encouraged so that all plant
nutrients can be balanced for realistic yields of the crop to be grown.
Several factors are important in implementing your waste utilization plan in order to maximize
the fertilizer value of the waste and to ensure that it is applied in an environmentally safe manner:
1. Always apply waste based on the needs of the crop to be grown and the nutrient
content of the waste. Do not apply more nitrogen than the crop can utilize.
2. Soil types are important as they have different infiltration rates, leaching potentials,
cation exchange capacities, and available water holding capacities.
3. Normally waste shall be applied to land eroding at less than 5 tons per acre per
year. Waste may be applied to land eroding at 5 or more tons per acre annually, but
less than 10 tons per acre per year providing that adequate filter strips are established.
4. Do not apply waste on saturated soils, when it is raining, or when the surface is frozen.
Either of these conditions may result in runoff to surface waters which is not allowed
under DWQ regulations.
5. Wind conditions should also be considered to avoid drift and downwind odor
problems.
6. To maximize the value of the nutrients for crop production and to reduce the potential
for pollution, the waste should be applied to a growing crop or applied not more than
30 days prior to planting a crop or forages breaking dormancy. Injecting the waste or
disking will conserve nutrients and reduce odor problems.
1 of 8

60, This plan is based on the waste application method shown above. If you choose to change
methods in the future, you need to revise this plan. Nutrient levels for different application
methods are not the same.
The estimated acres needed to apply the animal waste is based on typical nutrient content
for this type of facility. In some cases you may want to have plant analysis made, which could
allow addifional waste to be applied. Provisions shall be made for the area receiving waste to
be flexible so as to accommodate changing waste analysis content and crop type_ Lime must
be applied to maintain pH in the optimum range for specific crop production.
This waste utilization plan, if carried out, meets the requirements for compliance with 15A NCAC
2H .0217 adopted by the Environmental Management Commission,
AMOUNT OF WASTE PRODUCED PER YEAR ( gallons, ft', tons, etc.):
Capacity T Waste Produced per Animal Total
Farrow to Wean
3212 gaVyr
gaVyr
Farrow to Feeder
4015 gal/yr
galtyr
Farrow to Finish
10585 gaVyr
gal/yr
Wean to Feeder
223 gaVyr
galtyr
4896
Feeder to Finish
986 gal/yr
4.827,456 gaVyr
Total 4,827,456 gallyr
AMOUNT OF PLANT AVAILABLE NITROGEN PRODUCED PER YEAR (lbs):
Capacity T Nitrogen Produced per Animal Total
Farrow to Wean
5.4 lbs/yr
lbs/yr
Farrow to Feeder
6.5 lbs/yr
lbs/yr
Farrow to Finish
26 lbs/yr
lbs/yr
Wean to Feeder
0.48 lbs/yr
lbs/yr
4896
Feeder to Finish
2.3 lbs/yr
11.261 lbs/yr
Total 11,261 lbs/yr
Applying the above amount of waste is a big job. You should plan time and have appropriate
equipment to apply the waste in a timely manner.
LAND UTILIZATION SUMMARY
The following table describes the nutrient balance and land utilization rate for this facility
Note that the Nitrogen Balance for Crops indicates the ratio of the amount of nitrogen produced
on this facility to the amount of nitrogen that the crops under irrigation may uptake and utilize
in the normal growing season.
Total Irrigated Acreage: 64.35
Total N Required 1st Year: 17201.9065
Total N Required 2nd Year: 8945.64
Average Annual Nitrogen Requirement of Crops: 13,073.77
Total Nitrogen Produced by Farm: 11,260.80
Nitrogen Balance for Crops: (1,812.97)
The following table describes the specifications of the hydrants and fields that contain the crops
designated for utilization of the nitrogen produced on this facility. This chart describes the size,
soil characteristics, and uptake rate for each crop in the specified crop rotation schedule for this
facility.
2of8

�V✓
This plan does not include commercial fertilizer. The farm should produce adequate plant
available nitrogen to satisfy the requirements of the crops listed above.
The applicator is cautioned that P and K may be over applied while meeting the N requirements.
in the future, regulations may require farmers in some parts of North Carolina to have a nutrient
management plan that addresses all nutrients. This plan only addresses nitrogen.
In interplanted fields ( i.e. small grain, etc, interseeded in bermuda), forage must be removed
through grazing, hay, and/or silage. Where grazing, plants should be grazed when they
reach a height of six to nine inches. Cattle should be removed when plants are grazed to a
height of four inches. In fields where small grain, etc, is to be removed for hay or silage, care
should be exercised not to let small grain reach maturity, especially late in the season (i.e.
April or May). Shading may result if small grain gets too high and this will defnately interfere
with stand of bermudagrass. This loss of stand will result in reduced yields and less nitrogen
being utilized. Rather than cutting small grain for hay or silage just before heading as is
the normal situation, you are encouraged to cut the small grain earlier. You may want to
consider harvesting hay or silage two to three times during the season, depending on the
time small grain is planted in the fall.
The ideal time to interplant small grain, etc, is late September or early October. Drilling is
recommended over broadcasting. Bermudagrass should be grazed or out to a height of
about two inches before drilling for best results.
CROP CODE LEGEND
Crop Code Crop
A Barley
B Hybrid Bermudagrass - Grazed
C Hybrid Bermudagrass - Hay
D Corn - Grain
E Com - Silage
F Cotton
G Fescue - Grazed
H Fescue- Hay
I Oats
J Rye
K Small Grain - Grazed
L Small Grain - Hay
M Grain Sorghum
N Wheat
O Soybean
P Pine Trees
Lbs N utilized / unit yield
1.6 lbs N 1 bushel
50 lbs N / ton
50 lbs N / ton
1.25 lbs N / bushel
12 lbs N I ton
0.12 lbs N / lbs lint
50 lbs N / ton
50 lbs N / ton
1.3 lbs N 1 bushel
2.4 lbs N / bushel
50 lbs N / acre
50 lbs N / acre
2.5 lbs N / cwt
2.4 lbs N 1 bushel
4.0 lbs N 1 bushel
40 lbs N 1 acre I yr
Acres shown in the preceding table are considered to be the usable acres excluding
required buffers, filter strips along ditches, odd areas unable to be irrigated, and perimeter areas
not receiving full application rates due to equipment limitations. Actual total acres in the fields
listed may, and most likely will be, more than the acres shown in the tables.
See attached map showing the fields to be used for the utilization of animal waste.
4 of 6

SLUDGE APPLICATION:
The following table describes the annual nitrogen accumulation rate per animal
in the lagoon sludge
Farm Specifications PAN
/animal Farm Total!
Farrow to Wean
0.84
Farrow to Feeder
1
Farrow to Finish
4A
Wean to Feeder
0.072
4896 Feeder to Finish
0.36 1762.56
The waste utilization plan must contain provisions for periodic land application of sludge at
agronomic rates. The sludge will be nutrient rich and will require precautionary measures to
prevent over application of nutrients or other elements. Your production facility will produce
approximately 1762.56 pounds of plant available nitrogen per year will accumulate in the lagoon
sludge based on the rates of accumulation listed above.
If you remove the sludge every 5 years, you will have approximately 8812.8 pounds of plant
available nitrogen to utilize. Assuming you apply this PAN to hybrid bermuda grass hayland at the
rate of 300 pounds of nitrogen per acre, you will need 29 acreas of land. If you apply the sludge
to corn at a rate of 125 pounds per acre, you will need 70.5024 acres of land. Please note that these
are only estimates of the PAN produced and the land required to utilize that PAN. Actual values
may only be determined by sampling the sludge for plant available nitrogen content prior to application
Actual utilization rates will vary with soil type, crop, and realistic yield expectations for the specific
application fields designated for sludge application at time of removal.
APPLICATION OF WASTE BY IRRIGATION:
The irrigation application rate should not exceed the intake rate of the soil at the time of irrigation
such that runoff or ponding occurs. This rate is limited by initial soil moisture content, soil
structure, soil texture, water droplet size, and organic solids. The application amount should not
exceed the available water holding capacity of the soil at the time of irrigation nor should the
plant available nitrogen applied exceed the nitrogen needs of the crop.
If surface irrigation is the method of land application for this plan, it is the responsibility of the
producer and irrigation designer to ensure that an irrigation system is installed to properly
irrigate the acres shown in the preceding table. Failure to apply the recommended rates and
amounts of nitrogen shown in the tables may make this plan invalid.
'This is the maximum application amount allowed for the soil assuming the amount
of nitrogen allowed for the crop is not over applied. In many situations, the application
amount shown cannot be applied because of the nitrogen limitation. The maximum
application amount shown can be applied under optimum soil conditions.
Your facility is designed for >180 days of temporary storage and the temporary storage must
be removed on the average of once every 6 months. In no instance should the volume of the
waste stored in your structure be within the 25 year 24 hour storm storage or one foot of
freeboard except in the event of the 25 year 24 hour storm.
It is the responsibility of the producer and waste applicator to ensure that the spreader equipment
is operated properly to apply the correct rates to the acres shown in the tables. Failure to apply
the recommended rates and amounts of nitrogen shown in the tables may make this plan invalid.
Call your technical specialist after you receive the waste analysis report for assistance in
y determining the amount of waste per acre and the proper application prior to applying the waste.
5of8

lication Rate Guide
The following is provided as a guide for establishing application rates and amounts.
Soil
Application Rate
Application Amount
Tract
Hydrant
Type
Crop
inlhr
inches
8417
1
NoA
D
0.5
1
8417
2
NoA
D
0.5
1
8417
3
Ra
D
0.4
1
8417
4
Ra
D
0.4
1
8417
5
GoA
D
0.4
1
8417
6
Ln
D
0.5
1
8417
7
Ln
D
0.5
1
8417
PP1
GoA
D
0.4
1
8417
PP2
Ra
D
0.4
1
7984
1
NOA/B
D
0.5
1
7984
2
GoA
D
0.4
1
6of8

Additional Comments:
Acreage shown reflect wetted acreage for pulls 1-7 and PP 1 &2. Acreage _
shown for [eased land reflects available land minus buffers using an aerway
application systern for field 1. Field 2 reflects acreage for lls 8-12.
For leased land, T7984, SB515 setbacks apply. For this design, they
include a 75' buffer from residential property lines, 75' from public ROW,
200' from occupied dwelling, and 100' from wells.
Producer will follow a conn/wheat/soybean rotation on the land shown.
It

NUTRIENT UTILIZATION PLAN CERTIFICATION
Name of Farm: Turkey Hogs
i Owner: Dail Brothers
r"
Manager:
Owner/Manager Agreement:
Uwe understand and will follow and implement the specifications and the operation and
maintenance procedures established in the approved animal waste nutrient management
plan for the farm named above. I/we know that any expansion to the existing design capacity
of the waste treatment and/or storage system, or construction of new facilities, will require a
new nutrient management plan and a new certification to be submitted to DWQ before the new
animals are stocked.
Ilwe understand that I must own or have access to equipment, primarily irrigation equipment,
to land apply the animal waste described in this nutrient management plan. This equipment
must be available at the appropriate pumping time such that no discharge occurs from the lagoon
in the event of a 25 year 24 hour storm. I also certify that the waste will be applied on the land
according to this plan at the appropriate times and at rates which produce no runoff.
This plan will be filed on site at the farm office and at the office of the local Soil and Water
Conservation District and will be available for review by NCDWQ upon request.
Name of Facility Owner: Dail Brothers
20,
—
Signature: /" �� L'
Date
Name of Manager (if different from owner):
Signature:
Date
Name of Technical Specialist: Kraig Westerbeek
Affiliation: Private
Address: 1635 W. Wards Bridge Rd. _
Wareaw Mr! 9R3QR
Signature:

4 two
,r'i
1�yk
60.1
i
Y•
hr i` u
hl L
M�
050

laecemoer i, z-uuo
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
Edward Dail
Dail Brothers -Turkey Hog Farm
825 NC 24 E
Kenansville, NC 28349
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Namml Resources
Subject: Application for Renewal of Coverage for Expiring NPDES General Permit
Dear Permittee:.
Alan W. Klimek, P.E. Director
Division of Water Quality
RECEIVED
DEC 0 S 2006
ON - FAYEIiEYl1LE FMMI. OFFICE
Your facility is currently approved for operation under one of the Animal Waste Operation NPDES General Permits, which expire on
July 1, 2007. Due to changes in federal rules, facilities that do not discharge nor propose to discharge may choose whether or not to
retain coverage under an NPDES General Permit. Copies of the draft animal waste operation NPDES general permits and the State
Non -Discharge General Permits are available at ht!p://h2o.enr.state.nc.us/gps/afou/downloads.htm or by writing or calling:
NCDENR — DWQ Animal Feeding Operations Unit
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Telephone number. [phone]
In order to assure your continued coverage under one of these two types of general permits, you must submit an application for permit
coverage to the Division. Enclosed you will find a `Re4uest for Certificate of Coverage Facility Currently Covered by an Expiring
_NPDES General Permit.' The aimlication form must be completed and returned by January 2. 2007, Please note —you must include
two 2 copies of your most recent Waste Utilization Plan with the gpphcation 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 ofNCGS 143-215.1 and could
result in assessments of civil penalties of up to S25,000 per day.
If you have any questions about the draft general permits, the enclosed application, or any related matter please feel free to contact the
Animal Feeding Operations Unit staff at 919-733-3221.
Sincerely,
C
Ted L. Bush, Jr., Chief
Aquifer Protection Section
Enclosures
cc (w/o enclosures): Sampson County Soil and Water Conservation District
Fayetteville Regional Office, Aquifer Protection Section
AFO Unit Central Files - 820303
Premium Standard Farms Of North Carolina Inc
Aquifer Protection Section 1636 Mail Service Center
Internet: www.ncwaterqualitv.org Location: 2728 Capital Boulevard
An Equal OpportunitylAlfirmative Action Employer— 50% Retydedl100h Post Consumer Paper
Raleigh. NC 27699-1636 Telephone:
Raleigh, NC 27604 Fax 1:
Fax 2:
Customer Service:
N_o �`` ln,Carolina
(019),Naturday
[phone]
[phone]
[phone]/l/` }
I
.A

`.bpb22 06 '12:23p Black Raver Farm �' S 22899
I
� i 1
3 4
i
{
•! I i i� �
y I x
4f �7
4
' I
jA
it
I
i W E
i {J
j
- f f
IY,
i
I
I

�Sqep 22 06112:24p BlaC k F
IGi�:�tl�lti-7
Fa
Operator.,
County.==
Date:====
Dist.to nearest residence ot I I
SOWS (farrow to finish):== --
sows (farrow to feeder)- ede
head (finishing only): -----
sows (farrow to wean)­===�'
head (wean to f eede r):--=--
Ave. Live Weight for othie�r opt
Storage volume for sludge1!aCflC!1
Treatment Volume (min.'
A
25! Year - 24 Hour Rainfafl F(in,
Rainfall in excess of eva Po
1
Drainage area of buildin 11a IC'
Volume of wash water allons,
Temporary 'Storage perioddp' 0
(
F reeboard y
Side slopes (inside lagoon6r:Ud"!
Irtside.top length (ft.):===
Inside top width (fL):--­-'.
Too of dike elevation
_!_ j
Bottom of lagoon elevation MY
Seasonal high water table(SHIA
Total requiredVoIume:====;=
Actual design volume. L
Stop Pumping el.(> or = to
(>or=to
Required minimum treatment vj
Volume at stop pumping eld� I atj
Start Pumping elev.:=­====z
1 .1
Volume at start pumlnd ele.�`
, .1 1 -ito
Aci�ij volume lesi'25yr-24hir ral
NOTE: Verity that temp. tit
storage
eq volume to be Pum'F*d_
aAciWi
ua'l volume'to'be pumpe
C A Fre,9'4
[t k
ver Farm 322898 i P.1
T!
4
�S. L-4] j .
S
am ion 7
than owner):
00 ft.
2U8,
itions(lbs.)=>
ft.).=>
it r
1!0
.0
.0
(Sq- ft.)=>
eJev.(ft.):=>
4670119
cu','fti 1F
51.0499
cu".'ft.
44.0- fLSHWT)>
44.0 ft.mio
Tie: 330480
cu., ft.1
330979
cu' ft.
.48
464945
cti!'ftY
472582
adequate
c1ft
>
8'
111622
cu,111n.,
1
133966
cuj:ft.,J1
I
RIII
/—,z -, � _. -&- /
EMIM
"i

Turkey Hogs, LLC is now under new ownership. Edward and Henry Dail
are the new owners of the farm as of April 14, 2005. A Change of Ownership will be
done and submitted to Raleigh. A new Operator in Charge form will also be
submitted to Raleigh.
A full NUP revision is currently being completed to show all aerway fields. I will
submit a copy to you (FRO) within a couple of days (1 had to go back to farm and re -
measure some of the fields). I will also attach the Aerway IRR-2 forms once
balanced and completed.
Thank You,
Greer Moore
[phone]

"Mar 16 05 11:49a
0
Black River Farm
111010)t, S
a
5322898 P.1
3D�

'Mar 16 05 11:50a Black River Farm
5322898
p. z
PLAN OF ACTION (PoA) FOR HIGH FREEBOARD AT ANIMAL. FACILITIES
FIVE (6) DAY DRAW DOWN PERIOD
1. TOTAL VOLUME TO BE LAND APPLIED PER WASTE STRUCTURE
1, Structure Name/Identifier (ID): Turkey Hogs, LLC (1)
2_ Current liquid volume in structural freeboard
a. current liquid level according to marker
b_ designed structural freeboard zone
(Normally 12 inches or greater)
c. Iine b - line a (inches within structural freeboard) =
d_ top of dike surface area according to design
(area at below structural freeboard elevation)
e, line d12 x line d x 7.48 gailonse
3. Projected volume of waste liquid produced during draw down period
10.0 inches
12.0 inches
2.0 inches
65000 f?
81033 gallons
f. temporary storage period according to structural design 180 days
g. volume of waste produced according to structural design 80705 fe
h_ current herd # 1 2448 certified herd #1 4896
actual waste produced = current herd # x line g =
certified herd #
i. volume of wash water according to structural design
j. excess rainfall over evaporation according to design
k_ (lines h + i + j) x 7.48 x 5 days/line f =
4_ Total volume of waste to be land applied during 5 day draw down
1. total volume to be land applied line e + line k =
40353 fe
i
01
37916.7 f
16263 gallons
97296 gallons
REPEAT SECTION 1 FOR EACH WASTE STRUCTURE ON SITE WITH A LIQUID LEVEL WITHIN
THE STRUCTURAL FREEBOARD ELEVATIONS. (Click on the next Structure tab shown below)
PoA (5 Day) 2121 /00

'Mar 16 05 11:50a Black River Farm
5322898
P - 3
PLAN OF ACTION (POA) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
FIVE (5) DAY DRAW DOWN PERIOD
1, TOTAL VOLUME TO BE LAND APPLIED PER WASTE STRUCTURE
1. Structure Name/ldentifier (ID)_ Turkey Hogs, LLC 2
2_ Current liquid volume in structural freeboard
a. current liquid level according to marker
b_ designed structural freeboard zone 12.0 inches
(Normally 12 inches or greater)
c. line b - line a (inches within structural freeboard) = 2.0 inches
d_ top of dike surface area according to design
(area at below structural freeboard elevation) 67500 ff
e, line c/12 x line d x 7.48 gallons/it3 8.4150 gallons
3. Projected volume of waste liquid produced during draw down period
f. temporary storage period according to structural design 180 days
g. volume of waste produced according to structural design 807.05 fe
h_ current herd # 11$3 certified herd #1 4596
actual waste produced = current herd_# x line g = 192 ft
certified herd #
i_ volume of wash water according to structural design L� Off
j. excess rainfall over evaporation according to design 39375 fe
k. (lines h + i + j) x 7.48 x 5 daystline f = 8221 gallons
4. Total volume of waste to be land applied during 5 day draw down
1, total volume to be land applied line e + line k = 92371 gallons
REPEAT SECTION 1 FOR EACH WASTE STRUCTURE ON SITE WITH A LIQUID LEVEL WITHIN
THE STRUCTURAL FREEBOARD ELEVATIONS. (Click on the next Structure tab shown below) .
PoA (5 Day) 2/21 /00

%Mar 113 05 11:50a Black River Farm 5322999 p.4
11. TOTAL VOLUME OF WASTE STORED WITHIN STRUCTURAL FREEBOARD ELEVATIONS
FOR ALL WASTE STRUCTURES FOR FACILITY
1-
structure ID: Turkey !-logs. LLC 1
line 1 =
97296 gallons
2,
structure ID: Turkey Hogs, LLC (2)
line 1 =
92371 gallons
3.
structure ID:
line I =;guns
4.
structure ID:
line I -
gallons
6.
structure ID=
line I m.
-gallons
S.
structure 1p;
line I =
gallons
n_ lines1+2+3+4+5+6=
o. line n / 27154 =
189667 gallons
6.98 acre4nches
Ill. TOTAL ACRES AVAILABLE TO RECEIVE WASTE DURING 5 DAY DRAW DOWN PERIOD' -
'While this section deals with hydraulic loading capacities, applications cannot exceed
agronomic rate for receiving crop according to its certified waste plan.
ZFields with no remaining PAN balance, no receiving crop, and/or cornplctcly sraturatcd arc
not considered available to receive waste.
P. VaM 9
q. field ; F
r. soil type
S. crop
L acne
u. ramaining
IRR-2 PAN
balance
(Iwatxe�
v. maximum
application rate
(inRhr)
w. muxKnum
application
amount (inches)
9471
1
Ra
wheat
4.21
71.45
0.35
.5-1
8471
2
Ra
wheat
4.d5
18.65
0.35
.5-1
84711
3
Ra
wheat
4.971
8.47
0.35
.5-1
8471
4
NoA
wheat
429
26.92
0.4
.5-1
6471
5
N CA
wheat
2.03
76.34
0 4
_5-1
8471
6
NoA
com
2.41
283.65
0.4
.5-1
8471
7
GoA
com
4.63
136.25
0,4
.5-1
8471
8
GvA
wheat
4.01
68.21
0.4
_5-1
8471
8
GoA
wheat
2.35
73.511
0.4
.5-1
8471
10
GEIA
com
5.05
688.06
0.4
_5-1
8471
11
GOA
com
4-02
547.72
0_4
.5-1
8471
12
GOA
com
1-83
135.25
0.4
.5-1
BA71
13
WOA 1corn
5-70
598.5
O.d
5-1
8471
1d
WoA 1wrin
4.23
444.15
0.41
5-1
x. msal acres available during 5 day draw down (sum of column t) = 54.18 acre
IV. FACILITYS������P��DA OVERALL HYDRAULIC LOAD TO BE LAND APPLIED PER ACRE
Pousa ( Day) 22ink o - 0.13 I>ncMes per acre to be apptled whnin 5 Clays
POA (5 Day) 2/21/00

,Mar 16 05 11:51a Black River Farm 5322898 P•1
line x
If unable to land apply hydraulic load [fisted in line y, list course of action here including pump
and haul, depopulation, herd reduction, etc. For pump & haul and herd reduction options,
recalculate new hydraulic load based on new information.
Aer ay applications plan to be made, however if further rain continues the only possible option between land
owner and DWQ may be to depopulate current herd, It is important to monitor field conditions continually
throughout the aenuay process and be very aware of weather forecast throughout the days ahead. Owner and
technical specialist would like to work very close with DWQ in this matter and appreciate any and all z>upportive
assistance in this matter.
Plan to land anoly hvdraulic load:
1. Describe moisture conditions of fields? (e.g. Is there water standing in field; does irrigation
equipment mar down infield;-tr'athcability' across soils; will sails absorb application without runott, etc.
Moisture condition are fair, however fields will become extremely saturated if rain continues throughout the
week (week March 14th 2005)_ Soils will absorb light aerway applications at this time and only current field areas
(pulls) are trafficable at this time. Aeway application have not begun at this time, however aerway crews have
come in and assessed fields condition (3/15105) by riding around the fields on 4-wheeler. If aerway applications
begin this week the crew will continue to monitor field conditions by 4-wheeler during the application process and
be aware of weather forecast. _
2_ Date and amount of last rainfall event?
DATE: 03/16/04 AMOUNT: Icurrently inches
Contract crew did come in late afternoon on 3115105 as was going to begin making a pull or two with hard hose
traveler on pulls try enough to withstand moisture. Again, closely monitoring the process by way of 4-wheeler.
4. Given optimum soil and weather conditions, is irrigation equipment capable of applying the volume in
line "n" at appropriate seasonal 6.e_ winter) aoolication rates within 5 days?
Conditions will strongly depend on weather forecast and soil type$ throughout the irrigation fields. Some fields
will be able to with stand higher application rates than others. However there should not be a higher application
rate than .35 on Rains soil type (pulls 1-3) and application rate should not exceed 0.4 in/hr on pulls 4-14. (GOA,
NoA, WoA)
5. Irrigation schedule for next 5 days - include daily schedule; proposed application rates and amounts
per irrigation event; changes made in gun sizes, nozzles, "U' rings, operating time, travel speed, etc. to
meet proa cnan e5 in application rates and amounts; and any other information for consideration.'
Weather forecast does appear to show rain moving out over the weekend and weather improving over -weekend_
Aerway applications will be begin as conditions become favorable and stay favorable_ Hydraulic overloading
caution will be used when applying by aerway system_
PoA (5 Day) 2/21/00

03/18/2005 12:19 9105903092 SAMPSON SOIL CONSERV PAGE 01
G — 0—? v-7
SAMPSON COUNIYSam.Ason County Sail & Water
S 0 L & WAT E, R Conservation laistrici
84 County Complex Road
Clinton, Noilh Carolina 28328
• A [phone] Ext. z
FAX
M00FIL I3►wowdill
TOlany Adtxlfl
FAX:
PHONE:
RE:%4VOL.,
Comments:
FROM : re!/ M&w!
DATE:
PAGES: & ;Vw 9"
30 !De> Ar

• 03/18/2005 12:19 9105903092 SAMPSON SOIL CONSERV PAGE 02
PLAN OF ACTION(Poa) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
Facility Number 82-303
County_ Sampson
Facility Name, Turkey Hogs LLC
Certified Operator Name: Claris Williams Operator Number:
1. Current liquid level(s) in inches as measured from the current liquid level in the lagoon to the
lowest point on the top of the dam for lagoons without spillways; and from the current liquid level
in the lagoon to the bottom of the spit" for lagoons with spillways.
Lagoon 1 lagoon 2 Lagoon 3 Lagoon 4 Lagoon 5
Lagoon Nwe/ID: 17 17
Spillway(Y or N);
Level(inches):
2. Check all applicable items
Liquid level is within the designed structural freeboard elevations of one or more structures.
Five and 30 day Plans of Action are attached- Hydraulic and agronomic balances are
within acceptable ranges.
X Liquid level is within the 25 year 24 hour storm elevations for one or more structures. A
30 day Plan of Action is attached. Agrnnornic balance Is within acceptable range -
Waste is to be pumped and hauled to off site locations- Volume and PAN content of waste
to be pumped and hauled is reflected in section III tables. Included within this plan is a list
of the proposed sites with related fadlKy numbers, number of acres and receiving crop
information. Conrad and secure approval from the DWO prior to transfer of waste to a site
not covered in the facility's CAWLIR
Operation will be partially or fully depopulated -
'Attach a complete schedule with corresponding animal units and dates fro depopulation
'If animals ate to be moved to another permitted facility, provide facility number, lagoon
freeboard levels and herd population for the receiving facility
3_ Earliest possible date to begin land application of waste: !VV9pon everd started on 3/15/05
Airway application to begin as soon as conditions
I hereby certify VW I to revfawed the information listed above and included wtthln die
attachad Plan of Action, and to the best of my knowledge and ability, the information is
accuraia and carract..
Ae r201_4 I � � Phone: 1"/19 %yr?
Facif Own anger (print)
Date: 3 --/ 4 0�
Facility OwneriManager (signature)
r
D4jkW4,

03/1B/2B05 12:19 9105903092 SAMPSON SOIL CONSERV PAGE 03
PLAN OF ACTION (PoA) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
30 DAY DRAW DOWN PERIOD
1. TOTAL PAN TO BE [AND APPLIED PER WASTE STRUCTURE
1. Structure Name/Identifier (ID): TH #1
2_ Current liquid volume in 25 yr./24 hr. storm storage & structural freeboard
a_ current liquid level according to marker 17.0 inches
b. designed 25 yr_/24 hr. storm $ structural freeboard 19.0 inches
c. line b - line a (inches in red zone) = 2.0 inches
d_ top of dike surface area according to design
(area at below structural freeboard elevation) 07500 i
e. line c/12 x line d x 7.48 gallonsiV 84150 gallons
3_ Projected volume of waste liquid produced during draw down period
f. temporary storage period according to structural design 180 days
g. volume of waste produced according to structural design 807t75 fts
h. current herd # 3611 certified herd #1 4896
actual waste produced = current herd # x line g =
certified herd #
1. volume of wash water according to structural design
j, excess rainfall over evaporation according to design
k_ (lines h + i + j) x 7.48 x 30 daysAine f=
4. Total PAN to be land applied during draw down period
I. current waste analysis dated I 2/14i1005
m. ((lines e + k)/1000) x line I =
REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE.
(Click on the next Stmeturs tab shown below)
59523 ft
®fj3
37916.7 I
121475 gallons
1.70 1bs/1000 gal.
349.6 lbs. PAN
z
PoA (30 Day) 2/21/00

03/18/2005 12:19 9105963092 SAMPSON SOIL CONSERV PACE 04
PLAN OF ACTION (POA) FOR HIGH FREEBOARD AT ANIIMAL FACILITIES
30 DAY DRAW DOWN PERIOD
L TOTAL PAN TO BE LAND APPLIED PER WASTE STRUCTURE
I. Structure Name/ldentifier (ID): I Turkey Hogs, LLC
2_ Cun�ent liquid volume in 25 yr./24 hr_ storm storage & structural freeboard
a. current liquid level according to marker 17,0 inches
b. designed 25 yr.124 hr. storm & structural freeboard 19.0 inches
c_ line b - line a (inches in red zone) = 2.0 inches
d. top of dike surface area according to design
(area at belong structural freeboard elevation) 65000 fe
e. line c/12 x line d x 7.48 gallonsIlf 81033 gallons
3. Projected volume of waste liquid produced during draw down period
f. temporary storage period according to structural design 180 days
g. volume of waste produced according to structural design 80705 ft3
h. current herd* 3fi11 certified herd 91 4896
actual waste produced = current herd # x line g =
certified herd #
i. volume of wash water according to structural design
j. excess rainfall over evaporation according to design
k. (lines h + i + j) x 7.48 x 30 days/line f=
4. Total PAN to be land applied during draw down period
I_ current waste analysis dated 1 2/10/2005
rn_ ((fines e + k)/1000) x line I =
REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE.
(Click on the next Structure tab shown below)
59523 ft'
®fe
39375 fe
123293 gallons
1.70 las/1000 gal.
347A Its. PAN
PoA (30 Day) 2121100

03/18/2005 12:19 9105903092 SAMPSON SOIL CONSERV PAGE 05
x. Crop's rernalning PAN balance (line v from section III) = 13673.1 lb. PAN
y. Overall PAN balance (w - x) _ -12976 Ib, PAN
Line y must show as a deficit. If line y does not show as a deficit, list course of action here including pump and
haul, depopulation, herd reduction, etc. For pump & haul and herd reduction options, recalculate new PAN
based on new information. If new fields are to be included as an option for lowering lagoon level, add these
fields to the PAN balance table and recalculate the overall PAN balance. If animal waste is to be hauled to
another permitted facility, provide information regarding the herd population and lagoon freeboard levels at the
Aerway application to fields to begin as soon as conditions allow. Great caution will be used
aerway system. Hydraulic loading to fields will be monitored at all times by way of 4-wheeler.
Pc,A (3R days 2I2VpP

03/18/2005 12:19 9105903092 SAMPSON SOIL CONSERV PAGE 06
11. TOTAL POUNDS OF PAN STORED WITHIN STRUCTURAL FREEBOARD ANDlOR 25 YRJ24
HR. STORIU STORAGE ELEVATIONS IN ALL WASTE STRUCTURES FOR FACILITY
1.
Structure ID:
TH,LLC
-1
2.
Structure ID:
TH, LLG
2
3. Structure ID:
4. Structure ID:
5. Structure ID:
S. Structure ID:
line m =
349.6 lb i✓;,;;
line m =
347.4 lb PAN
line m =
lb PAN
line m =
lb PAN
line m = lb PAN
line m = lb PAN
n.lines I+2+3+4+5+6= 696.9lbPAN
Ill. TOTAL PAN BALANCE REMAINING FOR AVAILABLE CROPS DURING 30 DAY DRAW DOWN
PERIOD. DO NOT LIST FIELDS TO WHICH PAN CANNOT BE APPLIED DURING THIS 30 DAY PERIOD.
o. tract
p. field #
q. crop
r. acres
a. remaining IRR
2 PAN balance
(hJacm)
t TOTAL PAN
BALANCE FOR
FIELD (M&)
column r x s
u, applkstion window'
8471
1
Wheat
4.21
71.45
300.8
Sept -April
8471
2
Wheat
4.45
18.65
83.0
Se :-." -'ll
8471
3
Wheat
4.97
8.47
42.1
Sept -April
8471
4
Wheat
4,29
26.92
115.5
Se t- ril
8471
5
Wheat
2.03
76.34
155.0
Se rii
8471
6
Com
2,41
283.65
663.6
March -June
8471
7
Cam
4.63
136.25
630.8
March -June
8471
8
Wheat
4.01
88.21
273.5
Set ril
8471
9
Wheat
2.35
73.51
172.7
SeptApril
8471
10
Gam
5-06
688.06
3474.7
March -June
8471
11
Com
4.02
547.72
2201.8
March�June
8471
12
Com
1.83
136.25
249.3
March -June
8471
13
Com
5.70
698.50
3411.5
March -June
8471
14
Com
4.23
444.15
1878.8
MamfWune
State current crop ending application date or next crop application beginning date for available
receiving crops during 30 day draw dorm period-
v. Total PAN available for all fields (sum of column tj
IV. FACILITY'S PoA OVERALL PAN BALANCE
w. Total PAN to be land applied (line n from section 11) =
13673.1 Ib. PAN
696-9 lb. PAN
PoA (30 Day) 2121/00

Sheet5
IRRIGATION SYSTEM DESIGNER
Name: Kraig Westerbeek
Company: Private
Address: 1635 W. Wards Bridge Rd. Warsaw, NC 28398
Phone: [phone] d
Required Documentation
The following details of design and materials must accompany all irrigation designs:
I. A scale drawing of the proposed irrigation system which includes hydrant locations, pipelines, thrust block locations and buffer areas where applicable.
2. Assumptions and computations for determining total dynamic head and horsepower requirements.
3. Computations used to determine all mainline and lateral pipe sizes.
4. Sources andlor calculations used for determining application rates.
5. Computations used to determine the size of thrust blocks and illustrations of all thrust block configurations required in the system
6. Manufacturer's specifications for the irrigation pump, traveler and sprinkler(s).
7. Manufacturer's specifications for the irrigation pipe and/or USDA-NRCS standard for IRRIGATION WATER CONVEYANCE.
8. The information required by this form are the minimum requirements. It is the responsibility of the designer to consider all relevant factors at a particular site and
address them as appropriate.
9. Irrigation pipes should not be installed in lagoon or storage pond embankments without the approval of the designer.
NOTE: A buffer strip of 25' or wider must be maintained between the limits of the irrigation system and all
perennial streams and surface waters per NC Statutes.

Sheet6
Narrative of Irrigation System Operation
This system is designed to replace the use of above ground irrigation piping on this farm. For this
reason, wetted acres were determined through the use of existing system charts. Producer should use
the specified nozzle and pressure to make all pulls. Caution should be taken to irrigate only during times
when the soil moisture is at field capacity or less. By using 6" piping, producer may operate 2 reels on
this farm without a substantial difference in operating pressure capability based on the pump curve for
the pump used.
Some of the soils in this application area are wet natured, therefore, timing applications properly is
critical to the operation of this system.

Acreage calculations
Pull No. Width length Start
1
235
575
2
200
750
3
221.5
830
4
235
630
5
255
195
6
235
298
7
235
652
8
235
538
9
220
245
10
235
731
11
200
655
12
145
368
13
235
850
14
175
850
Stop Total Acres
0.61
0.5
421
13.64
0.56
0.45
4.45
0.5
0.25
4.97
0.63
0.26
4.29
6.32
0.63
0.26
2.03
0.305
0.5
2.41
7.04
0.61
0.5
4.63
0.61
0.5
4.01
6.36
0.61
0.5
2.35
0.61
0.5
5.05
10.90
0.56
0.45
4.02
0.305
0.3
1.83
0.61
0.5
5.70
9.93
0.32
0.5
4.23

Sheet?
CALCULATIONS
Sprinkler Specifications
Sprinkler Type: Nelson
150
Nozzle Size:
1.08 inches
Sprinkler Pressure:
60 psi
Flowrate(GPM):
182 gpm
Wetted Diameter:
300 feet
Lane Spacings
Desired Spacing (%):
70 %
Design Spacing(feet):
210 *PVC irrigation pipe normally comes in 20' pieces,
so round to the nearest multiple of 20.
Actual Spacing (feet):
200 feet
Actual Spacing (%):
67 %
Apelication Rate
Application Rate =(96.3xFlowrate)/(3.1415x(.9xradius)squared)
Design App. Rate =
0.31 in/hr
300 degree arc =
0.37 in/hr
220 degree arc =
0.50 in/hr
180 degree arc =
0.61 in/hr
Traveller Speed
Travel speed = 1.605 x Flowrate / Desired application amount x Lane Spacing
Desired app. (in.) =
0.5 inches
300 degree arc =
2.92 ft/min
220 degree arc =
3.51 fVmin
180 degree arc =
5.84 ft/min
Mainline Velocity
Velocity = .408 x Flowrate / pipe diameter squared feet/sec.**
**For buried pipelines, velocity
should be below 5 feet per second
Pipe size:
6 inches
Velocity=
2.06 ft/sec.
Page 8

Sheet?
Maximum Mainline Friction Loss
Most distant hydrant: 13
Total distance: 2130 feet
Friction Loss is figured using HazenlWilliam's Equation
Friction Loss= 0.24 feet/100 feet
Max. Mainline Loss = 5.2 feet or 2.2 psi
Total Dvnamic Head
Sprinkler Pressure:
60 psi
Loss through traveller:
35 psi
Elevation head:
0 psi
Mainline loss:
2.2 psi
Suction head and lift:
2.2 psi
5% fitting loss:
5.0 psi
TOTAL(TDH) =
104.4 psi or
Horsepower Required
Horsepower = Flowrate x TDH(feet) / 3960 / Pump effeciency
Pump Description: Berkeley B3J
Pump Efficiency: 55 %
Horsepower Required: 20.2 Hp
Thrust Blocking
Thrust Block Area = Thrust / Soil Bearing Strength
Thrust:
4200 feet
Soil Bearing Strength:
1200 feet
End Cap:
3.5 ft2
90 degree elbow:
4.9 ft2
Tee:
2.5 ft2
45 degree elbow:
2.7 ft2
Pipe Pressure Rating Check
Pressure Rating of Pipe to be Used: 200 psi
Max. Pressure on system when running: 104.4 psi
70% of Pressure Rating: 140 psi
241.2 feet
If Max. Pressure on system is less than 70% of Pressure Rating, OK
Net Positive Suction Head Check
Page 9

Sheet?
NPSHA: 21.5
NPSHR: 6 'from pump curve
If NPSHA>NPSHR OK
Page 10

FORM FRBD-1
Waste Structure Freeboard and Daily Precipitation Record
Farm Owner L•f
Operator
Facility Number 1
Date
(Mnildd%)
"Waste Structure
Freeboard inches
'Precipitation
(inches)
Initials
# I
# Y
#
#
#
#
6
3-- ' .-o
3-.3 c5
7
3. S
17
l
.. s
S
15' S
i. S
S
�t
1. Lagoon freeboard is the difference between the lowest point of a lagoon embankment and the level of liquid.
For lagoons with spillways, the difference between the level of liquid and the bottom of the spillway should be recorded.
2. Freeboard plus available storage capacity must be recorded at least weekly.
3. Rainfall must be recorded for every rain event. 3/14/03

s
FORM FRBD-1 k►'�.+;t i.- rk_4�i.
Waste Structure Freeboard and Daily Precipitation Record
Farm Owner [t! I S , IILLv Facility Number 3 %- -30
Operator �,' I v1�- � I tt I aVA
Date
(mm/ddlyy)
"Waste Structure
Freeboard inches
'Precipitation
(inches)
Initials
n
#'-#
#
h
',#
..�.
L,
� i
v'v
f
1
5
-7
2
Z Z
�1
!
Z3
P
C)
0
1. Lagoon freeboard is the difference between the lowest point of a lagoon embankment and the level of liquid.
For lagoons with spillways, the difference between the level of liquid and the bottom of the spillway should be recorded.
2. Freeboard plus available storage capacity must be recorded at least weekly.
3. Rainfall must be recorded for every rain event. 3/14/03
f
rN
n
1

FORM Faso-1
Farm Owner
Operator
Waste Structure Freeboard and Daily Precipitation Record
Facility NumberF ---- 1-1
Date
(mrn/dd/yy)
—Waste Structure
Freeboard (inches )
'Precipitation
(inches)
Initials
#
#
#
#
Tl
--7
C7
1. Lagoon freeboard is the difference between the lowest point of a lagoon embankment and the level of liquid.
For lagoons with spillways, the difference between the level of liquid and the bottom of the spillway should be recorded.
Freeboard plus available storage capacity must be recorded at least weekly.
3. Rainfall must be recorded for every rain event. 3/14/03

FORM FRBD-1
Waste Structure Freeboard and Daily Precipitation Record
Farm Owner Facility Number
Operator
Date
(mm/dd/yy)
"Waste Structure
Freeboard (inches)
'Precipitation
(inches)
Initials
#
#
#
#
#
#
t4
ti
C
. i.
1 ..
.L
r
S � l
�
�•
1- Lagoon freeboard is the difference between the lowest point of a lagoon embankment and the level of liquid.
For lagoons with spillways, the difference between the level of liquid and the bottom of the spillway should be recorded-
2. Freeboard plus available storage capacity must be recorded at least weekly.
3. Rainfall must be recorded for every rain event.
3/14/03

FORM FRBD-1
Farm Owner
Operator
Waste Structure Freeboard and Daily Precipitation Record
Facility Numberl
Date
(-rrvdcvyy)
—Waste Structure
Freeboard (inches}
'Precipitation
(inches)
Initials
#
#
#
#
#
#
`-N
C)
t 6t- L
7%.
L
"
J
A
t
1. Lagoon freeboard is the difference between the lowest point of a lagoon embankment and the level of liquid.
For lagoons with spillways, the difference between the level of liquid and the bottom of the spillway should be recorded.
2. Freeboard plus available storage capacity must be recorded at least weekly.
3. Rainfall must be recorded for every rain event-
,3/14/03

FORMA FRSD-1
Farm Owner
Operator
Waste Structure Freeboard and Daily Precipitation Record
Facility Number I -
Date
(mmldd/yy)
"Waste Structure
Freeboard inches
`Precipitation
(inches)
initials
n
#
#
#
#
#
L
.C�
I TV
X"X I
i, r
"t i J
Lagoon freeboard is the difference between the lowest point of a lagoon embankment and the level of liquid_
For lagoons with spillways, the difference between the level of liquid and the bottom of the spillway should be recorded.
2_ Freeboard plus available storage capacity must be recorded at least weekly.
3. Rainfall must be recorded for every rain event. 3/14/03

FORM FRBD-1
Farm Owner
Operator
Waste Structure Freeboard and Daily Precipitation Record
Facility !Numberl
Date
(mnVddlyy)
—Waste Structure
Freeboard (inches )
'Precipitation
(inches)
Initials
#
#
#
#
C�
47)
C-7
7z,--
-7: sz
r
1. Lagoon freeboard is the difference between the lowest point of a lagoon embankment and the level of liquid.
For lagoons with spillways, the difference between the level of liquid and the bottom of the spillway should be recorded.
2. Freeboard plus available storage capacity must be recorded at least weekly.
3. Rainfall must be recorded for every rain event.
3114103

FORM FRBD-1
Farm Owner
Operator
Waste Structure Freeboard and Daily Precipitation Record
Facility Number -
Date
(mmladlYY)
—Waste Structure
Freeboard inches
'Precipitation
(inches)
Initials
#
# :;
4
#
#
#
Chi•_ _irt k��
�C
—),
►C��L'
U
ii
i ter-
�rl1�w
<77
1. i
C-)
1. Lagoon freeboard is the difference between the lowest point of a lagoon embankment and the level of liquid.
For lagoons with spillways, the difference between the level of liquid and the bottom of the spillway should be recorded.
2_ Freeboard plus available storage capacity must be recorded at least weekly.
3. Rainfall must be recorded for every rain event_
3/14/03

FORM FRBD-1
Waste Structure Freeboard and Daily Precipitation Record
Farm Owner [ rl I"- Z -- -1 1 > Facility Number e, -
Operator ol%\A , ,
Date
(m rn/dd/yy)
"Waste Structure
Freeboard (inches )
'Precipitation
(inches)
Initials
4, 1
#
#
#
C7-)
C-1
7
7)
--Lill
1. Lagoon freeboard is the difference between the lowest point of a lagoon embankment and the level of liquid.
For lagoons with spillways, the difference between the level of liquid and the bottom of the spillway should be recorded.
2. Freeboard plus available storage capacity must be recorded at least weekly.
3. Rainfall must be recorded for every rain event.
3/14/03

FORM FRB❑-1
Waste Structure Freeboard and Daily Precipitation Record
Farm Owner �1 f ,f r' s Facility Number -
Operator
Date
(mmldd/yy)
"Waste
Structure
Freeboard (inches)
'Precipitation
(inches)
Initials
# ;
# � _
#
#
#
#
zz
-7
-A
L�
k..-
i
{ `'r
t. lagoon freeboard is the difference between the lowest point of a lagoon embankment and the level of liquid.
For lagoons with spillways, the difference between the level of liquid and the bottom of the spillway should be recorded.
2. Freeboard plus available storage capacitymust be recorded at least weekly.
3_ Rainfall must be recorded for every rain event.
3l14103

Form IRR-1
Lagoon Liquid Irrigation Fields Record
For Recording Irrigation Events on Different Fields
Facility Number
Farm Owner k(� H-cc -
Operator F /,, 4 Yi
i Tract &
Field #
I Date
(m nVddtyr)
Crop
Type
I Reid Ste
(acres l-.
I abon Time
# Sprinklers
Operabrig
Operator
Initials
*Weather
Code
—Inspections
(initials)
Start Time
End Time
Total Minutes
CY. LA 5
C,
3Q,
C,
Weather Codes: C-Clear, PC Partly Cloudy, =Ioudy, R-Rain, S-Snow/Sleet W-Windy
— Persons completing the irrigation inspections must initial to signify that inspections were completed at least every 120 minutes.
Note: If conditions beyond the permittee's control have caused noncompliance with the CAWMP or permit e)oaln on reverse.

Form IRR-1
Lagoon Liquid irrigation Fields Record
For Recording Irrigation Events on Different Fields
Farm Owner t.tv, t.. -L CL Facility Number
Operator s; Y" _l��'+" t Ct f n 5
Tract &
Field #
Date
MM )
Crop
T
Field Size
acres
I ton Time
# prirr-) IOperator
0 ratf lilt
Initials
'Weather
Code
"Inspections
initials
Start Time
End Time
Total Minutes
Cr
`1
_3Cs
J ' �l
1
')CCU
I.S
{
t
Weather Codes: C-Clear, PC_Partly Cloudy, Cl-Cloudy, R-Raln, S-Snow/Sleet, W-Windy
Persons completing the Irrigation inspections must Initial to signify that inspections were completed at least every 120 minutes.
Note: if conditions beyond the permittee's control have caused noncompliance with the CAWMP or permit explain on reverse.

Form IRR-1 Lagoon Liquid Irrigation Fields Record
For Recording Irrigation Events on Different Fields
Farm Owner i L "( �. ! l I S L �� Facility Number
Operator ITi 11 0", l 4 ti Cat 1
Tract &
Field #
Date
mnV
Crop
T
Field Size
acres
I lion Time
#Sonklm
O` s{rab
Operator
Initials
'Weather
Code
"Inspections
initials
Start Time
End Time
Total Minutes
LLI'�tt�f�
.�• �.�.�
1 •y�
�S ;jL)
I C-: �
.� ��i
�
�
�1�
�r
is , z,�l
L �
mot, -
1:-3
LA : ��
l C:
;l
I C - 3. Li
G;liCc
f1
I Q'• 3
.-�G_3
1^t�•.�,'�c;
I�•�lc�,
�.3�
n_,u
L-
1(/.�
I�:.�'��c��
1��. wo_�'�'
i IJ 1
1 ✓ ���J
'� ~1
.� V
/',11
11AW4
`.. (i cal
L:_:.t,Ec l-
Lti , i
•l
3C�'
13
13 3
`k J
a tiLr• u`I
,�c•
t` , o
I . c
. �
CZ)
-1/,
�
Vi
Weather Codes: C-Clear, PC_Partty Cloudy, U-Cloudy, R-Raln, S-Snow/Sleet, W-Windy
Persons completing the irrigation inspections must initial to signity that inspections were completed at least every 120 minutes.
Note: If conditions beyond the permittee's control have caused noncompliance with the CAWMP or permit, explain on reverse.

Form IRRA
Lagoon Liquid Irrigation Fields Record
For Recording Irrigation Events on Different Fields
Farm Owner Facility Number
1- 111
Operator al,)-N
Tract &
Field #
Date
(mT=
Crop
Type
Field Size
(acres)
I ation Time
#-SpfinMers
Operator
Initials
'Weather
Code
"Inspections
(initials)
Start Time
End Time
Total Minutes
14, 03
U cc>
01 C-110
cc" -30
30
0
(1"
0 "010
LA
la Cc)
4 u
I LA
0 its-Gq
LA•3,
3 Ck
Y.q
"Weather Codes: C-Clear, PC_Partly Cloudy, CI -Cloudy, R-Rain, S-Snow/Sleet W-Wirvdy
Persons completing the irrigation inspections must initial to signify that inspections were completed at least every 120 minutes.
Note: It conditions beyond the permdee's control have caused noncompliance with the GAWIVIP or permit, explain on reverse.

FARM NAME
FIELD SIZE (ACRES)
FARM OWNER
OWNER'S ADDRESS
OWNER'S PHONE
IRRIGATION RECORDS
Turkey Hogs, LLC
4.21
Turkey Hogs, LLC
PO Box 645
Warsaw, NC 28398
910-293-4673
FIELD NUMBER (PULL)
TRACT NUMBER
IRRIGATION OPERATOR
OPERATOR'S ADDRESS
OPERATOR'S PHONE
F1 , H1
8471
Kim Williams
CROP TYPE
Corn 1 Wheat 1 SBl SG
RECOMMENDED P.A.N.
117.7 + 120 + 132 + 50
Pumping Dates
Mar - Jun I Sep - Apr
Jun - Sep ! Sep - Apr
I
PAN NITROGEN
,i
DATE Crop
START'
TIME
END
TIME
TOTAL
J� MINUTES
SPRINKLERS
-OPERATING
RATE TOTAL _
(gal/min) I GA_L,LONS
GALLO_NS
P.A.N. PER
APPLIED
_ _
PER ACRE
1,000 GAL
_BALANCE_
(Ihslacre) (lbslacre)
11/20/04 i Wheat
12131104E Wheat
1.10 j__
10:45
3 10 -----
3.00
--120 - -
255
1 ----
1
—296- -1-_35520
225 57375
�8437.054632
13628.26603
--- 2.2 �
2.2
18.56152021 101.4384798
29.9821853 71.45629454

FARM NAME
FIELD SIZE (ACRES)
FARM OWNER
OWNER'S ADDRESS
OWNER'S PHONE
CROP TYPE
IRRIGATION RECORDS
Turkey Hogs, LLC
4.45
Turkey Hogs, LLC
PO Box 645
Warsaw, NC 28398
910-293-4673
Corn / Wheat I SB/ SG
FIELD NUMBER (PULL)
TRACT NUMBER
IRRIGATION OPERATOR
OPERATOR'S ADDRESS
OPERATOR'S PHONE
RECOMMENDED P.A.N.
Pumping Dates
F1 , H2
8471
Kim Williams
117.7 + 120 + 132 + 50
Mar - Jun I Sep - Apr
Jun - Sep I Sep - Apr
DATE
START I__END
Crop TIME
TIME
NO. OF
TOTAL SPRINKLERS
MINUTE . &OIERATING
FLOW
RATE
f
TOTAL
GALLONS
GALLONS
-R
PER ACRE_
P.A.N. PER
000 GAL
PAN
APPLIED
(lbslacrej
I NITROGEN
BALANCE
(lbs/acre)
(galimin)
—12'd-1/04'
11865 .
Wheat j 10:45
Wheat 1
3:00
255
1
1
1
270
260
1 2652
68850
15471.91011
2.2
34.0382022
1 85.96179775
66300
90390
14898.8764
1 2.2
32.7775281
� 53.18426966
2031235955
1 1.7
134.5310i121
18.65325843

FARM NAME
FIELD SIZE (ACRES)
,FARM OWNER
OWNER'S ADDRESS
OWNER'S PHONE
.CROP TYPE
IRRIGATION RECORDS
Turkey Hogs, LLC
4.97
Turkey Hogs, LLC
P 0 Box 349
Clinton, NC 28328
910-293-4673
Corn 1 Wheat 1 SB! SG
FIELD NUMBER (PULL)
TRACT NUMBER
IRRIGATION OPERATOR
OPERATOR'S ADDRESS
OPERATOR'S PHONE
RECOMMENDED P.A.N.
Pumping Dates
NO. OF
FLOW
- --
- —
START
START_
END ;
TOTAL
SPRINKLERS
RATE
TOTAL
DATE Crop .
TIME �
..---------- ...
TIME_ ' MINUTES j
------ - - --_-..__.._
OPERATING
_.. -- ..._...
(gal/min)
GALLONS
11/20/04 Wheat !
9:30
3:10
34_0_ f
1
270
91800
12131104; Wheat i
10:45
3A0
_
306
78030-^_-
118105� Wheat
10:00
3:45
_ _255
345 '
_
1
_ 30$
106260
GALLONS
PER ACRE
18470.82495
15700,20121
21380.28169
F1 , H3
8471
Kim Williams
117.7 + 120 + 132 + 50
Mar - Jun / Sep - Apr
Jun - Sep / Sep - Apr
i PAN
NITROGEN
P.A._N. PER
1,000 GAL
_
APPLIED_
(lbslacre)
_ BALANCE
(lbslacre)
2.2
2.2 - -,
40.6358149
34.5404427
79,36418511
44.82374245
1.7 ._ -
38.3464789
8.477263581

FARM NAME
FIELD SIZE (ACRES)
FARM OWNER
OWNER'S ADDRESS
OWNER'S PHONE
CROP TYPE
IRRIGATION RECORDS
Turkey Hogs, LLC
4.29
Turkey Hogs, LI-C
130 Box 645
Warsaw, NC 28398
910-293-4673
Corn I Wheat I SBI SG
FIELD NUMBER (PULL)
TRACT NUMBER
IRRIGATION OPERATOR
OPERATOR'S ADDRESS
OPERATOR'S PHONE
RECOMMENDED P.A.N.
Pumping Dates
F2, H4
8471
Kim Williams
117.7 + 144 + 132 + 50
Mar - Jun I Sep - Apr
Jun - Sep I Sep - Apr
DATE )_Crop-
10/13/04 Wheat
1
10/16/04 I Wheat
104 -W"e
11/20 t
11 /27/04 Wheat
1/8/05 Wheat
START
TIME
1230
1:15
-11: 3-0
7 2 0
10:00 i
END
TIME I
4:00
3-30
�:20
3:45
TOTAL
MINUTES
135
2�§
240
345
NO. OF
—SPRINKLERS
OPERATING
1
1
1
1
FLOW
RATE TOTAL
.(gallm-,n)�-bALLONS
230 48300
235 31725
.663 00.
GALLONS
PERACIR
P.A.N. PER
`1-,--00-0GA--L
PAN
APPLIED
(lbsiocre)
NITROGEN.
BALANCE
(lbalacre)
T1-2-�R 7A1 26�1
0.99
11.1461538
132.8538462
7395.104896 0.99 7.32115385
2.2
15454,5A545 34
125.5326923
91.53269231
75 0
225 -77626
8 61538 2,2
1 153 4. 33.8461538
9;7 .68653846
18094.40559 1.7 30,7604895
1 26,92604895

FARM NAME
FIELD SIZE (ACRES)
FARM OWNER
OWNER'S ADDRESS
OWNER'S PHONE
CROP TYPE
_
START_ END
DATE ; Crop I
TIME
TIME
_10_1131041 Wheat!
_
7,45 —
9_30
�_12:40
10/16/04 Wheat
10:30
11/17/04 Wheat'
12:00
1:00
141_60 i UVheat
2:00
} 4:30
IRRIGATION RECORDS
Turkey Hogs, LLC
2.03
Turkey Hogs, LLC
PO Box 645
Warsaw, NC 28398
910-293-4673
Corn 1 Wheat 1 SBI SG
FIELD NUMBER (PULL)
TRACT NUMBER
IRRIGATION OPERATOR
OPERATOR'S ADDRESS
OPERATOR'S PHONE
RECOMMENDED P.A.N.
Pumping Dates
NO. OF '_FLOW
_I
TOTAL I
MINUTES
T 105
SPRINKLERS RATE TOTAL I -GALLONS
OPE_ RATING _ _� AE E (gallmin) GALLONS PER ACRE
1 W 230 �i 24150 11896,__55172
-- 130 -�—
- --_ - 1 ---- --
-� _� 1
1
- 230 _ j
26 1
190
_
_ 29900
16080 ---
28500
14729.06404
60
150
7921.182266
14039.40887
F2 , H5
8471
Kim Williams
117.7 + 144 + 132 + 50
Mar - Jun 1 Sep - Apr
Jun - Sep 1 Sep - Apr
PAN
NITROGEN
P.A.N. PER
APPLIED_
BALANCE_
1,000 GAL
(Ibslacre)
(lbs/acre)W
0.99 _—
0.99
11.7775862
{ 14.5817734
132,2224138
117.6406404
_
2.2 �[
17.426601�
100.2140394
117
33

FARM NAME
YIELD SIZE (ACRES)
FARM OWNER
OWNER'S ADDRESS
OWNER'S PHONE
CROP TYPE
IRRIGATION RECORDS
Turkey Hogs, LLC
4.01
Turkey Hogs, LLC
PO Box 645
Warsaw, NC 28398
910-293-4673
Corn I Wheat I SBI SG
FIELD NUMBER (PULL)
TRACT NUMBER
IRRIGATION OPERATOR
OPERATOR'S ADDRESS
OPERATOR'S PHONE
RECOMMENDED P.A.N.
Pumping Dates
START
-DATE Crop TIME
10/13/04 j Wheat 12:30
END
TIME
�----4760
NO. OF
TOTAL SPRINKLERS
MINUTES OPERATING j
210 _1_
FLOW
RATE
(gallmin)
270
j
TOTAL
-GALLONS
56700 _
-
GALLONS
PER ACRE
14139.65087
10116/04 Wheat'
11127104 1 Wheat
1131105 Wheat I
1:15
7:20
2:00
1 3.30
11:20
4:30
135 �W
240
150
1 f -
___ 1 _
1
290
39150
9763.092269
- -
264 63360
273 40950
15800.49875
10211.97007
F4 , H8
8471
Kim Williams
136.25 + 144 + 140 + 50
Mar - Jun 1 Sep - Apr
Jun - Sep 1 Sep - Apr
PAN
NITROGEN
P.A.N. PER
_
APPLIED
BALANCE
1,000 GA_ L_(Ibslacre)
0.99
13.9982544
(lbs/acre)
130.0017456
_
0.99 —
9,66546135
_
120.3362843
2.2
34.7610973
85.57518703
- 1.7
17.36034911
_
68.21483791

FARM NAME
FIELD SIZE (ACRES)
FARM OWNER
;OWNER'S ADDRESS
OWNER'S PHONE
CROP TYPE
IRRIGATION RECORDS
Turkey Hogs, LLC
2.35
Turkey Hogs, LLC
PO Box 645
Warsaw, NC 28398
910-293-4673
Corn I Wheat SB/ SG
FIELD NUMBER (PULL)
TRACT NUMBER
IRRIGATION OPERATOR
OPERATOR'S ADDRESS
OPERATOR'S PHONE
RECOMMENDED P.A.N.
Pumping Dates
F4, H9
8471
Kim Williams
136.25 + 144 + 140 + 50
Mar - Jun I Sep - Apr
Jun - Sep / Sep - Apr
NO. OF
I FLOW
PAN NITROGEN
'-A-START
E
TOTAL
SPRINKLERS
RATE
TOTAL 1
GALLONS
P.A.N. PER
APPLIED ]---ALkN&t
DATE !Crop
TIME
!--
�TIME'MINUTES
OPERATING_
(qab�miin)-
dALLbr4s-FPP
RE-
1,000 GAL
(lbs/acre)
(lbe/acre)
3104
eak­-­�4�
Wheat
28��d 1
12063.82§f
11.9431915
132.0568085
1011&0 1
Wh-�atf
10 :�-F
.--I-f-40
130
1
276
35100
14936.17021
0.99
14.7868085
117.27
1 - 00
--6-0
296
17760
7557.446809
2.2
16.626383 '
100.6436iT'
M
1/31/05 �
Wheat 1
2:00
4:�-O-j
--- 150
250
2 7. -1 NG�61
73.51595745

FARM NAME
FIELD SIZE (ACRES)
FARM OWNER
OWNER'S ADDRESS
IOWNER'S PHONE
CROP rfPE
IRRIGATION RECORDS
Turkey Hogs, LLC
2.41
Turkey Hogs, LLC
PO Box 645
Warsaw, NC 28398
910-293-4673
Corn l Wheat I SBI SG
FIELD NUMBER (PULL)
TRACT NUMBER
IRRIGATION OPERATOR
OPERATOR'S ADDRESS
OPERATOR'S PHONE
RECOMMENDED P.A.N.
Pumping Dates
F3 , H6
8471
Kim Williams
136.25 + 144 + 140 + 50
Mar - Jun / Sep - Apr
Jun - Sep / Sep - Apr
NO. OF FLOW i _ PAN NITROGEN
START END "TOTAL 'SPRINKLERS RATE TOTAL GALLONS P.A.N. PER APPLIED BALANCE
DATE i Crop i TIME TIME MINUTES ; OPERATING i (gallmin) GALLONS PER ACRE _9,Q00 GAL (Ibslacre) ; (lbs/acre) —
911fi104: 5I3 6:30_ ` 8:3G-_ 120___ ! 1 256 30720 1 12746.88797 0.99 12.6194151 127.3805809

FARM NAME
FIELD SIZE (ACRES)
FARM OWNER
OWNER'S ADDRESS
IOWNER'S PHONE
"A a -4
IRRIGATION RECORDS
Turkey Hogs, LLC
4.63
Turkey Hogs, LLC
PO Box 645
Warsaw, NC 28398
910-293-4673
Corn / Wheat i SB/ SG
FIELD NUMBER (PULL)
TRACT NUMBER
IRRIGATION OPERATOR
OPERATOR'S ADDRESS
OPERATOR'S PHONE
RECOMMENDED P.A.N.
Pumping Dates
F3 , H7
8471
Kim Williams
136.25 + 144 + 140 + 50
Mar - Jun I Sep - Apr
Jun - Sep I Sep - Apr
NO OF FLOW 1 PAN NITROGEN
START I E T GALLONS TOTAL SPRINKLERS RATE TOTAL P.A.N.P A.N. PER APPLIED BALANCE
DATE Crop TIME TIME MINUTES I OPERATING (gailmin) GALLONS, PER ACRE 1 1,000 GAL (Ibslacre) --(Ibstacre)
180 1 -'�075-593952 32760 1" 0. 9 7.00483801 132.995162

FARM NAME
FIELD SIZE (ACRES)
FARM OWNER
OWNER'S ADDRESS
OWNER'S PHONE
TYPE
IRRIGATION RECORDS
Turkey Hogs, LLC
5.05
Turkey Hogs, LLC
PO Box 645
Warsaw, NC 28398
910-293-4673
Corn / Wheat 1 SBI SG
FIELD NUMBER (PULL)
TRACT NUMBER
IRRIGATION OPERATOR
OPERATOR'S ADDRESS
OPERATOR'S PHONE
RECOMMENDED P.A.N.
Pumping Dates
F5 , H10
8471
Kim Williams
136.25 + 144 + 140 + 50
Mar - Jun 1 Sep - Apr
Jun - Sep 1 Sep - Apr
j NV. OF FLUftII - - ---' VAN NI I KVIUt:N
START , END �TOTAL� SPRINKLERS_ RATE _TOTAL GALLONS P.A.N. PER APPLIED BALANCE
DATE Crop TIMI.E --'TIME! MINUTES � OPERATING _ (gaIimin) I GALLONS ; PER ACRE 1,000 GAL i (lbslacre) (Ibs/acre)
7911'i36lJ04- 04 SS�B __.__..._56:3— --- - - -- ---- -- - _<��___w— _ .._.6�,422257431133.577742_5 8,80.99
354907027.722772 54 .620297D725104 195 182 6
__260 312-617217820.99 16.11643664120.6038614120 __ _

FARM NAME
FIELD SIZE (ACRES)
FARM OWNER
OWNER'S ADDRESS
(OWNER'S PHONE
IRRIGATION RECORDS
Turkey Hogs, LLC
4.02
Turkey Hogs, LLC
PO Box 645
Warsaw, NC 28398
910-293-4673
FIELD NUMBER (PULL)
TRACT NUMBER
IRRIGATION OPERATOR
OPERATOR'S ADDRESS
OPERATOR'S PHONE
F5 , H11
8471
Kim Williams
CROP TYPE
Corn I Wheat I SBI SG
RECOMMENDED P.A.N.
136.25 + 144 + 140 + 50
Pumping Dates
Mar - Jun I Sep - Apr
Jun - Sep I Sep - Apr
OF FLOW
START `END TOTAL RATE SPRINKLERS TOTAL GALLONS
. Ic
DATE Crop PER ACRE
TIME TIME' MINUTES OPERATING n)
5:15 182 32760 8149.263731
PER
1,000 GAL
PAN
APPLIED
(lbs/acre)
NITROGEN
BALANCE
(Ibs/acre)
0.99
18.06776119
131.9322388
[-§ii5/041 SB 6:00 1 9:00
180
1
260
-461!bd 11641.79104
-6.4§
1 .5253731
1 120,4068667

FARM NAME
FIELD SIZE (ACRES)
FARM OWNER
OWNER'S ADDRESS
IOWNER'S PHONE
[CROP TYPE
IR
Turkey Hogs, LLC
1.83
Turkey Hogs, LLC
PO Box 645
Warsaw, NC 28398
910-293-4673
TION RECORDS
Corn I Wheat I SBI SG
FIELD NUMBER (PULL)
TRACT NUMBER
IRRIGATION OPERATOR
OPERATOR'S ADDRESS
OPERATOR'S PHONE
RECOMMENDED P.A.N.
Pumping Dates
F5,H12
8471
Kim Williams
136.25+144+140+50
Mar - Jun 1 Sep - Apr
Jun - Sep I Sep - Apr
NO. OF _ FLOW ! _ PAN NITROGEN
i START I END TOTAL SPRINKLERS RATE TOTAL GALLONS P.A.N. PER APPLIED BALANCE
_ -__��PERATING (gal/min), GALLONS PER ACRE 1,000 GAL (lbslacre) , (Ibslacre)
®ATE Cra TIME TIME MINUTES _ _
911 6104, SB 8:50 1 Q:00 , 7Q 1 260 182Q0 -� 9945.355191 0.99 9.84590164 130,1540984

IRRIGATION RECORDS
FARM NAME
Turkey Hogs, LLC
FIELD NUMBER (PULL)
F6 , H13
FIELD SIZE (ACRES)
5.7
TRACT NUMBER
8471
FARM OWNER
Turkey Hogs, LLC
IRRIGATION OPERATOR
Kim Williams
OWNER'S ADDRESS
PO Box 645
OPERATOR'S ADDRESS
Warsaw, NC 28398
OWNER'S PHONE
910-293-4673
OPERATOR'S PHONE
CROP TYPE
Corn 1 Wheat 1 SBI SG
RECOMMENDED P.A.N.
105 + 110 + 112 + 50
Pumping Dates
Mar - Jun 1 Sep - Apr
Jun - Sep I Sep - Apr
_
END
NO. OF
TOTAL SPRINKLER5
FLOW
RATE
_
_TOTAL
GALLONS
P.A.N. PER
PAN
APPLIED
NITROGEN
BALANCE
DATE i Crop
�
TIME
--7:59
TIME
_
_ MINUTES OPERATING
_
(gallmIn) GALLONS
�..._.___-.72000 F
1,000 GAL
(Ibslacre)
_P_ER _A_CRE_
-12631.57896
0.99
12.5052632
_(Ib_slacre)
99.49473684
9/17/041 Ss
11:59
240 300
_
srls�aa ss
12:Oo
i 240 I 1
300
7200D
4:00
12631.57895
0,99
12.5-052632
r 86.98947368

IRRIGATION RECORDS
FARM NAME
Turkey Hogs, LLC
FIELD NUMBER (PULL)
F6 , H14
FIELD SIZE (ACRES)
4.23
TRACT NUMBER
8471
FARM OWNER
Turkey Hugs, LLC
IRRIGATION OPERATOR
Kim Williams
OWNER'S ADDRESS
PO Box 645
OPERATOR'S ADDRESS
Warsaw, NC 28398
OWNER'S PHONE
910-293-4673
OPERATOR'S PHONE
CROP TYPE
Corn ! Wheat 1 SBI SG
RECOMMENDED P.A.N.
105 + 110 + 112 + 50
Pumping Dates
Mar - Jun I Sep - Apr
Jun - Sap 1 Sep - Apr
NO.OF
FLOW
PAN
NITROGEN
START
END
TOTAL SPRINKLERS
RATE
TOTAL_
GALLONS
P.A.N. PER
APPLIED I
BALANCE
DATE_
_
Crop
TIME
TIME
MINUTES OPERATING
(gal/min)
GALLONS
_
PER_ACRE
1,000 GAL
(lbslacre)
(Ibslacre)
9/17104
µ SB
7:59_I
11:59
240
_
276-
66240 µ_
15659.57447
0.99
15.5029787
96.49702128
9/18104
SS
-__ 12:00 I
4:QQ
_
�24Q
1 ��1
276---
—66240
15659.57447
_
0.99�
15.5029787
80.99404255

0F WAr�9pG
❑ 'C
DE1VR _ FAyf1TEMLLE REGIOMLOFROE
Edward and Henry Dail
Dail Brothers - Turkey Hog Farm
825 NC 24 East
Kenansville, NC 28349
Dear Edward and Henry Dail:
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
May 6, 2005
Alan W. Klimek, P.E. Director
Division of Water Quality
Subject: Certificate of Coverage No. NCA282303
Dail Brothers - Turkey Hog Farm
Swine Waste Collection, Treatment,
Storage and Application System
Sampson County
In accordance with your Notification of Change of Ownership received on April 27, 2005 we are hereby
forwarding to you this Certificate of Coverage (COC) issued to Edward and Henry Dail, authorizing the
operation of the subject animal waste collection, treatment, storage and land application system in
accordance with General Permit NCA200000.
This approval shall consist of the operation of this system including, but not limited to, the management
of animal waste from the Dail Brothers - Turkey Hog Farm, located in Sampson County, with an animal
capacity of no greater than an annual; average of 4896 Feeder to Finish swine and the application to
land as specified in the facility's Certified Animal Waste Management Plan (CAWMP). If this is a
Farrow to Wean or Farrow to Feeder operation, there may also be one boar for each 15 sows. Where
boars are unneccessary, they may be replaced by an equivalent number of sows. Any of the sows may be
replaced by gilts at a rate of 4 gilts for every 3 sows
The COC shall be effective from the date of issuance until July 1, 2007, and shall hereby void Certificate
of Coverage Number NCA282303 dated September 24, 2004 and shall be subject to the conditions and
limitations as specified therein. Pursuant to this COC, you are authorized and required to operate the
system in conformity with the conditions and limitations as specified in the General Permit, the facility's
CAWMP, and this COC. An adequate system for collecting and maintaining the required monitoring data
and operational information must be established for this facility. Any increase in waste production
greater than the certified design capacity or increase in number of animals authorized by this COC (as
provided above) will require a modification to the CAWMP and this COC and must be completed prior to
actual increase in either wastewater flow or number of animals.
Please carefully read this COC and the enclosed General Permit. Since this is a new joint State and
Federal general permit it contains many new requirements in addition to most of the conditions contained
in the current State general permit. Enclosed for your convenience is a package containing the new and
revised forms used for record keeping and reporting. Please pay careful attention_to the record keepins;
and monitorin2 conditions in this hermit. The Devices to Automaticallv Stop ImRation Events Form
must be returned to the Division of Water Quality no later than 120 days following receipt of the
Certificate of Coverage. The Animal Facility Annual Certification Form must be completed and returned
to the Division of Water Quality by no later than March 1st of each year.
I ' Caro '
Mra�
Aquifer Protection Section 1636 Mail Service Center Raleigh, NC 27699-1636
Internet: http://h2o,enr.state.nc.us 2728 Capital Boulevard Raleigh, NC 27604
An Equal Opportunity/Affirmative Action Employer— 50% Recyded/10% Pout Consumer Paper
Phone [phone] Customer Service
Fax [phone].623-6748
Fax [phone]

•
If your Waste Utilization Plan has been developed based on site specific information, careful evaluation
of future samples is necessary. Should your records show that the current Waste Utilization Plan is
inaccurate you will need to have a new Waste Utilization Plan developed.
The issuance of this COC does not excuse the Permittee from the obligation to comply with all applicable
laws, rules, standards, and ordinances (local, state, and federal), nor does issuance of a COC to operate
under this permit convey any property rights in either real or personal property.
Upon abandonment or depopulation for a period of four years or more, the Permittee must submit
documentation to the Division demonstrating that all current NRCS standards are met prior to restocking
of the facility.
Per 15A NCAC 2H .0225(c) a compliance boundary is provided for the facility and no new water supply
wells shall be constructed within the compliance boundary. Per MRCS standards a 100 foot separation
shall be maintained between water supply wells and any lagoon, storage pond, or any wetted area of a
spray field.
Please be advised that any violation of the terms and conditions specified in this COC, the General Permit
or the CAWMP may result in the revocation of this COC, or penalties in accordance with NCGS 143-
215.6A through 143-215.6C, the Clean Water Act and 40 CFR 122.41 including civil penalties, criminal
penalties, and injunctive relief.
If you wish to continue the activity permitted under the General Permit after the expiration date of the
General Permit, an application for renewal must be filed at least 180 days prior to expiration.
This COC is not automatically transferable. A name/ownership change application must be submitted to
the Division prior to a name change or change in ownership.
If any parts, requirements, or limitations contained in this COC are unacceptable, you have the right to
apply for an individual permit by contacting the staff member listed below for information on this
process. Unless such a request is made within 30 days, this COC shall be final and binding.
This facility is located in a county covered by our Fayetteville Regional Office. The Regional Office
Aquifer Protection Staff may be reached at [phone]. If you need additional information
concerning this COC or the General Permit, please contact J. R. Joshi at [phone].
Sincerely,
for Alan W. Klimek, F.E.
Enclosures (General Permit NCA200000)
cc: (Certificate of Coverage only for all cc's)
Fayetteville Regional Office, Aquifer Protection Section
Sampson County Health Department
Sampson County Soil and Water Conservation District
APS Central Files (Permit No. NCA282303 )
AFO Files

Charles Hilton and Stan Draughon
Hilton and Draughon Farm
P.O. Box 645
Warsaw, NC 28398
Dear Charles Hilton and Stan Draughon:
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P. E., director
Division of Water Quality
September 24, 2004 +
SEP 2 7
GENR-FAYITIEIIiLLE REIIOHAL4fillE
Subject: Certificate of Coverage No. NCA282303
Hilton and Draughon Farm
Swine Waste Collection, Treatment,
Storage and Application System
Sampson County
In accordance with your Notification of Change of Ownership received on September 2, 2004, we are
hereby forwarding to you this Certificate of Coverage (COC)- issued to Charles Hilton and Stan
Draughon, authorizing the operation of the subject animal waste collection, treatment, storage and land
application system in accordance with NPDES General Permit NCA200000.
This approval shall consist of the operation of this system including, but not limited to, the management
of animal waste from the Hilton and Draughon Farm, located in Sampson County, with an animal
capacity of no greater than an annual average of 4896 Feeder to Finish swine and the application to land
as specified in the facility's Certified Animal Waste Management Plan (CAWMP). If this is a Farrow to
Wean or Farrow to Feeder operation, there may also be one boar for each 15 sows. Where boars are
unneecessary, they may be replaced by an equivalent number of sows. Any of the sows may be replaced
by gilts at a rate of 4 gilts for every 3 sows
The COC shall be effective from the date of issuance until July 1, 2007, and shall hereby void Certificate
of Coverage Number NCA282303 dated April 9, 2003, and shall be subject to the conditions and
limitations as specified therein. Pursuant to this COC, you are authorized and required to operate the
system in conformity with the conditions and limitations as specified in the General Permit, the facility's
CAWMP, and this COC. An adequate system for collecting and maintaining the required monitoring data
and operational information must be established for this facility. Any increase in waste production
greater than the certified design capacity or increase in number of animals authorized by this COC (as
provided above) will require -a modification to the CAWMP and this COC and must be completed prior to
actual increase in either wastewater flow or number of animals.
Please carefully read this COC and the enclosed General Permit. Since this is a new joint State and
Federal general permit it contains many new requirements in addition to most of the conditions contained
in the current State general permit. Enclosed for your convenience is a package containing the new and
revised forms used for record keeping and reporting. Please pay careful attention to the record keeping
and monitoring conditions in this permit. The Devices to Automatically Stop Irrigation_ Events Form_
must be returned to the Division of Water Quality no later than 120 days following receipt of the
Certificate of Coverage._ The Animal Facili Annual Certification Form must be completed and returned
to the Division of WaterQuality by no later than March l st of each year,
If your Waste Utilization Plan has been developed based on site -specific information, careful evaluation
of future samples is necessary. Should your records show that the current Waste Utilization Plan is
inaccurate you will need to have a new Waste Utilization Plan developed.
Aquifer Protection Sedon — Animal Feeding Operations Unit _ Once 1,L111
1636 Mail Service Center, Raleigh, North Carolina 27699-1638 NOl CO11fla
Phone: [phone] / FAX: [phone] Internet: h2o.enr.state.nc.us Xativrally
An Equal Opportunity/Affirmative irmative Action Employer — 50% Recycled110% Post Consumer Paper

The issuance of this COC does not excuse the Permittee from the obligation to comply with all applicable
laws, rules, standards, and ordinances (local, state, and federal), not does issuance of a COC to operate
under this permit convey any property rights in either real or personal property.
Upon abandonment or depopulation' for a period of four years or more, the Permittee must submit
documentation to the Division demonstrating that all current NRCS standards are met prior to restocking
of the facility.
_P& 15A NCAC 2H .0225(c) a compliance boundary is provided for the facility and no new water supply
wells shall be constructed within the compliance boundary. Per NRCS standards a 100 foot separation
shall be maintained between water supply wells and any lagoon or any wetted area of a spray field.
Please be advised that any violation of the terms and conditions specified in this COC, the General Permit
or the CAWMP may result in the revocation of this COC, or penalties in accordance with NCGS 143-
215.6A through 143-215.6C, the Clean Water Act and 40 CFR 122.41 including civil penalties, criminal
penalties, and injunctive relief.
If you wish to continue the activity permitted under the General Permit after the expiration date of the
General Permit, an application for renewal must be filed at least 180 days prior to expiration.
This COC is not automatically transferable. A name/ownership change application must be submitted to
the Division prior to a name change or change in ownership.
If any parts, requirements, or limitations contained in this COC are unacceptable, you have the right to
apply for an individual NPDES Permit by contacting the staff member listed below for information on
this process. Unless such a request is made within 30 days, this COC shall be final and binding.
This facility is located in a county covered by our Fayetteville Regional Office. The Regional Office
Aquifer Protection Staff may be reached at [phone]. If you need additional information
concerning this COC or the General Permit, please contact J R Joshi at [phone].
Sincerely,
for Alan W. Klimek, P.E.
Enclosures (General Permit NCA200000, Record Keeping and Reporting Package)
cc: (Certificate of Coverage only for all cc's)
Sampson County Health Department
FayettevilleRegional Office, Aquifer Protection Section
Sampson County Soil and Water Conservation District
APS Central Files (NCA282303)
APS-AFOU Files

t
Travis Register
3/ 15/02
Hose
Model Length
Number Meet)
35W
970
3450
1300
3400
15M
_
2450L- 1450L
1050
2400t-)1400L
1250
1375XL
1100
1325
1250
1033
850
lU3O
Hard Hose Traveling Gun System
Wettable Acre Computations
Typical Time. For
Lane No. of Acres Flow Rate One Pull Applying
Hose I.D. Spacing Covered (G.PM.) 1" uE Water (hours)
(inches) (feet) in One Pull - Turbir
5.0
360
9.18 1
920
4-5
320
10.41
615
4.0
300
11.14 ':
425
4.5----330
-=
8.94 I
670
4.1
320
10.11 j
470
3.6
280 I
7.78
382
3.2
240
7.41
_266
3.0
150 RING NOZZLE 15011k
1501k = Bod7 T Cap r Se! of 7 PP nAs
j�paeiiy tiro when ordering
240 I 5.84 I 260
J:.
Gas Turbine. Gas
1060
4.5
4.1
675 '
, 7.7
7-0
465
11.9
10.8
770
6.0
5.3
540
9.7
8.5
418
9.2
8-4
290
11.6
_.--12.6
400
7.1
-
6.4
280
' 10.2
1 9.4
ca�nrI1_.
G.�
49773 +G'lki/•AIM
+aZfi3
0,86, 0.97, 1•¢u" 1.16" 1.2f," 1 34" i.41-
0287.086 6287-097 6227-109 6287-118 6257-12e 6287-13d 6287-141
i
. :'
Nelson Gun
Pressure
SR200/80PSI
S€t20018OPSI
SR200/80PSI
SR20618opsl
SW200180PS1
SR150/80PSI
SR150MPSI
SR i50/80PS1
Flaw Pa-ih
P.1
riPM
G:A.�T
GPM
CIA h-t.
:aPM
Gir 17.'
GPM
llil fl <k
v?M
71A. F1.'
GPM
LAA Fi
Gf•M
DiA Fi
GPM
CIA FT.
5G
100
245
130
265
165
285
20`
300
255
320
300
335
350
350
385
353
oU
10
260
143
280
182
300
225
315
:?5
335 i
.330
350
3195
65
423
363
7C
:20
270
155
290 '
197
310
245
330
-2V5
350 1
355
365
415
380
458
3�'3
8C-
' 128
260
lt5
200
210
320 '•
260
340 {
31'.-
360 1
380
380
44,
395
490
399
40
';35
290
175
310
223
330
275
350
335
370
405
39G
475
405
527
409
1.0'`
`43
30J
185
370
235
340
290
360
355
380
425
400
500
415
550
=19
I ,.10
150
3-,0
195
330
247
350
305
370
370
39(3
4q5)
410
525
425
577
424
123
157
.3'.5
204
335
258
360
32C
380
3$5
ADO ;
465
420
54S
43-')
603
434
Existing Hard Hose Traveler Gun Irrigation System
# of Exterior Lanes ............................ .
..................................... 10
# of Interior Lanes ...............
•-••••••.0
# of Single Lanes ..................
...............--.............. 3
• # of Total Lanes .............................................. ----••----.....----••-----.................................13
• Lane Spacing
......................240' & 295'
• Wetted 0 [330'(90%)] ...............................................................................................
297'
LaneSpacing as a%...................................................................................................
81% & 99%
1

t
Travis Register 3/15/02
Field A — 15.02 ac. +/-
Lane 1
A, Start End Area [Table E90+ - B]................................................................................0.66 ac.
Middle Area [822'(297'/2 + 295/2)/43,560].............................................................. 5.59 ac.
Stop End Area [Table E90+ - F]......................... ........................................................0-49 ac.
Total Area [(0.66 ac. + 5.59 ac. + 0.49 ac.)] ......... ....6.74 ac.
Lane 2
v Start End Area [Table E90+ - B] ................. .... 0.66 ac-
Middle Area [594'(297'/2 + 295'/2)/43,560]..............................................................4-04 ac.
.- Stop End Area [Table E90+ - F]...................................................... .---......0.49 ac.
Total Area [(0.66 ac. + 4-04 ac. + 0.49 ac-)]...............................................................5.19 ac.
Total Field Acres [(6-74 ac. + 5.08 ac.)]........................................•.---........................11.93 ac.
Field B — 7.54 ac. +/-
Lane 2
Start End Area [Table E90+ - B] ........... 0.66 ac.
Middle Area [284'(0.9 x 267')/43,560].......................................................................1.57 ac.
Stop End Area [Table E90+ - F] .. -... - -- - ............. 0.49 ac.
i Total Area [(0.66 ac. + 1.57 ac. + 0.49 ac.)] .... ........... --.....2.72 ac.
Total Field Acres [(2.72 ac.)]................ ....2.72 ac.
Field C -- 8.65 ac. +/-
Lane i *
Start End Area [Table EE80 - B].................. ..- .......0.77 ac.
Middle Area [37'(297'/2 + 240'/2)/43,560]................................................................ 0.23 ac.
Stop End Area [Table EE80 - C] .................... ........... 0.00 ac.
Total Area [(0.77 ac. + 0.23 ac. + 0.00 ac.)/2] ................... ......0.50 ac.
Lane 2
:- Start End Area [Table EE80 - B]................................................................................0.77 ac.
Middle Area [548'(297'/2 + 240'/2)/43,560].......... ................................... I ..... I .......... 3.38 ac-
Stop End Area [Table EE80 - F]............ .........0.57 ac.
i Total Area [(0.77 ac. + 3-38 ac. + 0.57 ac.)].......--. .....4.72 ac.
-11 Total Field Acres [(0.50 ac. + 4.72 ac.)].....................................................................5.22 ac.
2

e
Travis Register
Field D - 6.99 ae. +/-
Lane 1 *
3/ 15/02
Start End Area [Table EE80 - B] ............... .......... 0. 77 ac.
i Middle Area 1156'(297'/2+240'/2)/43-5601..............................................................0.96 ac.
Stop End Area [Table EE80 - E]................................................................................0.00 ac.
i Total Area [(0.77 ac. + 0.96 ac. + 0.00 ac.)/2]............................................................ 0.87 ac.
Lane 2
Start End Area [Table EE80 - B] ............. ........ 0.77 ac.
Middle Area [532'(297'/2 + 240'/2)/43,560] .............. .....3-28 ac.
i Stop End Area [Table EE80 - F]................................................................................. 0.57 ac.
Total Area [(0.77 ac. + 3.28 ac. + 0.57 ac.)]...............................................................4.62 ac.
Total Field Acres [(0.87 ac. + 4.62 ac.)] ...........- ......--.. 5.49 ac.
Field E - 11.35 ac. +/-
Lane IA
StartEnd Area [n/al..................................................................................................0.00 ac.
Middle Area [79'(297'/2 + 240'/2)/43,560] ........... .... 0.49 ac.
Stop End Area [Table EE80 - F].................................................................................0.57 ac.
Total Area [(0.00 ac. + 0-49 ac- + 0-57 ac.)]................ .-....... ............1.06 ac.
Lane 1 B
Start End Area [Table EE80 - B]................................................................................0.77 ac.
Middle Area [340'(297'/2 + 240'/2)/43,560]....- .............. ..................... 2.10 ac.
Stop End Area n/a..................................................... 0.00 ac.
Total Area [(0.77 ac. + 2.10 ac. + 0.00 ac.)]... .--2.87 ac.
Lane 2A
Start End Area [n/a]............................................... - ................. -- . -- - .... 0.00 ac.
i Middle Area [247'(297'/2 + 240'/2)/43,560] ............. .........1.52 ac.
i Stop End Area [Table EE80 - F].................................................................................0.57 ac.
i Total Area [(0.00 ac. + 1.52 ac. + 0.57 ac.)]............... .............------2.09 ac.
Lane 2B
Start End Area [Table EE80 - B]................. ................................. .............................. 0,77 ac.
Middle Area [477'(297'/2 + 240'/2)/43,560] ...... I .......................... ..2,94 ac.
Stop End Area [n/a] .................... ......................---..0,00 ac.
Total Area [(0.77 ac. + 2.94 ac. + 0.00 ac-)] ...-_-....... ........3.71 ac.
Total Field Acres [(1.06 ac. + 2.87 ae. + 2.09 ac. + 3.71 ac.)].............................................9.73 ac.
3

Travis Register
Field F -- 9.69 ac. +/-
Lane 2
i Start End Area [Table EE80 - B]................................................................................0.77 ac.
Middle Area [306'(297'/2 + 240'/2)/43,560]..............................................................1.89 ac.
Stop End Area [Table EE80 - F].................................................................................0.57 ac.
:- Total Area [(0.77 ac. + 1.89 ae. + 0.57 ac.)]...............................................................3.23 ac.
Lane 3
Start End Area [E90+ - B]..........................................................................................0.66 ac.
i Middle Area 128370 9 x 267'1/43.560-1.......... ------------- ------- --------------------------------- -------1.56 ac.
A, Stop End Area [Table EE80 - F].................................................................................0.49 ac.
Total Area [(0.66 ac. + 1.56 ac. + 0.49 ac.)]........................................................ ....... 2.71 ac.
Total Field Acres [(3.23 ac. + 2.71ac.)]..............................................................................5.94 ac.
Note: Ail lanes with a * beside them are half pulls.
Total Wettable Acres of Farm
• Field A ...................... . .................-.............----........_.........----.---......-_.. 11.93 ac_
• Field B.................. .........................._........---..................... 2.72 ac_
• Field C........................... ..... 5.22 ac.
• Field D ..............................._......_....._......---....._................_........................... 5.49 ac.
• Field E...................................._......_........................_.............................--..... 9.73 ac.
• Field F..................................._.................--...... 5.94 ac-
0 Total.......................................................................................................................41.03 ac.
Prepared by Agriment Services Inc.
P.O. Box 1096 - Beulaville , NC — 28518
Phone [phone] - Fax [phone]
C,
Signature of owner or facility repr tive
Printed name of the same above
31.2sl -2-
Date
S1 A technical specialist /
Printed name of the same above
,3 /"r, o
Date
3/ 1 5/02
rd

Travis Register
3/15102
FI LD C
r-- BASAC. W-
FIELD D
I \ 6,99 AC.
' •` `ter.
1 \FIELD E
FIELD B
l 1.15 AC. H-
t
t \
i u t
`S I r��• �
_________ ______________
1
FIELD A Z ; -
' b ;,
51
5 _
1 li
1
5 _ -- _
1
.j
TRAVIS REGISTER
SCALE I" = 400'
AGRINIENT SERVICES INC.
P.O-BOX 10%
BEULAVILLE, NC 28518
TEL: [phone]W FAX: [phone]

i AViS
EG11 �TE,4
SCE r
f = 5a d'
Cuw� 40AJC=y h Aj
FM
7-mA
FM
ISAU,
Piv) I.

., t
Irrigated Acreage Determination Procedures
for wastewater Application Equipment
Hard Hose Traveling Gun System
FIELD DATA WORKSHEET'S
1. Make and model number
2. Hose length '&:!� [feet] and hose inside diameter (113) 3,640 finch]
3. Gun make and model number fL.SO Se J-50XI
4. Gun nozzle size 7� �[inch], ✓ ring orifice, taper bore orifice
S. Gun arc angle ���7e degrees]
6. Travel lane spacingX'VV0 ' [feet]. Indicate whether uniform or random.
Number of exterior hydrants 11. Number of interior hydrants d
7. Gun wetted diameter �9r% [feet]. measured or / based on gun chart.
8. Gun pressure 70 [psi] ✓ observed at working gauge, t
determined from gun charts, calculated (show calculations)
**9. Operating pressure at hose reel [psi). observed at working gauge or
provided by owner.
*10. Supply line size [inch] (from pump to last hydrant)
**11. Supply line length feet (maximum pumping distance)
**12. Supply line type PVC or aluminum
**13. Pump make and model number
'*14. Pump capacity [gpm]
**15. Engine make and model number
or
16. Electric motor horsepower and rpm JhpJ [rpm]
Note: It is strongly recommended that you field determine wetted diameter and operating
pressure at the reel and gun.
Locate each hydrant on a copy of the map. indicate the start and stop of the sprinkler cart
for each travel lane and show the distance traveled. Show the location of the supply line.
Irrigated acres are determined by the travel lane.
** Optional data, furnish where possible.
** Information furnished by
r��/I
�v �(�" !� and/or
Signature of owner or facility/representative Signature of technical specialist
Printed name of owner or facility representative Printed name of technical specialist
Date 2 /If Z o La C Date
*** Only the person or people collecting the data should sign the Field Data Worksheet.
..L
14

r
pbfultiple worksheets maybe needed)
Hard Hose Traveling Gun System
COMPUTATIONAL WORKSHEET
HARD HOSE TRAVELER
IRRIGATION SYSTEM
1. Farm number (identification) SZ -3D3 Field number (identification) .SSE { ��CliC�~7k•�/S
2. Irrigation system designation Existing irrigation system New/expanded irrigation system
3. Number of travel lanes # Interior lanes # Exterior lanes feet] length of pull(Ll)
# Interior lanes # Exterior lanes [feet] Length of pull(L2)
# Interior lanes # Exterior lanes [feet] Length of pull(1-3)
4. Wetted diameter [feet] from Field Data Worksheet
S. Spacing Hydrant spacing (feet] [as a percentage of wetted diameter]
6. Hydrant layout Multiple hydrants Single hydrant Excessively spaced hydrants
7. Read the irrigated area per travel pull for the given wetted diameter from the appropriate table and column
based on pattern, spacing, and travel lane location.
Travel lane length (L—) Interior or Exterior (lane/hydrant)
(a) Acres start end of pull from Table
(b) Acres middle portion of pull (Ll)
{Pull length [feet] X Wetted wi
(c) Acres stop end of pull from TJ
Total acres for travel lane len 1) b + c)
Travel lane length (L, Interio r ' e " e/hydrant)
(a) art of pull from Table
e le portion of pull (1-2)
{Pull length [feet] X Wetted width
(c) Acres stop end of pull from Table
Total acres for travel lane length (L2) (Sum: a + b + c)
Travel lane length (L_) Interior or Exterior (lane/hydrant)
(a) Acres start end of pull from Table
(b) Acres middle portion of pull (1-3)
{Pull length [feet] X Wetted width
(c) Acres stop end of pull from Table
Total acres for travel lane length (1.3) (Sum: a + b + c)
Column
P6, A, ts
Column
_ [feet]] / 43,560
Column
Column
[feet]l / 43,560
Column
8. Multiply the tabulated irrigated acreage value per travel pull by the number of pulls of each
category in the field. Add all of these, and this is the total irrigated acreage for the field.
(a) Acres per travel lane length (IA) X
(b) Acres per travel lane length (L2) X
(c) Acres per travel lane length (13) X
—# Lanes =
Acres
# Lanes =
Acres
# Lanes =
Acres
Total CAWMP wettable acres for field (Sum: 8a + 8b + 8c)
Wettable Acre Computational Worksheet Completed by:
Signature of technical specialist
rs
Date:

_ r
r
REEL FAIN
Model Selection Chart
Reel Rain offers a wide selection of
models to choose from. With hose sizes
ranging from 3" I.D. to 5" I.D. and lengths
from 850' through 1500'.
:4 A wide variety of drive systems including
Water Turbine, Slurry Turbine, Gas
---- Mechanical, and Gas Hydrostatic are
-:.=-- available on most Reel Rain models.
Your Reel Rain Dealer can match the
correct model and
drive to
Aj •& HQBBS.
system
satisfy your critical
#40 Reel Rain
irrigation needs.
11
1RRIGAT$CW SYSTEMS
P E.-R-;F.--- Q M =,4N�E:7 1A.TA:
`— 3000 Series
_I�:►]j���I,i'1ibfS�rn6+iAY:,.7��.-J iwin+iy�-_r���fr
A�•M[�eC [►Jl7DE �L1i:L�L21
AT ITS BEST
030 Series
1100 Holland Road / Suffolk, VA 2343- - 1701 S. Slappey Blvd. / Albany, GA 31706
Telephone [phone] / Fax (804) 934-:.264 Telephone [phone] / Fax [phone]
AMADAS 1NDUSTR1ES .those policy is one of continuous improvement, reserves the right to change
sp.: ificati(ms design or price without incurring obligation.

-WAdWN1 150 SERIES BIG GUN® PERFORMANCE - U.S. UNITS
150 TAPER BORE NOZZLE 1 SOT
150T — Specify size when ordering r
1 �
Flow Path
0-70" 0.80" 0-90" 1-0' 1-1 " 1.2' 1-3" 1.4"
9317-070 9317-080 9317-090 9317-100 9317-110 9317-120 9317-130
PSI
GPM
DIA. FT.
GPM
DIA. Fr.
GPM
DIA. FT.
GPM
DIA. FT..
GPM
DIA- Fr.
GPM
DIA. FT.
GPM
DIA. Fr
GPM
DIA. FT.
50
100
250
130
270
165
290
205
310
255
330
300
345
356
360
408
373
60
110
265
143
285
182
305
225
325
275
345
330
365
385
380
446
396
70
120
280
155
300
197
320
245
340
295
360
355
380
415
395
483
412
80
128
290
165
310
210
335
260
355
315
375
380
395
445
410
516
427
90
135
300
175
320
223
345
275
365
335
390
405
410
475
425
547
442
100
143
310
185
330
235
355
290
375
355
400
425
420
500
440
577
458
110
150
320
195
340
247
365
305
385
370
410
445
430
525
450
605
471
120
157
330
204
350
258
375
320
395
385
420
465
440
545
460
632
481
150 TAPER RING
NOZZLE
150TR
CoMPD
Ring C-P
Body Taper Ringng
150TR = Body + Cap + 1 Taper Ring
#9773 #9238-??? #6286
Specify size when ordering
CD,D
Flow Path
CD
0.88"
0.96'
1.04' 1.12'
1.2" 1.28' 1.36'
9238-022
9238-024
9238-026 9238-028
9238-030 9238-032 9238-034
PSI
GPM
DIA. Fr.
GPM
DIA. Fr.
GPM
DIA. FT
GPM
DIA. Fr.
GPM
DIA. Fr.
GPM
DIA. Fr.
GPM
DIA, FT
50
135
270
164
286
196
302
233
318
274
333
319
347
369
358
60
148
284
179
301
214
317
255
334
301
351
350
367
405
378
70
159
299
194
315
231
331
276
349
325
366
378
382
437
393
80
170
310
207
330
247
346
295
364
347
381
404
397
467
409
90
1 181
320
1 220
340
1 262
357
1 313
377
1 368
396
1 429
411
1 495
424
100
191
329
1 231
350
1 277
366—T
330
386
1 388
405
1 452
423
1 522
436
110
200
339
1 243
359
290
376
346
397
1 407
416
474
433
1 548
446
120
209
349
1 253
369
303
386
361
407
1 425
426
495
443
1 572
457
150 RING NOZZLE 150R CoMlONENTS:
150R = Body + Cap + Set of 7 Rings #773 #62�s?? #62Cap86
Specify size when ordering
rFlow
Path
0.86" 0.97" 1-08" 1-1 B"
1.26' 1.34'
1.41' 1.47'
6287_086 6287-n97 6287-108
6287-12A 6287-134
6287-141
PSI
GPM
DIA. FT GPM
DIA. F7
GPM
DIA. Ff.
GPM
DIA. Fr.
GPM
DIA_ FT
GPM
DIA. FLI
GPM
DIA. FT
GPM
DIA. Ff.
50
100
245
130
265
165
285
205
300
255
320
300
335
350
350
385
353
110
260
143
280
182
300
315
275
335
330
350
385
365
423
368
70
20
270
155
290
197
2
5
350
355
365
415
380
458
383
128
280
165
300
210
320
15
360
380
380
445
395
490
399
90
135
290
175
310
223
330
275
350
335
370
405
390
475
445
522
409
100
143
300
185
320
235
340
290
360
355
380
1 425
400
500
415
550
419
110
150
310
! 195
330
247
350
305
370
370
390
1 445
410
525
425
577
429
120
157
315
204
335
258
360
320
38Q
385
400
465
420
545
435
603
439
D-4— o..m.d — 24- *d.d..r Big G f p.y{.rnipe dd. F— b— df .—d ­d. id" w —a i wd ..-q b..d­h d1.d" b1' ..i.d A K "rwvv mdbs ...rr bma P:dr... Mipd'�
C.ww k n ,. — — i.prrrsfi— ..gvdng 4.*M win fir, d q¢¢.wi.r..aw.
Nelson Irrigation Corporation M48 Airport Rd. Walla Wallo, WA 99362 USA Tel.[phone] Falr: 509.525.7907 E-mail: nelson @ne6anirr ram Web site: www.nelsonirrigation-com

1 �✓jS ��G !� �FIf
FARM
LANE r
START END AREA TABLE
D 6
AC.
MIDDLE AREA J9S�
_
AC.
STOP END AREA (TABLEqO
AC.
TOTAL AREA
AC.
LANE {A��
START END AREA TABLE 00- -6 =
MIDDLE AREA �9 r °�' 5 r Dr AC.
STOP END AREA (TABLE _ 00 4 - F _ - �,, �q AC.
TOTAL AREA ( Q. & & AC.
LANE (_.-)
START END AREA TAB E _ ) = AC,
MIDDLE AREA - AC.
STOP END AREA (TABLE AC_
TOTAL AREA ( _ ) = AC.
LANE (3-1)
START END AREA (TABLE f90� -(3 = 0. (b AC.
MIDDLE AREA (0' q G. 9 r I, 5 7_ AC.
STOP END AREA (TABLE _ ,E40 - F _ Q. l(q _ AC.
( TOTAL AREA 0. G 6, -1 1. 57 -/ O. q 9 ..� _= ;�a - 7AC
LANE (C 1 ) Y
START END AREA (TABLE
Ef80 -
61• �7
AC
MIDDLE AREA 33 9"66 j 7 2
I"pgo
Q. c93
AC.
STOP END AREA TABLE
0, O 0
AC.
TOTAL AREA ( (Q . 22 1 �9,
031
4.59
T AC.
LAME (
START END AREA TABLE Ef a -13 AC.
MIDDLE AREA (5�� 1'%afaW01�/L13� 0�_- .2.38 AC.
STOP END AREA ABLE ,Ef � 0 - F = 5 AC.
TOTAL AREA L 0. 7 ,Z_?, 3 6.57 - % '' AC.
LANEL1) /))(
START END AREA TABLE ff o - = G, ,77 AC.
MIDDLE AREA (15G��3rf'd frU y3 0. 9& _AC.
STOP END AREA (TABLE fE P - jC _ = 47 00 AC,
TOTAL AREA AC.

t
FARM
LANE (ba)
START END AREA (TABLE ECBG-13 } =
0.'7r7
AC,
MIDDLE AREAAC-
STOP END AREA (TABLE Cf eO _ F } =
_ 0 • v6 r7
AC,
TOTAL AREA (279- tl of 4 0 .�l - ]_
LA . (oe_
AC.
START END AREA TABLE "'14 =
0.00
MIDDLE AREA (�9rd'A7%�0'a /�Go) =
0, q9
AC -
STOP END AREA (TABLE Ff 60 - F
a. S 2
AC.
TOTAL AREA ( 0, 0G -/ 0^4l5 4, fr% - } T
1, O &
AC.
LANE lam/ ) -d
START END AREA AB EE G - 3 =
✓, 7 2
AC.
MIDDLE AREA (� G 9'7 r ,�' A/ -sue;
/ 4�1
AC.
STOP END AREA TABLE
AC
TOTAL AREA ( a. �'7, td -! G. 60
LANE (2)-A
START END AREA (TABLE N�a =
(� . GU
AC.
MIDDLE AREA � y3 =
AC.
STOP END AREA (TABLE r4 - F ) =
T)
D , 5-7
AC.
TOTAL AREA 5a � 0, 5 % -
. ,' . 4
AC.
LANE (fd) -8
START END AREA (TABLE agO -f
AC.
MIDDLE AREA r/ 7' �' =
AC.
STOP END AREA (TABLE _ /��) _-
O. 0 0
AC.
TOTAL AREA ( 0.91o', 2� -/ a r 0 _
3.1 11
AC.
START END AREA (TABLE - ) =
AC -
MIDDLE AREA ( - -_ �_-
AC.
STOP END AREA (TABLE _
AC.
TOTAL AREA �) T
AC -
LANE F
START END AREA
TABLE FE80 - d =
v %
AC.
MIDDLE AREA (
a 7 ` /G' 1/'�6!�} _
/, e -
AC
STOPEND AREA
LE �- f-
AC
TOTALAREA
1. 9 =
3. x
AC.

i ,4/S 17E 61S7E/r
FARM
LANE (6D
START END AREA TABLE Cq4 _a = 6.(.(, AC.
MIDDLE AREA ( `D. f 4W T 41 566 L 1, 5( AC.
STOP END AREA (TABLE 4��2 - F _) _ , . z1 f AC.
TOTAL AREA ( U._6 _ f /. f O, U�) = a .'11- AC.
�� U
START END AREA TABLE
MIDDLE AREA != AC.
STOP END AREA (TABLE _ _ _ AC.
TOTAL AREA ( _ .. ) = AC.
START END AREA UMLE
A .
MIDDLE AREA
- AC.
STOP END AREA (TABLE
= AC.
TOTAL AREA (
1= AC.
LANE ( )
START END AREA (TABLE - }-� - - AC.
MIDDLE AREA ( - _ _)�_ AC.
STOP END AREA (TABLE _ ) = _ AC.
TOTAL AREA ( - ) - AC.
LANE( )
START END AREA (TABLE - - = - -AC.
MIDDLE AREA (-- ) - _ AC.
STOP END AREA (,TABLE ) = AC.
TOTAL AREA (_ -_ AC.
LANE (
START END AREA (TABLE „ _ _,.,...,., ) _ , . AC.
MIDDLE AREA (. - _ _ ) =.. AC.
STOP END AREA ("ABLE �) = AC.
TOTAL AREA _._ �_ AC:
START END AREA (TABLE 1T T AC.
MIDDLE AREA ( -- _ _ _ _ AC.
STOP END AREA (TABLE - AC.
TOTAL AREA

Lo4ij
LEiVG1ru
PAI- i PJ17
•7,4
-5 -r*17 r eAlp
ci-e
-7joKrcAA>
.1407,64-
95'
6 qO 4 -r
0. qq,9."
gal
d96
315"
;117'
4 -6
91:5
-6
0, 4
r
A17
80 %0
ol T7
-X
E630 -0
q 9
E )O -
go
36
997
E690 -13
0,'7 9
EE80 - F
0 5
S(flo
-Alw=
)-9 7'
D
s
EE so -
;4o
:�q I'
go - &
0
EE�-,o - ff
0,'5 q
d14 0
6971
El - A
rl At—
Jq
6 0,%
3 5
91
19
Al
- - 09
80�rn—
3
d17'
-80 - F
EC
0-'Slpc,
-6
3(5'
d i l
-e
o,,717
_i
F.3T
j8g
-S/A/y,Lc
/0,0%'
J/
()97
F3
C104 -13
F
HAI-F PULL

State of North Carolina
Department of Environment
and Natural Resources
Michael F. Easley, Governor
William G. Ross Jr., Secretary
Kerr T. Stevens, Director
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
Travis Register
Travis Register
PO Box 244
Turkey NC 28393
Dear Travis Register:
1 09ow'A
•
Ad
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
February 5, 2001
Subject: Notification for Wettable Acre Determination
Animal Waste Management System
Travis Register
Facility Number 82-303
Sampson County
A letter dated January 15, 1999 was sent to advise you about concerns associated with Certified Animal
Waste Management Plans and the method by which the irrigated acres within the plans were calculated. Only
the acres that are wetted can be credited in the waste management plan as receiving waste application. Any
acreage within the plan that can not be reached by waste application equipment can not be used as part of your
plan.
An evaluation by Scott Faircloth on 7/23/99 was made to review the actual number of acres at your
facility that receive animal waste during land application. The evaluation of your facility has yielded one of
the following two results as indicated by the box marked with an "X".
Category 1:
❑ The evaluation of your facility could not be completed due to a lack of information. Please
contact your Technical Specialist to assist in providing Scott Faircloth the necessary
information to potentially exempt your facility from undergoing a complete wettable acre
determination. Please submit this information to Scott Faircloth, at 225 Green Street, Suite
714, Fayetteville, NC 28301, within in 90 days of the receipt of this letter. If you have any
questions please contact Scott Faircloth at [phone]. If within 90 days you are
unable to provide Scott Faircloth with the information you are automatically required
to complete a Wettable Acre Determination as described by Category 2 below, within
180 days of receipt of this letter.
1617 Mail Service Center, Raleigh, North Carolina 27699-1617 Telephone [phone] Fax [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled110% post -consumer paper

Notification for Wettable Acre Determination
Animal Waste Management System
Page 2
Category 2:
Your facility has been identified by the Department of Environment and Natural Resources
as a facility that may have overestimated the number of acres actually receiving animal
waste. Therefore, some or all of your fields may be exceeding the allowable loading rates
set in your Certified Animal Waste Management Plan.
In order to resolve this issue, please contact a designated Technical Specialist to have him
or her conduct a Wettable Acre Determination for your facility. The Technical Specialist must
be one that has been approved by the Soil and Water Conservation Commission to conduct
Wettable Acre Determinations. Many Technical Specialist with the N.C. Cooperative Extension
Service, the Soil and Water Conservation Districts, the Natural Resources Conservation
Service, and the Division of Soil and Water Conservation have received this special
designation. You may also contact a private Technical Specialist who has received this
designation, or a Professional Engineer.
All needed modifications to your Animal Waste Management System must be made and
the Wettable Acres Determination Certification must be returned to DWQ within the next
180 days. If the needed modifications are not made and if the form is not returned within the
required time, DWQ will be forced to take appropriate enforcement actions to bring this facility
into compliance. These actions may include civil penalty assessments, permit revocation,
and/or injunctive relief.
Once a Wettable Acre Determination has been completed, a copy of the attached Wettable
Acre Determination Certification must be submitted to the address listed on the form. Please
note that both the owner and the Technical Specialist must sign the certification. A copy of all
the Wettable Acre Determination documentation that applies to your Waste Utilization Plan
must be kept at your facility. DWQ and the Division of Soil & Water Conservation Staff will
review all documentation during their annual visit of your facility. An additional copy must by
kept on file at the local Soil & Water Conservation District Office. Please note that if you install
or modify your irrigation system, a designated Irrigation Specialist or a Professional Engineer
must also sign the Wettable Acre Determination Certification.
Please be advised that nothing in this letter should be taken as removing from you the responsibility or
liability for failure to comply with any State Rule, State Statute, Local County Ordinance, or permitting
requirement.
If you have any questions regarding this letter, please do not hesitate to contact Sonya Avant of our
Central Office staff at [phone] ext. 571.
Sincerely,
% �7- - -�--
Kerr T. Stevens
cc: Fayetteville Regional Office
Sampson County Soil and Water Conservation District
Facility File
Dogwood Farms

Wettable Acres Determination Certification
Name of Facility: Facility Number: TIZ - 3o 3
Owner(s) Name: �.�' ,f c., -s Phone No: 533 d+o -7
Mailing Address: /20'& oy c a C313
By signing this form, the facility owner and Technical Specialist acknowledge the completion of the
Wettable Acres Determination. All necessary Wettable Acre Determination Field Data Sheets and
calculations were completed to conduct a Wettable Acre Determination. The facility's Waste
Utilization Plan has been amended as necessary to reflect actual wetted acreage. A copy of all
worksheets, calculations, and other Wettable Acres Determination documents, along with the
applicable Waste Utilization Plan and Wettable Acre Determination Certification will be filed with
the local Soil and Water Conservation District. A copy will also be kept on site with the Certified
Animal Waste Management Plan. Any future modifications must be approved by a technical
specialist and filed with the Soil and Water Conservation District prior to implementation. If any
modifications to the existing irrigation system or any new irrigation equipment was required to
adequately address the waste management needs of this facility, an Irrigation Specialist or
Professional Engineer has certified the design and installation below.
Owner Name: J ACC
Owner Signature:
Technical Specialist Name:
Technical Specialist Signature:
G- /1�,�.�J�• J�
Date: S o
Date: 0 /
If assisted by an Irrigation Specialist or Professional Engineer please read and sign below:
Animal waste application equipment has been designed or modified to apply waste as necessary to
accommodate the waste management plan and according to NRCS Standards. Animal waste
application equipment has been installed according to NRCS Standards and is ready for use.
Irrigation Specialist/PE Name:
Irrigation Specialist/PE Signature:
Submit this form to:
Attn: Sonya Avant
Non -Discharge Compliance Unit
Division of Water Quality
1617 Mail Service Center
Raleigh, NC 27699-1617
Date:
WADC - 7/99

131.59 1214�!
42 Y 5L62.99
lf7 lf7
16
Yl
-�. -- - �' 1 .,11, _ r,�.r±+X✓• Mtn"-_ y,' ' ' � '4A E _
24
ru
.a• �,s � � >f .�•a�. ,•�.:� �}f�t .L..� �� ''+'.� •ice. Ic-•cii. ��y....,,�,]? �FTyrt�'Cp�=\�.h� '.+�.
�.% � rff f � / .ty th+�li`"i` � '.e3 rr �R -- i �AT'.�}4•L --{�! '+r� q•� .. Sy y:�;..
r' Z.i -� lam} rff � �.. •ti y1k'v'° +•Z - i� t t�:s r.11".y .r i'� •*.va� :� s?•" `i.
U CJ j w. r-•r-�•-c- "r' `t_`. ' C
92 +
7't. t<'
787 J T- fi �iLopi.(11ONA)
77.71
•t , rY yr �� / i� .T. L+' jt ice' i� w , ! ., ! .
if
• y`
�, _ 'l�. .. rl. - ��,': , fir•: ,,�r�1: � �'•. .�. ..�C;r�C . , 4,�7+�.�\;

n sf y,rares.� � -� sb •:•E y - fir`__ � -r! � --_ � � I 'T l � -1 a � • , ` - - i .. �,y, ,_w.. r•a.
.-N rill
Jy �✓- i ,,� sJti l "r/�rJg rlf 1 r:j; � y r�'� ? rr.., �, �9• `` � � r ��,... g .3� 1 �,,,•'
i S S ` 1 !yam `. 4 ,4 1 a r '�1 f..•"� V w. - _
l
�. rw r 4 a � I� I ,°s � .•w.. - f j\7 .` A' �'� _ a.• �.S �'<•ti, > „y.d -
°` _ " v.,,.l„•ir r � r os � � , 4r r a, ! I a +,ap .' JJ( �L_
r� \ � �! 1,p / � f5 i r,i•' -- �� �.. � �11 r�� _ 'S !1� �!f �'•yl• ._.c
.,. � d Ii�4 �,_ -+-� �l4 l ,1! .; � I ``•I � �\ 0 r y39°r i + " � f� i~ - r ,{���
'�°"~ .� � . `�' .Yu - - �- - � fl - � P �.. °oen,a. �. 4 , �l-;_-_4 r•• 4 y A`�� w 1 f
s+ns,r 'y°�,. ! s iJ �'a 1''1 •_9-l/'w �� ' �i ,'3i ti i +� 1
:�` �.r{�`'• - I` yy; ,{ �•t I \ f�l - �� t � � `�...� - ' �"1j �•+ ,\� 1 � _ ti �a, - � : °....rn,
�� � ,F ;- u w j cw • ter. \\ �. � ��_ _ t.` �` � � q, '�'` > } i . i q ,,. _ -- _ � �� - 1 ., -
y ; •T d a �
��y ,•v "���,r r_ � �rt\O ,{ ~', 1 ` i•' �+� a.' �0'* �,t: - y� �G 4r"F
I .A urs 1 f _ __ • aJ',', '�• - - / n �4• �- Y� off, i,,� `
* o`. _ a � + w�, Y - 1 � kw , 'I \` l •• � lar lr► A . r' � 1 T' - a, �`�•�_.
n� � \ I TEA � - '� r r �... ;! o • r , •: _� ` � ` 1� .
Y
P
n•.p+W I 1 1 ,
rs ,
. ` M ,�, �,� uW r 7S a � _ w' � Rt • � r_ � Jf r, �, >' . a_�J ` ..d d/
• -- I 'r+r �,.r . � w r,w' Car �- °� —\� , � "r ° + "'��ri„r°� ;,
I
j''
° ° � _ ) .� r y � f-tip_ ,_ � ,.+ j •t 9 1 _ .. ,..:ei� 1• '_ �;7 - .�.' ,
71 It s I � ,�. ��• IL � �_, r � r � �
'� ,�, • + •i, i.,. ^ srwa r !� �` � .����\._ `'+'••9 — new \ � d r� f" � �! • � r1
� � �� � ` � •pry \ jpj � �. � d�� _ ++s
� y•�� . -./ � , �J. ' a,�.�Ji'•� — �.,,} •ri c11 �r 1. °j�4r,ti. � Y�L "'•�

M i.
JUN-23-99 04:20 PM
A(SC Inc.
Wedrusday, May 26, 1999
Murphy Faruu
Knig Vesterbeek
Land and Nutrient Martagrr
Technical Specialist
PU Box 759
Roar Hill, NC 28458
Deal R r'aig.
P.O2
510 892 7950 P.m
0
I: way good talking with you this morning, It is good to sec you doing well. We arc
imefested in renting our egtupment and de ,eloping a flee: that is helpful to you the
customer. 1 have arrived at the pricing structure enclosed based nn my limited
experience. if you have questions or suggestions, I would like to d1wasti them at your
ccnvenience.
We have always had a good reputation for dependability and fairness as wc11 as
responsiveness. If you need help anytiine day, might, or weekend we will be there for
you zt Murphy to saLfeguard your iDECrCst and preserve your propeM is any way wr
Cqn.
t lcx,k fora-ard tU seeing you noon and working together to solve problems.
Thank you,
I� r
Ronald Uraughon,
Vice hresidcat
sot 11NOTM WAD
DUNK. ;VC: 21334
PH%)NE: (110)192.31V FAX• (9 LO) W-79S0

FSA-4og roa-m-mi
1. FARM NO. NAME & ADDRESS
2. PROCIR.�M YEAR
EGG
4. SERIAL NO.
�z Y-3
. PHOTO NOS.
f
U.S. DEPARTMENT OF AGRICULTURE
Farm Service Agency
MEASUREMENT SERVICE RECORD
5. NAME AND ADDRESS OF PERSON TO CONTACT TELEPHONE NO.
REQUESTPART A - SERVICE •
6. FARM LOCATION
7. KIND OF SERVICE REOUEST
8. PROGRAM CROP OR LAND USE
9. NO. ACRES
10. NO. PLOTS
11. COST
13. BASIC FARM RATE
$
Slake and Reference
Measurement aher Planting
Remeasurement
OTHER (Speafy)
*
79`Y
14. TOTAL ACREAGE COST
$
1 S. TOTAL COST OF
SERVICE Rf TED
$
12. TOTALS ♦
16. PERSON MAKING REQUEST
17. CASH RECEIPT
i hereby agree to pay the cost DI the Service as requested.
A . PAYMENT RECEIVED FOR SERVICES REQUESTED
CK OR MO SH
MA N UE DATEI&V
SIt7;=
S v�
9. SIG UFIE OFFICE EMPLOYE' �' DA
r---- �� 7, U
18, POR RKMEASUREMENT ONLY
19A. SPECIAL INSTRUCTIONS TO REPORTER
A IREFUND FOR (Crop or service)
No elund
B. OUNT j CHECK NO. DATE APPROVAL
RECORDOF •
19B. REPORTER NAME I DATE ISSUED DATE RETURNED
TRACT 20.
FIELD
FNO
22.
CROP OR LAND USE
ACRES DETERMINED
26.
27.
28.
29.
30,
31.
23.
GROSS
24.
DEDUC-
TIONS
25.
NET
'7
l
C o Pc t, nl
S
453
o`4
I
32. MEASURED ACREAGE
46,31
l
33. OFFICIAL ACREAGE
I
34. TOTALS
35. REPORTER: All required determinations for this farm visit have
been made in accordance with applicable procedures.
REP R IDATE
� � 3/ _ D
lt
-•DCERTIFICATION
I have read the measurement service statements and dishonored check statements on the back of the Operators Receipt.
PRODUCER'S INITIALS DATE
This program or activity will be conducted on a nondiscriminatory basis without regard to race, color, religion, national origin, age, sex, marital status, or disability.
t)PERATOIRS COPY OF SERVICE PERFORMED

'�iTr •L". • _ �'~i: - � r ..� � � . � • J. � .. !t,, " - _ r i? ��''"` _ t � ice:
P�RQniJCE= CECA'1I0rI "4 xGATYON EQPNiENT={-.f:.
certify that I�own, have access to) -the
(producer) r
following irrigation equipment:
TYPE IRRIGATION AND SIZE 4poo � .,C_ 6,3-lx c.
AVAILABLE FROM
(atiVncr U! ryui�mcu) JK,-;
I further certify that, through the arrangements I have made concerning irrigation equipment. I �-
will be able to irrigate as necessary according to my waste management plan.
Signature _ Date 3 a "
(pro cer} `Alk,

a
r«*•' r
r'
1
r ' I r i � 1µ • � �1.. w ,^„fit �r�`'ww "F-:':.
ko"
ter 1��� �.. �., ,•a i i_
� �• ,'r a 'L:•!+ '�•ii! //j� , 47' F � � ert{ V:,, :'r' �41 �� ���• yx `r. !t il. �r,y
� pi �' 4. {v ;r • i � j'^,^, . :r %fit' �sw a""F:f`
�',.Grt.i.F, Y- � }��.. 'r.yr r- ':• fir `li 7• ''tr€ r',y `.}�' � �°
:. 3', _ r `r.� t"' n��, ''p'$ � � / � it3 err �� >�•�M ^q�`�9 rrr 4c'�.. �r
,�,'`� { ,,,,. -!� > r - ' L � 1y, ._ 7T I, � ♦ 'R yi1' '., ,Syr�•',�•,y/ .! kr. �tl,y
p .rr ,�' f � p�' � •r �€ ,! : a"' �,rFrti h r '�� "' �•�"+'-ii
iYrL.: � ,i C i,�-..-}. R'!`C� .. <.+.,[.t r, •�''. Yp, ALLY +!S :� i:', r ..*, a' t �?�,5+; `J (.i
;,.'
"► r ',�' • 4 Y+� ';' t`� € _ >rdL `�^ 7 n t .r.' . �,�i R+ �•] r •.,y ,i i.
��` �.iy, r• s�. F � c4 rt `� Fy 's t�.^yr r, . +fir _l. r.�•
r �• 'i,lJ [' � •r _ •• � , '• IN � r �.,a _ ,.�'.' ; ,� �,
OPP
•1./ � �'i,4'I r �L!'tSs .�. .{ i €S. `:k .k. r •� e'.' r € a•1•'.r€',� S .. t» ' E��. '
�.; .€� 6, Irlr - .'r-� r•Y W��, l •r +� +� `it'.ir l !- h'' i'•r R�"p•�'�-at�,y��li s .�`'t�,��.j.
�� °/ry'�l�ta !''q I �' z • . � � � -�r + r '�''p7 5:�.� I r •r ,S, Y
,�� r+' �fl• r y e 'S €,', :fir. ''r .5`` �i<4A '�• -. e+P!� i �li,:�r ,S�-�,•� }q
I •'1' .,r '' "rC..�`,ri „ti ,i'. ,i' ��i1�' :i 1 - ' 7 �'1' •f r�Ij`� t af'�r •1+ '}�

North Catorina state Urranty is a ono- D"rwwnt of Crop science
¢ant urrventy and a oorilauent ratuution
of Tho Urrirorsry of North carotm
CoUsge of Aprfmzura an0 Leta Scioncos
Campus Box 7620
Ral Wgh. NC 27695-7620
919.51526.47
019.515.7959 (fax)
Memorandum
TO: North Carolina Certified T nical Specia ists
FROM: Dr. Jim Green, Chairman
NC State University Forage roduction Workgroup
DATE: June 29, 1998 �/
SUBJECT: Crop Management Practices for Select Forages
Used in Waste Management
The following is a four -page summary of suggestions for management practices for some
forage crops that can be used in waste management plans. These suggestions are a result of
discussions within the NC State University Forage Production Workgroup, a group comprised
of NC State faculty and NRCS agency personnel with expertise with the crops.
There are limited documented research responses of some of these practices on the many soils
and environments where these crops are currently being grown. The Forage Production
Workgroup has taken the available data and used the combined experiences and realistic
estimates of key people to come up with suggestions that will allow farmers to incorporate
these crops and practices into waste management plans. As data become available to
substantiate or refute these suggestions, the Forage Production Workgroup will make
appropriate changes.
Bermuda Overseeded With Cereal Rye and Annual Ryegrass
Currently two types of `ryegrass" are being used for winter overseeding in fields used for
animal waste management. Ce ea rvl is a winter annual smallgrain that looks similar to
wheat, barley and oats. 6mual ryegrass is a winter annual grass that looks much like tall
fescue. Both of these grasses, when growing during the winter on bermuda sod, can have
significant impact on subsequent bermuda yields. In effect, the total yields from an acre
growing the combination of bermuda with these winter annuals will usually yie3d between 1-2
tons more per am than berrnuda growing alone for the year. Therefore, the total amount of
PAN /acre for the year is about 100 lbs more than for bermuda alone. Although cereal rye and
annual ryegrass are suitable crops for overseeding, the management of the crops are different
and thus practices implemented are dependent on the crop selected.

Locator
4M
Y
USGS Aerial Bx=raph
06 SW 199
1 krin SE of Turkey, North Carolina, United States of jui 1984
am
14
M ir
if
- � . l�^ `.=.� . ��+ . • St, Stepan
f
41
VJ
M
2.
e MI
f
do j
em
r. h
n, 5Krn 'w
Photo courtesy of the US Geological Survey.
OrigMetaTag 'o34078h2' Center Lon,Lat= -78.17364,34.98293 Running Time 250 ms Time 1/21/2000 11 :24:27 AM to 1/21/2000 11 :2

�„, - J 'G' !y r. ��r.,�':• .`; r L
v
:�Y'JIM'7 ry
i .t b:±4Jf is ;SiE -4 Fv`f �Y4 4n ..§,C.x
��: F .::: D!'��• ' '' writ ���P� � �••(i.f''a 4 �'o � + � 'i \J'• �4 Aw
!�.it•y '�j;Sfl�4izs"',t rh:,�.s;jt��M�. '+''xiCi;.�� .:.r..• _ 1� •i.� P. ',: r arse '`���
ar
.y 1' .r.'•t Il 'Y r�' � (r � f,f y•;•' � r e . '.' .�-�� I�:� � ��P ,. ,'•' L• 1 T �f ��� 'r^'. •-
Ism
i., a. 4. ��. _ i' ' � �'i3. ,i'�y'. so � ,, •. '�L1� � r /�.���^`, •_�,� � V -.�� .r '. 1 . •: f '� A'
�•, .f �77� �� �,��SI "•� f� , •hv 1 r �� � � _~r.iiiill�.,_-=.�--`.'��� .���i •+'}�.
o. l';% �:'i� , r r �r �� •r F-.� ':i � ';� ,1..7► � � .� �,�� �• '[• I�: i'�.
. sal 'a ?:: ` ;7= �.� ` : �•' ..' ,.�x' �:
`-4��'_ �y P ti '' r � y., p �T "�� . +t 5.:. •:; .':.' r `, ••.. r�-n � ' .� rr•^�.\ � f � .
` M{)' i`1. ��+41.?S� f'. .�', LJ -. I,t� .J n'1 Yi ` i•
Y'n, " ' s ty , .l }1 f � :.� �''.rs;,.;� � ^.rs''.3tj r t", 't \ .:��: �" '•�''�� • s� ¢^. f'•'�i .1 i i
i:..i 1; ( "f %!.: •.� • •� , 6•• L•,i�:[ :,
" 2.'Sr r 1•' �. '7, ^i• +�-k ; i .•' s. , 3 ,. j. , � •�,'p r�'�_}� �.. I `i ,,
,A: )n•, �FAll
.1•�
tir �y, � �:�1'°.`,rv,.., .�•:,- ;�•k� _r':�.�r Iwr,�,� y '•• �'�' 1 ��Y'
DO
JIF
7777
:.�, -� :".• Y��s :� 1: td�•a- I .f�'�.i';:t.i�;•� `�� > �r.."rr tMG ",'L
.r,r i ''" Y +� ,:j� ✓At. .,'t }�i',.r. �.A;:..
Q" L- 4r t Q '►-�c� J1V. +, t r.r sa' 1 y -r `� ,i '�^,. - f". � � :v�r
}l�•t.A� - P :y�;i` I;1 r *•' 4. pf", lqw;,
1, ; '.>, .f^ 1 .t r �,w e77 -'.s.�..
''I .� ���] ! -'F'C• L 'r 3'r Il ,,. `'a. '�'Y'a sF •,t� f-3R Ire- '�
- � ift r: a'� • u``. Y, ��- r 7 -fir, } � r r,f• A�,..
1 r, �- 3 .d i h � � w<' 7 jy S.t.Sr' �'•,�; f"•
1 � 1 ! - � r ,, h , r w^ • •tip-� . , w �: s�i'...yrn '\V '�' r. :` : }��; .�' '' 1 f k
-�«�`.'�, �.•'1.�::,'"� .A •�,:' t .ems, . i'' .9�'rlr `�'�:1}1�•`tr +i; - .� - � � ' Y, t wl ,'� l:.:Y y 'rir, �:i. '�..?
. Km
� `aZ, /J ��� �+ •t' .i i, • rs �,;,;`y`�, r ���?�� rs � ' � , ��:• `I� Y'i rf i'i� � t} � 4,< ,?f
'tee \i j�+• y * L ' i '. ;•�a��'a'�. i21
o�i�•�► t,:F��`' 'tea `sue .,� ...... Yy` �•,•i '
"pY, :ia+1 4 �Y�• r•- K * 1 y� �•.j:�ly4 y Tr ! �'a l'.�j':''.•..= •j ln� �. I
_• 1�} ,.�; y trs,.--�,[ J+y..+. +�'n �•.• �: �r,y� r ,r .�i s'r r
w* * .i -, � 5- u1, ' !' �� .tn�, fr i}. ..yam• " - � • • 1 ,
�, 4 4�i. yr,M••, �V ,� �:e;�: �,r�i T jf'r �:��' r re it; ,.,,
�T.�'i ��.`'r#' �lf$.ns7i► ,i � ,,,� �'3� ,.'it'y �t'� �•, �E,�:s p..i-. ,� •`�'

BRR+104 - WO Fax:[phone] Dec 19 '96 11:39 P.02/04
DECEMBER 121 1996
MS. SUE HOMEWOOD
DWQ
WATER QUALITY SECTION
PO BOX 29535
RALEIGH, NC 27626
REFERENCE FACILITY : 82 - 303
DEAR MS HOMEWOOD:
ENCLOSED PLEASE FIND MY LETTER OF NOVEMBER
10, 1996 IT WAS RETURNED TO ME BY THE POST OFFICE AS
UNDELIVERABLE. AFTER INVERSIGATION, I FOUND THAT I HAD MADE
A MISTAKE IN THE ADDRESS. I' M SORRY. IF YOU HAVE ANY
QUESTIONS PLEASE CALL.
TRAVIS REGISTER
Kt+W NED
DEC 13 1"6
FAQ'! RLES iMMfMi UST

Wo Fax:[phone]M Dec 19 ' 96 11:39 P. 03/Q4
r»z
a=-.: NOVEMBER 10, 1996
MS. SUE HOMEWOOD
DWO
WATER QUALITY SECTION
Po BOX 29535
RALEIGH, NC 27626
REFERENCE FACILITY : 82 — 303
DEAR MS HOMEWOOD:
THIS LETTER IS IN FOLLOW UP TO OUR RECENT
TELEPHONE CONVERSATION REGARDING CERTIFICATION OF FACILITY
82 — 303. AS PER OUR CONVERSATION I AM,BY THIS
LETTER,EXPLAINING WHAT HAPPENED WITH THE CERTIFICATION.
THE FACILITY ORIGINALLY STARTED AS A 2448 TOPPING
OPERATION AND WAS REGISTERED AS SUCH WITH THE DEM. IT WAS
EXPANDED TO 4896. I HIRED A PRIVATE FIRM TO DESIGN THE NEW
LAGOON. SAMPSON COUNTY SOIL CONSERVATION OFFICE APPROVED
THE LAGOON DESIGN AND DESIGNED A WASTE MANAGEMENT PLAN FOR
THE ENTIRE FARM. WHEN SOIL CONSERVATION CAME TO CHECK THE
LAGOON CONSTRUCTION, THE REPRESENTATIVE TOLD US THAT HE
WOULD TAKE CARE OF THE CERTIFICATION. SINCE WE HAD
SPRIGGED THE HAY AND SEEDED THE LAGOON WE UNDERSTOOD FROM
OUR CONVERSATION WITH HIM THAT HE MEANT CERTIFYING THE
LAGOON AND WASTE MANAGEMENT PLAN.
I THOUGHT EVERYTHING WAS OK UNTIL I HEARD FROM YOU
THAT THE FACILITY WASN'T CERTIFIED. THE PROBLEM IS THAT
SINCE HURRICANES BERTHA AND FRAN A LARGE PORTION OF THE HAY
CROP WAS DESTROYED, SOME GRASS DAMAGE WAS SUSTAINED ON THE
LAGOON WALLS. THIS MAKES THE FARM UN ABLE TO BE CERTIFIED
UNTIL THE BERMUDA GRASS CAN BE SPRIGGED IN THE SPRING.
WE HAVE WORKED VERY HARD TO COMPLY WITH DEM RULES
AND REGULATIONS AND WILL CONTINUE TO DO SO IN EVERY WAY .
THERE HAS BEEN NO RUNOFF OR LEAKAGE OR LAGOON SPILLS ON
THIS FARM AT ANY TIME AND WE ARE PLANTING WINTER COVER
CROPS TO PUMP LAGOONS ON UNTIL HAY CAN BE SPRIGGED IN
THE SPRING.
I HAVE, SINCE THIS HAPPENED, HIRED GINO KENNEDY OF
AGRIMENT SERVICES TO REDESIGN THE FACILITY WASTE MANAGEMENT PLAN AND TO SEE TO IT THAT ALL PHASES OF CERTIFICATION ARetwVED
COMPLETED AND CERTIFIED WITH DEM AS SOON AS POSSIBLE. -
I'M SURE THAT YOU WILL BE HEARING FROM HIM SOON. DEC 13 l"i
FM+I Rw-s ms"mNr uNrr

Io Fax: [phone]
Dec 19 '96 11:39 P.04/04
I THANK YOU FOR YOUR TELEPHONE CALL AND FOR YOUR TIME.
SHOULD YOU HAVE ANY FURTHER QUESTIONS, PLEASE FEEL FREE TO
CALL.
SINCERELY,
TRAVIS REGISTER

f 1 1
State o North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
.lames B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
A. Preston Howard, Jr., P.E., Director
Travis Register
S&T/Travis Register Farm
PO Box 244
Turkey NC 28393
Dear Travis Register:
IT
A
••
y m W
NCDENR
N ENT OF
E►JVIRO g6 URGES
August 18, 1998
AL!, 2 u 1998
FAYETTEVILLE
REG. OFFICE
Subject: Certificate of Coverage No. AWS820303
S&T/TravisRegi.ster Farm
Swine Waste Collection, Treatment,
Storage and Application System
Sampson County
In accordance with your application received on June 9, 1998, we are forwarding this Certificate
of Coverage (COC) issued to Travis Register, authorizing the operation of the subject animal waste
collection, treatment, storage and land application system in accordance with General Permit
AWG100000. This approval shall consist of the operation of this system including, but not limited to,
the management of animal waste from the S&T/Travis Register Farm, located in Sampson County, with
an animal capacity of no greater than 4896 Feeder to Finish and the application to land as specified in
the Certified Animal Waste Management Plan (CAWMP).
The COC shall be effective from the date of issuance until April 30, 2003. Pursuant to this COC,
you are authorized and required to operate the system in conformity with the conditions and limitations
as specified in the General Permit, the facility's CAWMP, and this COC, with no discharge of wastes to
surface waters. An adequate system for collecting and maintaining the required monitoring data and
operational information must be established for this farm. Any increase in waste production greater than,
the certified design capacity or increase in number of stocked animals above the number authorized by
this COC will require a modification to the CAWMP and this COC and shall be completed prior to
actual increase in either wastewater flow or number of animals.
Please be advised that any violation of the terms and conditions specified in this COC, the General
Permit or the CAWMP may result in the revocation of this COC, or penalties in accordance with NCGS
143-215.6A through 143-215.6C including civil penalties, criminal penalties, and injunctive relief.
Upon notification by the Division of this COC's expiration, you shall apply for its renewal. This
request shall be made within 30 days of notification by the Division.
This COC is not automatically transferable. A name/ownership change application must be
submitted to the DWQ prior to a name change or change in ownership.
P.D. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

Certificate of Coverage AWS820303
S&T/Travis Register
Page 2
If any parts, requirements, or limitations contained in this COC are unacceptable, you have the
right to apply for an individual non -discharge permit by contacting the engineer listed below for
information on this process. Unless such a request is made within 30 days, this COC shall be final and
binding.
The subject fifth".is`locateXin the Fayetteville Regional Office. The Regional Office Water
Quality Staffmay'>e reached of [phone]. If you need additional information concerning this
COC or the General Permit, please contact Sue Homewood at [phone] ext. 502.
Sincerely
�[ A. Preston Howard, Jr., P.E.
cc: (Certificate of Coverage only for all cc's)
Sampson County Health Department.
Fayetteville-Regiorial Of ice, WaterQuality ecS dii�
Sampson County Soil and Water Conservation District
Permit File

t � 3`
1 �ECE:.IVEf)
r • VVAf ER QUTA liY SEC i iON
State of North Carolina
Department of Environment and Natural Resources 'JUN 91998
Division of Water Quality
Non -Discharge Permit Application Form I,'on-Djsc} aTe permitting
(THIS FORM MA Y BE PHOTOCOPIED FOR USE AS AN ORIGINAL)
General Permit - Existing Liquid Animal Waste Operations
The following questions have been completed utilizing information on file with the Division. Please
review the information for completeness and make any corrections which are appropriate. If a
question has not been completed by the Division, please complete as best as possible. Do not leave
any question unanswered.
GENERAL INFORMATION:
1.1 Facility Name. S&T/Travis Re ister
1.2 Print Land Owner's name: Travis Resister
1.3 Mailing address: PO Box 244
City, State: Turkey NC _ Zip: 2Ss393
Telephone Number (include area code): 910-533-2I07
1.4 County where facility is located: Sampson
1.5 Facility Location (Directions from nearest major highway. Please include SR numbers for state roads. Please include a
copy of a county road map with the location of the farm identified): SR. 1911 1 mi. south of Turkey on left
1.6 Print Farm Ma ig;e4%_qame (if different from Land Owner):
1.7 Lessee's / me to ' n if applicable; please circle which type is listed): Cargill
1.8 Date Facility Originally Began Operation: 01/01/92
1.9 Date(s) of Facility Expansion(s) (if applicable): V16
2. OPERATION INFORMATION:
2.1 Facility No.: ^82 (county number); _303 (facility number).
es 2.2 Operation Dcripi on: Swine operation
Teeder to Finish
4896- CertifiedFy
sign Capacity
Is the above information correct? s; �no. If no, correct below using the design capacity of the facility
The "No. of Animals" should be the maximum number for which the waste management structures were designed.
Type of Swine No. of Animals Type of Poultry No. of Animals Type of Cattle No. of Animals
Wean to Feeder Layer Dairy
Feeder to Finish Non -Layer Beef
Farrow to Wean (# sow) Turkey
Farrow to Feeder (# sow)
Farrow to Finish (# sow)
Other Type of Livestock on the farm: No. of Animals:
FORM: AWO-G-E 1/28/98 Page 1 of 4 82 - 303

0
2.3 Acreage cleared and available for application (excluding all required buffers and areas not covered by the application
system): 72 ; Required Acreage (as listed in the AWMP): 64.56
2.4 Are subsurface drains present within 100' of any of the application fields? YES oi
(please circle one)
2.5 Are subsurface drains present in the vicinity or under the lagoon(s)? YES or(please circle one)
2.6 Does this facility meet all applicable siting requirements? (Swine Farm Siting Act, NRCS Standards, etc.) (Swine Only)
YES r NO (please circle one)
What was the date that this facility's swine houses and lagoon were sited? i0 ~ Cl —
What was the date that this facility's land application areas were sited? 6 ` S -
REQUIRED ITEMS CHECKLIST
Please indicate that you have included the following required items by signing your initials in the space provided next to each
item.
Applicants Initials
3.1 One completed and signed original and one copy of the application for General Permit - Animal 1
Waste Operations;
tL
3.2 Two copies of a general location map indicating the location of the animal waste facilities and
field locations where animal waste is land applied; Or, iL
3.3 Two copies of the entire Certified Animal Waste Management Plan (CAWMP). If the facility
does not have a CAWMP, it must be completed prior to submittal of a general permit T�
application for animal waste operations.
The CAWMP must include the following components:
3.3.1 The Waste Utilization Plan (WUP) must include the amount of Plant Available
Nitrogen (PAN) produced and utilized by the facility.
3.3.2 The method by which waste is applied to the disposal fields (e.g. irrigation,
injection, etc.)
3.3.3 A map of every field used for land application.
3.3.4 The soil series present on every land application field.
3.3.5 The crops grown on every land application field.
3.3.6 The Realistic Yield Expectation (RYE) for every crop shown in the WUP.
3.3.7 The PAN applied to every land application field.
3.3.8 The waste application windows for every crop utilized in the WUP.
3.3.9 The required NRCS Standard specifications.
3.3.10 A site schematic.
3.3.11 Emergency Action Plan.
3.3.12 Insect Control Checklist with chosen best management practices noted.
3.3.13 Odor Control Checklist with chosen best management practices noted.
3.3.14 Mortality Control Checklist with the selected method noted.
3.3.15 Lagoon/storage pond capacity documentation (design, calculations, etc.)
If your CAWMP includes components not shown on this list, such as an irrigation design,
or site evaluation, please include the additional components with your submittal.
FORM: AWO-G-E 1/28/98 Page 2 of 4 82 - 303

Facility Number: 82 - 303
Facility Name: S&T/Travis Register
4. APPLICANT'S CERTIFICATION:
1, TA ft1i r— S R 15 6_re fL_ _ (Land Owner's name listed in question l .2), attest that
n
this application for 51PIV ] r� � !{ leb"- Is Tomk (Facility name listed in question 1.1)
has been reviewed by me and ig 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 willbereturned to me as incomplete.
Signature V J ✓ZC.t•V%c%�- _ _ Date / 1�
5. MANAGER'S CERTIFICATION: (complete only if different from the Land Owner)
(Manager's name listed in question 1.6), attest that this
application for (Facility name listed in question 1.1)
has been reviewed by cne and -is accuratc 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 requiredsupp6rting information and attachments are not included, this application
package will be returned as incomplete.
Signature
Date
THE COMPLETED APPLICATION PACKAGE, INCLUDING ALL SUPPORTING INFORMATION AND MATERIALS,
SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DIVISION OF WATER QUALITY
WATER QUALITY SECTION
NON -DISCHARGE PERMITTING UNIT
POST OFFICE BOX 29535
RALEIGH, NORTH CAROLINA 27626-0535
TELEPHONE NUMBER: [phone]
FAX NUMBER: [phone]
FORM: AWO-G-E 1/28/98 Page 3 of 4 82 - 303

1.,
-"-Moo
wK.
sn",
K old '"m
41q:
mp—
X,
cut
pas
Wn
Tv
All
only:
0!,q 7
7
IQ
I

Animal Waste Management Plan Certification
(please "or print all information that does not require a signature)
Name of Farm: %,Q j Ir C- 61s 7E.e Facility No: 8,.7- - 3 o 3
Owner(s) Name:_ Tehil s Aa is A.- _ Phone No: 910 - S&3-ayo7
Mailing Address: G2RU 2.3
Farm Location: County Farm is located in: Sa.►dso.,
Fourteen Digit Hydrologic Unit:
Latitude and Longitude: 3 y ° 5 S -2,0 I 7$ P /,a - 5o �Integrator: ;
Please attach a copy of a county road map with location identified and describe below (Be specific:
road names, directions, milepost, etc.): /n:/,- S e -'Z,e,% 9A .S_/Z/g[/
Q2 ion Description:
7jpe of Swine No of Animals
0 W eeder
ceder to Finish y996
Q Farrow to Wean
0 Farrow to Feeder
p Farrow to Finish
() Gilts
0 Boars
73ppe of Poultry
()Layer
opullets
Other Type of Livestock:
No of Animals 2}pe of Cattle No of Animals
QDairy
QBeef
Number of Animals:
Expanding Qperatron .Only
Prrvious Desrgri Capacity y9ao7i �lddrtronal Deign CapactTotal Durgn Capacity.- /
Acreage Available for Application: Z-A Required Acreage:_ /. S6
Number of Lagobns/Storage Ponds: oZ Total Capacity: 9dy pa Cubic Feet (0)
Are subsurface drains present on the farm: YES or a (please circle one) •mac /4aa'"[. v
If YES: are subsurface drains present in the area of the LAGOON or SPRAY FIELD (please circle one)
Owner/Manager Agreement
1(we) verify that all the above information is correct and will be updated upon changing. I (we) understand the operation and maintenance
procedures established in the approved animal waste management plan for the farm named above and will implement these procedures. I (we)
know that any expansion to the existing design capacity of the waste treatment and storage system or construction'of new facilities will require a
new certification to be submitted to the Division of Environmental Management before the new animals are stocked, I (we) understand that there
must be no discharge of animal waste from the storage or application system to surface waters of the state either directly through a man-made
conveyance or from a storm event less severe than the 25-year, 24-hour storm and there must not be run-off from the application of animal
waste. 1 (we) understand that run-off of pollutants from lounging and heavy use areas must be minimized using technical standards developed by
the Natural Resources Conservation Service. The approved plan'wiu be filed at the farm and at the office of the local Soil and Water
Conservation District. I (we) know that modification must be approved by a technical specialist and submitted to'thc Soil, and Water Conservation
District prior to impicmentation. A change in land ownership requires written notification to DEM or a new certification (if th&approved plan is
changed) within 60 days of a title transfer.
Name of Land Owner:
Signature:
Date: i.i
Name of Manager (if differentvfroln owner):
Signature: Date:
AWC — August 1, 1997 1.

Technical Specialist Certification
I. As a technical specialist designated by the North Carolina Soil and Water Conservation Commission pursuant to 15A
NCAC 6F .Oo05, I certify that the animal waste management system for the farm named above has an animal waste
management plan that meets or exceeds standards and specifications of the Division of Environmental Management (DEM) as
specified in 15A NCAC 2H.0217 and the USDA -Natural Resources Conservation Service (NRCS) and/or the North Carolina
Soil and Water Conservation Commission pursuant to 15A NCAC 2H.0217 and 15A NCAC 6F .0001-.0005. The following
elements are included in the plan as applicable. While each category designates a technical specialist who may sign each
certification (SD, Sl, WUP, RCJ) the technical specialist should only certify parts for which they are technically competent.
H. Certification of Design
A) Collection, storage._Treatmot Systern
Check appropriate box
( Existing fg acilitXwithout retrofj (SD or WUP)
Storage volume is adequate for operation capacity; storage capability consistent with waste utilization requirements.
() tlew, expanded or Mtrofitted faciljty (SD)
Animal waste storage and treatment structures, such as but not limited to collection systems, lagoons and ponds, have
been designed to meet or exceed the minimum standards and specifications.
Name of Technical Specialist (Please Print)
Affiliation: Agriment Services Inc Date Work Completed: 61i�14i, g/sc/vy
Address(Agency)Beulavllle, NC 28518 Phone No:
9 568-2420 919 658-0707
Signature:A 4-Z Date: �� _ _ 9 7
B) Land Application Site MUM
The plan provides for minimum separation (buffers); adequate amount of land for waste utilization; chosen crop is
suitable for waste management; hydraulic and nutrient loading rates.
Name of Technical Specialist (Please Print):
Affiliation: Agriment Services Inc
Date Work Completed: 9��%y
Address (Agency): Beulaviile, NC 28518
Phone No:
Signature:
Date: 1.2 - g
C) Run ff d000rttrols from Exterior Lots
ChecC"appropriate box
( Facility without exterior lots (SD or WUP or RC)
This facility does not contain any exterior lots.
() Facility with exterior lots (RC)
Methods to minimize the run off of pollutants from lounging and heavy use areas have been designed in accordance
with technical standards developed by NRCS.
Name of Technical Specialist (Please Print):
blfRr � Cam
Affiliation: Agriment Services Inc
Date Work Completed: �� It
Address (Agenc Beulaville, NC 28518
568-242
Phone No.:
Signature:
Date: 42 _g—f 7
AWC -- August 1, 1997 �" 2

C) Runarff Confals f (RC)
Fag lity with exterior lots
Methods to minimize the run off of pollutants from lounging and heavy use areas have been installed as specified in
the plan.
For facilities without exterior lots, no certification is necessary.
Name of Technical Specialist (Please Print):
Affiliation: Agrtment Services Inc Date Work Completed:
Address(Agency): Beulaville, NC 28518 Phone No.:
91 9 568-242D 91 9 658-0707
Signature: Date:
D) A2nlicatin 11nd Handy EquiRment Insiallation (WUP or n
Check the propriate block
( Animal waste application and handling equipment specified in the plan is on site and ready for use; calibration and
adjustment materials have been provided to the owners and are contained as part of the plan.
() Animal waste application and handling equipment specified in the plan has not been installed but the owner has
proposed leasing or third party application and has provided a signed contract; equipment specified in the contract
agrees with the requirements of the plan; required buffers can be maintained, calibration and adjustment guidance have
been provided to the owners and are contained as part of the plan.
() Conditional approval: Animal waste application and handling equipment specified in the plan has been purchased
and will be on site and installed by (month/day/year); there is adequate storage to
hold the waste until the equipment is installed and until the waste can be land applied in accordance with cropping
system contained in the plan; and calibration and adjustment guidance have been provided to the owners and are
contained as part of the plan.
Name of Technical Specialist (Please Print): 61-We ",,re
Affiliation: Agrtment Services Inc Date Work Completed:
Address(Agency): Beulavllle, NC 28518 Phone No.:
t 9 568-2420 919 658-0707
Signature:Z -- � Y � VA Date: D /T
The followiri ignature bloclf iWy too used when the box for conditional approval in4H D above has been checked.
I (we) certify that I (we) have committed to purchase the animal waste application and handling equipment as specified in my
(our) waste management plan and will submit to DEM a verification of delivery and installation from a Technical Specialist
within 15 calendar days following the date specified in the conditional certification. I (we) realize that failure to submit this
verification is a violation of the waste management plan and will subject me (us) to an enforcement action from DEM.
Name of Land Owner:
Signature: Date:
Name of Manager(if different from owner):
Signature: Date:
E) Odor Control. Insect Control and Mortality Management (SD,SI.WUP.RC orI)
Methods to control odors and insects as specified in the Plan have been installed and are operational. The mortality
management system as specified in the Plan has also been installed and is operational.
Name of Technical Specialist (Please Print);
J ' n
Affiliation: Agrtment Services Inc
Date Work Completed:
Address (Agency eulavllle, NC 28518
( g Y) 919 8-2420 19 6 8-0707
Phone No.:
Signature: t
Date:
AWC -- Au 9A
1, 1997

M. Certification of Installation
A) Trtaont!nj InsIallualln
New— edmds or retrgfittc�fachU (SI)
Animal waste storage and treatment structures such as but not fl6tcd to lagoons and poa&, bave been installed in
accordance with the approved plat} to meet or exceed the minimum standards and specifications.
F'or existing facilities without retrofits, no c"fication is ncressary.
Nattte of Technical Specialist (Please Print):
Affiliation:
Address(Agency): Phone No.:
Signature: Date.
S) JAnd Appligglion 5it (WUP)
Cbeck the appropriate box
() The cropping system is in place on all land as specified in the animal waste management plan. '
t-r<onditional Approval: all required land as specified in the plan is cleared for planting, the cropping system as
bpecified in the waste utilization plan has not been established and the: owner has committed to established the
vegetation as specified in the plan by G I (month/day/year); the proposed cover crop is appropriate for
compliance with the waste utilization pltd.
(� Alw check this box if appropriatt
if the cropping system as specified in the, plan can not be rstablishLA on newly cleared land within 30 days of
dais certification, the owner bas comatittud to establish an interim crop for erosion control-,
Nance of Technical Specialist(Please Print): Ronnie G. Kennedy Jr.
Affiliation: Agriment Services Inc Date Work Completed: N�,9
Address(Agency): P U Box 1096 Beulaville, NC 28518-1096 Phone No.: 919-658.0707
Signature; Za:� Date: .. ,
This following signature block is onl to be tried when the box for conditional approval in III.B above has been checked.
I (we) certify that I (we) have committed to establish the cropping system as specified in my (our) waste utilization plan, and if
appropriate to establish the interim crop for erosion control, and will submit to DEM a verification of completion from a
Technical Spmialist within 15 calendar days following the date specifed in the conditional certification. I (we) realize that
failure to submit this verification is a violative of the waste management plan and will subject me (us) to an enforcement action
from DEM.
Name of Land Owner: ,
Signature:
Name or Manger (if different from ow r):
Signature: Date:
Atvr ..._.... . I

Please return the completed form to the Division of Water Quality at the
following address:
Department of Environment, Health, and Natural Resources
Division of Water Quality
Water Quality Section, Compliance Group
P.O. BOX 29535
Raleigh, NC 27626-053S
Please also remember to submit a copy of this form along with the complete Animal Waste Management Plan to the
local Soil and Water Conservation District Office and to keep a copy in your riles with your Animal Waste Management
Plan.
AWC -- August 1, 1997

NARRATIVE OF OPERATION FN 82 343
THIS OPERATION WAS CONSTRUCTED IN 1991 FOR 2448 FEEDER
TO FINISH. IN 1994 ANOTHER 2448 FEEDER TO FINISH OPERATION
WAS CONSTRUCTED. THERE HAS BEEN NO CERTIFICATION
COMPLETED FOR EITHER OF THESE FARMS. NRCS FIELD OFFICE
DESIGNED BOTH OPERATIONS. MR REGISTER SENT A LETTER TO
DWQ ON 14/3/96 INFORMING THEM OF HIS CORRECT DESIGN
CAPACITY ON HIS FARM (4896 FEEDER TO FINISH). PER
CONVERSATION WITH LOU POLETTA OF DWQ ON 12/8/1997 THE
OPERATION SHOULD BE CERTIl4IED AS AN EXPANDING (?)
OPERATION SINCE THE CERTIFICATION IS AFTER THE FACT. MR.
POLLETTA ASSURED ME THIS WOULD NOT BE EFFECTED BY THE
RECENT MORATORIUM IN ANY WAY. THE SECOND OPERATION
WAS IN EXISTENCE PRIOR TO ANY OF THE NC SITING LAWS.
RONNIE G. KENNEDY JR.
TECHNICAL SPECIALIST

WASTE UTILIZATION PLAN FN 82-303 Page 1
DATE 12/08/97
Producer: TRAVIS REGISTER
Location: PO BOX 244
TURKEY, NC 28393
Telephone: [phone]
Type Operation: FEEDER TO FINISH
Number of Animals: 4896
The waste from your animal facility must be land applied at a specified
rate to prevent pollution of surface and/or groundwater. The plant
nutrients in the animal waste should be used to reduce the amount of
commercial fertilizer required for the crops in the fields where waste
is to be applied. This waste utilization plan uses nitrogen as the
limiting nutrient. Waste should be analyzed before each application
cycle. Annual soil tests are strongly encouraged so that all plant
nutrients can be balanced for realistic yields of the crop to be grown.
Several factors are important in implementing your waste utilization
plan in order to maximize the fertilizer value of the waste and to
ensure that it is applied in an environmentally safe manner. Always
apply waste based on the needs of the crop to be grown and the nutrient
content of the waste. Do not apply more nitrogen than the crop can
utilize. Soil types are important as they have different infiltration
rates, leaching potentials, cation exchange capacities, and available
water holding capacities. Normally waste shall not be applied to land
eroding at greater than 5 tons per acre per year. With special pre-
cautions, waste may be applied to land eroding at up to 10 tons per
acre per year. Do not apply waste on saturated soils, when it is
raining, or when the surface is frozen. Either of these conditions
may result in runoff to surface waters which is not allowed under DWO
regulations. Wind conditions should also be considered to avoid drift
and downwind odor problems. To maximize the value of the nutrients
for crop production and to reduce the potential for pollution, the
waste should be applied to a growing crop or applied to bare ground
not more than 30 days prior to planting. Injecting the waste or
disking will conserve nutrients and reduce odor problems.
This plan is based on waste application through irrigation for this
is the manner in which you have chosen to apply your waste. if you
choose to inject the waste in the future, you need to revise this
plan. Nutrient levels for injecting waste and irrigating waste are
not the same.
The estimated acres needed to apply the animal waste is based on
typical nutrient content for this type of facility. Acreage require-
ments should be based on the waste analysis report from your waste
management facility. Attached you will find information on proper
sampling techniques, preparation, and transfer of waste samples to
the lab for analysis.
This waste utilization plan, if carried out, meets the requirements
for compliance with 15A NCAC 2H.0217 adopted by the Environmental
Management Commission.

WASTE UTILIZATION PLAN Page 2
AMOUNT OF WASTE PRODUCED PER YEAR (GALLONS, FT3, TONS, ETC.)
4896 hogs x 1.9 tons waste/hogs/year = 9302.4 tons
AMOUNT OF PLANT AVAILABLE NITROGEN (PAN) PRODUCED PER YEAR
4896 hogs x 2.3 PAN/hogs/year = 11260.8 lbs. PAN/year
Applying the above amount of waste is a big job. You should plan time
and have appropriate equipment to apply the waste in a timely manner.
The following acreage will be needed for waste application based on
the crop to be grown, soil type and surface application.
TABLE 1: ACRES LEASED BY PRODUCER
TRACT FIELD SOIL TYPE & CLASS- CROP YIELD LBS COMM *' ' LBS
DETERMINING PHASE CODE AW N PER ACRES AW
PER AC
AC
USED
APPLIC.
TIME
8471
1 RAINS
C
110
137.5
20 7
822.5
a
8471
--1 RAINS
W
55
110
7
770 �
8471
1 RAINS
DSB
33
132
7
924
8471
2,7,8 NOA
BP
4.6
230
5.5
1265
_
5
8471
--2,7,8 NOA
SG
1
50
5.5
275
8471
unl,un2RAINS
C
110
137.5
20 3.5
411.25
8471
—unluriRAINS
W
55
110
3.5
385 A
8471
unl,untRAINS
DSB
33
132
3.5
462
8471
9 GOA
C
125
156.25
20 3.74
509.575 R`
. 8471
—9 GOA
W
60
120
3.74
448.8
8471
9 GOA
DSB
35
140
3.74
523.6
Total
6796.725
Indicates that this field is being over seeded (.e. interplanted)
or winter annuals follow summer annuals.
NOTE: The applicator is cautioned that P and K may be over applied
while meeting the N requirements. Beginning in 1996 the Coastal Zone
Management Act will require farmers in some eastern counties of NC to .;
have a nutrient management plan that addresses all nutrients. This
plan only addresses Nitrogen, r
6

4
WASTE UTILIZATION PLAN
TABLE 2: CONTINUED ACRES FROM TABLE 1
(Agreement with adjacent landowners must be attached.)
(Required only if operator does not own adequate
land. See required specifications 2.)
TRACT FIELD SOIL TYPE & CLASS- CROP YIELD LBS
DETERMINING PHASE CODE AW N
PER AC
8471
6
RAINS
C
8471 —6
RAINS
W
8471
6
RAINS
DSB
8471
3
RAINS
C
8471 —3
RAINS
W
8471
3
RAINS
DSB
110 137.5
55
33
110
55
33
110
132
137.5
110
132
Indicates that this field is being over seeded (.e. interplanted)
or winter annuals follow summer annuals.
Acreage figures may exceed total acreage in fields due to
over seeding.
Ibs AW N (animal waste nitrogen) equals total required nitrogen
less any commercial nitrogen (COMM N) supplied.
The following legend explains the crop codes used in tables 1 and 2 above:
Page 3
COMM
'"
' LBS
PER
ACRES
AW
AC
USED
20
4.9
575.75
4.9
539
4.9
646.8
20
2.2
258.5
2.2
242
2.2 290A
Total 2552.45
LBS N
APPLY
CROP CODE
CROP
UNITS PER UNIT
MONTH
BH
HYBRID BERMUDA GRASS -HAY
TONS
50
APR-SEPT
C
CORN
BUSHELS
1.25
MAR-JUNE
SG
SMALL GRAIN OVER SEED
AC
50
SEPT-NOV
SA
SUMMER ANNUALS
AC
110
APR -MAY
WA
WINTER ANNUALS
AC
100
SEPT-NOV
BC
HYBRID BERMUDA GRASS -CON GRAZED
TONS
50
APR-SEPT
BP
HYBRID BERMUDA GRASS -PASTURE
TONS
50
APR-SEPT
FC
TALL FESCUE -CON GRAZED
TONS
50
SEPT-APR
FH
TALL FESCUE -HAY
TONS
50
SEPT-APR
FP
TALL FESCUE -PASTURE
TONS
50
SEPT-APR
SB
SOY BEANS
BUSHELS
4
JUN-SEPT
DSB
DOUBLE CROP SOY BEANS
BUSHELS
4
JUN-SEPT
W
WHEAT
BUSHELS
2
FEB-MAR

WASTE UTILIZATION PLAN
Page 3
TABLE 2: CONTINUED ACRES FROM TABLE 1
(Agreement with adjacent landowners must be attached.)
(Required only if operator does not own adequate
land. See required specifications 2.)
TRACT FIELD SOIL TYPE & CLASS- CROP YIELD
LBS
"
" LBS
COMM
DETERMINING PHASE CODE
AW N
PER
ACRES
AW
PER AC
AC
USED
8471
5 GOA C
125
156.25
20
3.12
425.1
I;
8471
—5 GOA W
55
110
3.12
343.2
8471
5 GOA DSB
35
140
3.12
436.8
8471
4 WOA C
100
125
20
5.07
532.35
8471
—4 WOA W
55
110
5.07
557.7
V
�
8471
4 WOA DSB
35
140
5.07
709.8
a
Total
3004.95
Indicates that this field is being over seeded (i.e. interplanted)
or winter annuals follow summer annuals.
Acreage figures may exceed total acreage in fields due to
over seeding.
' lbs AW N (animal waste nitrogen) equals total required nitrogen
less any commercial nitrogen (COMM N) supplied.
The following legend explains the crop codes used in tables 1 and 2 above:
.1BS N
APPLY
CROP CODE
CROP
'UNITS PER UNIT
MONTH
SH
HYBRID BERMUDA GRASS -HAY
TONS
50
APR-SEPT
C
CORN
BUSHELS
1.25
MAR-JUNE
SG
SMALL GRAIN OVER SEED
AC
50
SEPT-NOV
SA
SUMMER ANNUALS
AC
110
APR -MAY
WA
WINTER ANNUALS
AC
100
SEPT-NOV
BC
HYBRID BERMUDA GRASS -CON GRAZED
TONS
50
APR-SEPT
BP
HYBRID BERMUDA GRASS -PASTURE
TONS
50
APR-SEPT
FC
TALL FESCUE -CON GRAZED
TONS
50
SEPT-APR
FH
TALL FESCUE -HAY
TONS
50
SEPT-APR
FP
TALL FESCUE -PASTURE
TONS
50
SEPT-APR
SB
SOY BEANS
BUSHELS
4
JUN-SEPT
DSB
DOUBLE CROP SOY BEANS
BUSHELS
4
JUN-SEPT
W
WHEAT
BUSHELS
2
FEB-MAR

WASTE UTILIZATION PLAN
Page 4
TOTALS FROM TABLES 1 AND 2
ACRES LBS AW N USED
TABLE 1 33.98 6796.725
TABLE 2 30.58 5557.4
TOTAL 64.56 12354.125
AMOUNT OF N PRODUCED 11260.8
BALANCE-1093.325
This number must be less than or equal to 0 in order to
fully utilize the animal waste N produced.
Acres shown in each of the preceding tables are considered to be the
usable acres excluding required buffers, filter strips along ditches,
odd areas unable to be irrigated, and perimeter areas not receiving
full application rates due to equipment limitations. Actual total
acres in the fields listed may, and most likely will be, more than
the acres shown in the tables.
NOTE. The Waste Utilization Plan must contain provisions for periodic
land application of sludge at agronomic rates. The sludge will be
nutrient rich and will require precautionary measures to prevent
over application of nutrients or other elements. Your production
facility will produce approximately Z pounds of plant
available nitrogen (PAN) per year in the sludge that will need to be
removed on a periodic basis. This figure is PAN when broadcasting
the sludge equipment, may be needed when you remove this sludge.
See attached map showing the fields to be used for the utilization of
waste water.
APPLICATION OF WASTE BY IRRIGATION
The irrigation application rate should not exceed the intake rate of
the soil at the time of irrigation such that runoff or ponding occurs.
This rate is limited by initial soil moisture content, soil structure,
soil texture, water droplet size, and organic solids. The application
amount should not exceed the available water holding capacity of the
soil at the time of irrigation nor should the plant available nitrogen
applied exceed the nitrogen needs of the crop.
Your facility is designed for 180 days of temporary storage
and the temporary storage must be removed on the average of once every
6 months. In no instance should the volume of waste being stored in
your structure be within LZ feet of the top of the dike.

WASTE UTILIZATION PLAN
Page 5
If surface irrigation is the method of land application for this plan, it
it is the responsibility of the producer and irrigation designer to
ensure that an irrigation system is installed to properly irrigate the
acres shown in Tables 1 and 2. Failure to apply the recommended rates
and amounts of Nitrogen shown in the tables may make this plan invalid
Call your Agdment Services representative for assistance in determining
the amount of waste per acre and the proper application rate
prior to beginning the application of your waste.
NARRATIVE OF OPERATION: SEE ATTACHMENT

ADDENDUM TO WUP
FN 82 303
IT MAY TAKE A COMBINATION OF IRRIGATION SYSTEMS TO
IRRIGATE ALL THE AREAS INCLUDED IN THIS PLAN. AT NO TIME
SHOULD THE APPLICATION OF WASTE EXCEED A IN/HR WITH AN
INSTANTANEOUS LOADING OF .96 INCHES. THIS IS 2.4
APPLICATIONS AT A IN/HR. IT WILL TAKE A HIGH LEVEL OF
MANAGEMENT TO ADDRESS THE HYDRUALICS OF SEVERAL
FIELDS THAT HAVE THE WOODINGTON. AND RAINS SOIL
CHARACTERISTICS.
THIS WASTE PLAN TAKES IN ACCOUNT BUFFERS TO "WATERS OF
THE STATE". MR REGISTER PLANS TO APPLY HIS WASTE NOT TO
EXCEED THE HYDRAULIC OR AGRONOMIC LOADING OF THE
SOILS OR CROPS. MR. REGISTER WILL APPPLY HIS WASTE IN
ACCORDANCE WITH HIS WASTE ANALYSIS REPORT.
12/8/1997
RONNIE G. KENNEDY JR.
TECHNICAL SPECIALIST

WASTE UTILIZATION PLAN
Plans and Specifications
Page 6
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. Illegal discharges are subject
to assessment of civil penalties of $10,000 per day by the Division
of Water Quality for every day the discharge continues.
2. The Local NRCS office must have documentation in the design folder that
the producer either owns or has long term access to adequate land
to properly dispose of waste. If the producer does not own adequate
land to properly dispose of waste, he shall provide NRCS with a copy
of a written agreement with a landowner who is within a reasonable
proximity, allowing him/her the use of the land for waste application
for the life expectancy of the production facility. It is the
responsibility of the owner of the facility to secure an updated Waste
Utilization Plan when there is a change in the operation, increase in
the number of animals, method of utilization, or available land.
3. Animal waste shall be applied to meet, but not exceed, the Nitrogen
needs for realistic crop yields based on soil type, available moisture,
historical data, climate conditions, and -level of management, unless
there are regulations that restrict the rate of application for other
nutrients.
4. Animal waste may be applied to land that has a Resource Management
System (RMS) or an Alternative Conservation System (ACS). If an ACS
is used the soil loss shall be no greater than 10 tons per acre per
year and appropriate filter strips will be used where runoff leaves
the field. These filter strips will be in addition to "Buffers"
required by DEM. (See FOTG Standard 393-Filter Strips and Standard
390 Interim Riparian Forest Buffers).
5. Odors can be reduced by injecting the waste or disking after waste
application. Waste should not be applied when the wind is blowing.
6. When animal waste is to be applied on acres subject to flooding, it
will be soil incorporated on conventionally tilled cropland. When
applied to conservation tilled crops or grassland, the waste may be
broadcast provided the application does not occur during a season
prone to flooding. (See "Weather and Climate in North Carolina" in
the NRCS Technical Reference - Environment file for guidance.
7. Liquid waste shall be applied at rates not to exceed the soil infil-
tration rate such that runoff does not occur off -site 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 conditions
conducive to odor or flies and to provide uniformity of application.
8. Animal waste shall not be applied to saturated soils, during rainfall
event, or when the surface is frozen.
9. Animal waste shall be applied on actively growing crops in such a
manner that the crop is not covered with waste to a. depth that would
inhibit growth. The potential for salt damage from animal waste should
also be considered.

WASTE UTILIZATION PLAN
Page 7
10, Waste nutrients shall not be applied in fall or winter for spring
planted crops on soils with a high potential for leaching. Waste
nutrient loading rates on these soils should be held to a minimum
and a suitable winter cover crop planted to take up released
nutrients. Waste shall not be applied more than 30 days prior to
planting of a crop on bare soil.
11 _ Animal waste shall not be applied closer than 25 feet to surface
water. This distance may be reduced for waters that are not perennial
provided adequate vegetative filter strips are present. (See standard
393 - Filter Strips)
12. Animal waste shall not be applied closer than 100 feet to wells.
13. Animal waste shall not be applied closer than 200 feet of dwellings
other than those owned by the landowner.
14. Waste shall be applied in a manner not to reach other property and
public right -of ways.
15. Animal waste shall not be discharged into surface waters, drainage ways,
or wetlands by discharge or by over -spraying. Animal waste may be
applied to prior converted wetlands provided they have been
approved as a land application site by a "technical specialist'.
Animal waste should not be applied on grassed waterways that discharge
into water courses, except when applied at agronomic rates and the
application causes no runoff or drift from the site.
16. Domestic and industrial waste from wash down facilities, showers,
toilets, sinks, etc., shall not be discharged into the animal waste
management system.
17. Lagoons and other uncovered waste containment structures must maintain
a maximum operating level to provide adequate storage for a 25-year,
24-hour storm event in addition to one (1) foot mandatory freeboard.
18. A protective cover of appropriate vegetation will be established on
all disturbed areas (lagoon embankments, berms, pipe runs, etc.).
If needed, special vegetation shall be provided for these areas and
and 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. Lagoon berms and structures should be
inspected regularly for evidence of erosion, leakage or discharge.
19. 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.
20. 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.

WASTE UTILIZATION PLAN
Page 8
21. 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.
22. 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.
23. Waste shall be tested within sixty days of ublizabon and soil shall
be tested at least annually at crop sites where waste products are
applied. Nitrogen shall be the rate - determining element. Zinc
and copper levels in the soils shall be monitored and alternative crop
sites shall be used when these metals approach excessive levels. pH
and waste analysis records shall be kept for five years. Poultry dry
waste application records shall be maintained for three years. Waste
application records for all other waste shall be maintained for five
years.
24. Dead animals will be disposed of in a manner that meets North
Carolina State regulations or other States' regulations.

WASTE UTILIZATION PLAN
NAME OF FARM:
OWNER / MANAGER AGREEMENT
I (we) understand and will follow and implement the specifications
and the operation and maintenance procedures established in the
approved animal waste utilization plan for the farm named above.
I (we) know that an expansion to the existing design capacity of
the waste treatment and storage system or construction of new
facilities will require a new certification to be submitted to the
Division of Water Quality (DWQ) before the new animals
are stocked. I (we) also understand that there be no discharge
of animal waste from this system to surface waters of the state
from a storm event less severe than the 25 year, 24 hour storm.
The approved plan will be filed on -site at the farm office and at
the office of the local Soil and Water Conservation District and
will be available for review by DWQ upon request.
I (we) understand that I must own or have access to equipment,
primarily irrigation equipment, to land apply the animal waste
described in this waste utilization plan. This equipment must be
available at the appropriate pumping time such that no discharge
occurs from the lagoon in a 25-year 1-day storm event. I also
certify that the waste will be applied on the land according to
this plan at the appropriate times and at rate that no runoff
occurs.
NAME OF FACILITY OWNER: TRAVIS REGISTER
SIGNATURE:0140J A- DATE: Z.4 �
NAME OF MANAGER (if different from owner):
SIGNATURE:
DATE:
NAME OF TECHNICAL SPECIALIST: RONNIE G. KENNEDY JR.
AFFILIATION: Agriment Services Inc.
PO Box 1096
Beulaville 518
SIGNATURE. v DATE: 1-2LY17
Page 9

NORTH CAROLINA COOPERATIVE EXTENSION SERVICE - NC_NMP
Field Name:
Soil Map Unit:
Total ASCS Acres:
Total Useable Acres:
Soil Sampling Date :
Soil Test Class
Field Background Information
T8471 F1,UN1,UN2,6,3
RAINS 0-8
39.49
35.2
<ENTER>
Soil Test Results:
pH Acid CEC %8S P-I K-I Cad Mg% Mn-I Zn-I Cu-I
Field Irrigation Information
Average Soil Depth 3.0+
Available Water Holding Capacity - 1.5 feet 2.0
Maximum Irrigation Rate - inches per hour 0.40
Maximum Amount per Irrigation Event - inches: 0.96
LIMITATIONS: This program is based on the best available data.
Since many uncontrollable variables can affect plant growth
and nutrient requirements, North Carolina State University Cooperative
Extension Service is not resposible for any losses incurred from
the use of this program. The software is provided 'AS IS' and
without warranty as to performance.
Printed :12/8/1997

NORTH CAROLINA COOPERATIVE EXTENSION SERVICE - NC_NMP
Field Name:
Soil Map Unit:
Total ASCS Acres:
Total Useable Acres:
Soil Sampling Date :
Soil Test Class
Soil Test Results:
pH Acid CEC %BS
Field Background Information
T8471 F 2,7,8
NORFOLK
6.17
5.5
<ENTER>
P-I K-I Ca% Mgt Mn-I Zn-I Cu-I
Field Irrigation Information
Average Soil Depth : 3.0+
Available Water Holding Capacity - 1.5 feet 1.7
Maximum Irrigation Rate - inches per hour 0.50
Maximum Amount per Irrigation Event - inches: 0.96
LIMITATIONS: This program is based on the best available data.
Since many uncontrollable variables can affect plant growth
and nutrient requirements, North Carolina State University Cooperative
Extension Service is not resposible for any losses incurred from
the use of this program. The software is provided 'AS IS' and
without warranty as to performance.
Printed :12/8/1997

NORTH CAROLINA COOPERATIVE EXTENSION SERVICE - NC_NMP
Field Background Information
Field Name:
Soil Map Unit: GOLDSBORO 0-8
Total ASCS Acres: 14.63
Total Useable Acres: 13.72
Soil Sampling Date : <ENTER>
Soil Test Class
Soil Test Results:
pH Acid CEC CBS P-I K-I Ca% Mgt Mn-I Zn-I Cu-I
Field Irrigation Information
Average Soil Depth : 3.0+
Available Water Holding Capacity - 1.5 feet 1.7
Maximum Irrigation Rate - inches per hour 0.50
Maximum Amount per Irrigation Event - inches: 0.96
LIMITATIONS: This program is based on the best available data.
Since many uncontrollable variables can affect plant growth
and nutrient requirements, North Carolina State University Cooperative
Extension Service is not resposibie for any losses incurred from
the use of this program. The software is provided 'AS IS' and
without warranty as to performance.
Printed :12/8/1997

NORTH CAROLINA COOPERATIVE EXTENSION SERVICE - NC_NMP
Field Name:
Soil Map Unit:
Total ASCS Acres:
Total Useable Acres:
Soil Sampling Date :
Soil Test Class
Soil Test Results:
pH Acid CEC %BS
Field Background Information
T8471 F 4
WOODINGTON DRAINEO-8
11.01
10.14
<ENTER>
P-I K-I Ca% Mgt Mn-I Zn-I Cu-I
Field Irrigation Information
Average Soil Depth : 3.0+
Available Water Holding Capacity - 1.5 feet : 2.0
Maximum Irrigation Rate - inches per hour : 0.40
Maximum Amount per Irrigation Event - inches: 0.96
LIMITATIONS: This program is based on the best available data.
Since many uncontrollable variables can affect plant growth
and nutrient requirements, North Carolina State University Cooperative
Extension Service is not resposible for any losses incurred from
the use of this program. The software is provided 'AS IS' and
without warranty as to performance.
Printed :12/8/1997

MORTALITY MANAGEMENT METHODS
(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.
( Renderingat a rendering plant licensed under G. S. 106-168.7
9
( ) 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.
{ 1 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)

EMERGENCY ACTION PLAN
PHONE NUMBERS
DIVISION OF WATER QUALITY (DWQ) �?/9'- y916 -/S�//
EMERGENCY MANAGEMNET SERVICES (EMS) Q/03sy� -gyp
SOIL AND WATER CONSERVATION DISTRICT (SWCD) pi0 - SW
NATURAL RESOURCES CONSERVATION SERVICE (NRCS) y•u - s9.2 7Y63
COOPERATIVE EXTERSION SERVICE (CES) yo f z - 714
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:
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, call 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: -"—AV3
b. Contractors Address:
c. Contractors Phone: S�
6. Contact the technical specialist who certified the lagoon (NRCS, Consulting
Engineer, etc.)
a. Name: /ro�,,,�_ G -/[
b. Phone: 9i9 -s5cr-
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.
2

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

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

Lagoon surface ---look for:
I . undesirable vegetative growth
2. floating or lodged debris
Embankment ---look for:
I. settlement, cracking, or "jug" holes
2. side slope stability ---slumps or bulges
3. wet or damp areas on the back slope
4. erosion due to lack of vegetation or as a result of wave action
5. rodent damage
Larger lagoons may be subject to liner damage due to wave action caused by strong
winds. These waves can erode the lagoon sidewalIs, thereby weakening the lagoon dam.
A good stand of vegetation will reduce the potential damage caused by wave action. If
wave action causes serious damage to a lagoon sidewall, baffles in the lagoon may be
used to reduce the wave impacts.
Any of these features could lead to erosion and weakening of the dam. If your lagoon has
any of these features, you should call an appropriate expert familiar with design and
construction of waste lagoons. You 'may need to provide a temporary fix if there is a threat
of a waste discharge. However, a permanent solution should be reviewed by the
technical expert. Any digging into a lagoon dam with heavy equipment is a serious
undertaking with potentially serious consequences and should not be conducted unless
recommended by an appropriate technical expert.
Transfer Pumps ---check for proper operation of:
I. 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 Ievel. This will allow some
safety time should major repairs be required. Having a nearly full lagoon is not the time
to think about switching, repairing , or borrowing pumps. Probably, if your lagoon is full,
your neighbor's lagoon is full also. You should consider maintaining an inventory of spare
parts or pumps.
Surface water diversion features are designed to carry all surface
drainage waters (such as rainfall runoff, roof drainage, gutter outlets,
and parking lot runoff) away from your lagoon and other waste
treatment or storage structures. The only water that should be
coming from your lagoon is that which comes from your flushing
(washing) system pipes and the rainfall that hits the lagoon directly.
You should inspect your diversion system for the following:
1. adequate vegetation
2. diversion capacity
3. ridge berm height

Identified problems should be corrected promptly. It is advisable to inspect your system
during or immediately following a heavy rain. If technical assistance is needed to
determine proper solutions, consult with appropriate experts.
You should record the level of the lagoon just prior to when rain is predicted, and then
record the level again 4 to 6 hours after the rain (assumes there is no pumping). This will
give you an idea of how much your lagoon level will rise with a certain rainfall amount
(you must also be recording your rainfall for this to work). Knowing this should help in
planning irrigation applications and storage. If your lagoon rises excessively, you may
have an inflow problem from a surface water diversion or there may be seepage into the
lagoon from the surrounding land.
Lagoon Operation
Startup:
I. 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.

Practice water conservation ---minimize building water usage and
spillage from leaking waterers, broken pipes and washdown through
proper maintenance and water conservation.
Minimize feed wastage and spillage by keeping feeders adjusted. This
will reduce the amount of solids entering the lagoon
Management:
Maintain lagoon liquid level between the permanent storage level and
the full temporary storage level.
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 Ievel 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.

INSECT CONTROL CHECKLIST FOR ANIMAL OPERATIONS
Source Cause BMP's to Minimize Odor Site Specific Practices
(Liquid Systems)
Flush Gutters Accumulation of solids ( ush system is designed and operated
sufficiently to remove accumulated
soilds from gutters as designed.
[ 1 Remove bridging of accumulated solids at
discharge
Lagoons and Pits Crusted Solids () Maintain lagoons, settling basins and
pits where pest breeding is apparent to
minimize the crusting of solids to a depth
of no more than 6-8 inches over more than
30%.<rf`surf5ce.
Excessive Vegetative Decaying vegetation 0 Maintain 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 ( I 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 (I 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 food storage as needed.
Animal Holding Areas Accumulations of animal wastes () Eliminate low area that trap moisture along fences
and food wastage and other locations where waste accumulates and
and disturbance by animals is minimal.
I I 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 1 1. 1996

Dry Manure Handling Accumulations of animal wastes { 1 Remove spillage on a routine basis (e.g. 7-10 day
Systems interval during summer, 15.30 days interval during
winter) where manure is loaded for land application
or disposal.
(1 Provide for adequate drainage around manure stockpiles.
{ 1 Inspect for and remove or break up accumulated wastes
in filter stripes around stockpiles and manure handling
areas as needed.
The issues checked ( ) pertain to this operation. The land ownerlintegrator 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.
/7r--/
andowner Signature)
For more information contact the Cooperative Extension Service, Department of Entomology, Box 7613, North Carolina State Uneversrty. Raleigh, tfC
27695-7613.
AMIC--November 11, 1996

SWINE FARM WASTE MANAGEMENT ODOR CONTROL CHECKLIST
Source Cause BMP'/s 1:O Minimize Odor Site Specific Pract,ces
Farmstead _ Swine production y { KVagotativo or wooded buffers;
[ ) Recommended best management
pr ices;
Good judgment and common sense
Animal body surfaces
Dirty manure -covered animals
( ) Dry floors
Floor surfaces
Wet manure -covered floors
S1;t,d floors;
( W rers located over slotted floors;
{ eeders at high end of solid floors;
{ } Scrape manure buildup from floors;
O Underfloor ventilation for drying
Manure collection pits
Urine
O Frequent manure removal by flush.pit
recharge,or scrape
Paritel micorbial decomposition
[) Underfloor ventilation
Ventilation exhaust fans
Volatile gases;
{ 1 Fan maintenance;
Oust
{) Efficient air movement
Indoor surfaces
Oust
(.1iWashdown between groups of animals
() Feed additives;
{ I Feeder covers;
() Feed delivery downspout extenders to
feeder covers
Flush tanks
Agitation of recycled lagoon
O Flush tank covers
liquid whiles tanks are filling
{ [ Extend fill lines to near bottom of
tanks with anti -siphon vents
Flush alleys
Agitation during wastewater
() Underfloor flush with underfloor
conveyanance
ventilation
Pit recharge points
Agitation of recycled lagoon
O Extend recherd lines to near bottom of
liquid while pits are filling
pits with anti -siphon vents
Lift stations
Agitation during sump tank filling
O Sump tank covers
and drawdown
Outside drain collection
Agitation during wastewater
{) Box covers
or junction boxes
conveyance
End of drainpipes at lagoon
Agitation during wastewater
t 1 Extend discharge point of pipes
undernrth lagoon liquid level
Lagoon surfaces Volatile gas emissions ( roper lagoon liquid capacity
Biological mixing [) Correct lagoon startup procedures
Agitation O Minimum surface area -to -volume ratio
() Minimum agitation when pumping
{) Mechanical aeration
I I Proven biological additives
Irrigation sprinkler nozzles High pressure agitation
Wind draft
AMOC--November 11. 1996
(J-trrigete on dry days with little or no wind
(1 Minimum recommended operation pressure
(1 Pump intake near lagoon liquid surface
(1 Pump from second -stage lagoon

Storage tank or basin Partial microbial decomposition
surface Mixing while filling
Agitation when emptying
I I Bottom or midlevel loading
I 1 Tank covers
1 } Basin surface mats of solids
I 1 Proven biological additives or oxidants
Settling basin surface Partial micobial decomposition (} Extend drainpipe outlets underneath liquid
Mixing while filling level
Agitation when emptying I I Remove settled solids regularly
Manure, slurry or sludge Agitation when spreading
spreader outlets Volatife gas emissions
(I Soil injection of slurry/sludges
1 } Wash residual manure from spreader after use
{ } Proven biological additives or oxidants
Uncovered manure, slurry Volatile gas emissions while dying ( ) Soil infection of slurry/sludges
or sludge on field surfaces I } Soil incorporation within 48 hours
I ) Spread in thin uniform layers for rapid drying
{ } Proven biological additives or oxidants
Dead animals Carcass decomposition I oper disposition of carcasses
Dead animal disposal Carcass decomposition I I Complete covering of carcasses in burial pits
pits (I Proper location/construction of disposal pits
Incinerators Incomplete combustion { } Secondary stack burners
Standing water around Improper drainage I Grada and landscape such that water drains
facilities Microbial decomposition of away from facilities
organic matter
Manure tracked onto public Poorly maintained access roads KFarm access road maintenance
roads from farm access
Additional Information: Available From:
Swine Manure Management: 0200 Rule/BMP Packet
NCSU-County Extension Center
Swine Production Farm Potential Odor Sources and Remedies, EBAE Fact Sheet
NCSU-BAE
Swine Production Facility Manure Management: Pit Recharge --Lagoon Treatment; EBAE 128-88
NCSU-BAE
Swine Production Facility Manure Management: Underfloor Fluse--Lagoon Treatment: EBAE 129-88
NCSU-BAE
Lagoon Desig and Management for Livestock Manure Treatment and Storage; EBAE 103-83
NCSU-BAE
Calibration of Manure and Wastewater Application Equipment; EBAE Fact Shoat
NCSU-BAE
Controlling Odors from Swine Buildings: PIH-33
NCSU-Swine Extension
Environmental Assurane Program: NPPC Manuel
NC Pork Produces Assoc
Options for Managing Odor; a report from the Swine Odor Task Force
NCSU Agri Communications
Nuisance Concerns in Animal Manure Management: Odors and Flies; PR0107, 1995 Conference Proceedings Florida Cooperat.ve E.tens=or
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 Managment Practices have been reviewed with me.
(Landowner Signature)
AMOC--November 11. 1996

-
��, - I AWr
^''
'

�\ - �♦ / �'rR /e 4 .�_ :a� �_ S. Q� .\ rr+ .:, � r•� ' 1 . ..a +.'► ♦!i4
• r• • J +~~ \ 0 4 r t \rs
41�'.
��:1 'i. .,• "}^ _^ r 1 � � I \- 9 !' + ... fir- �,`:.
I S+aR, • _f f E 1 • ".'s'• / '111 !, i � y •- " 1 � sr.: •-
rc 1r � .. :.i•. -r!r � `�� l'+Rr ` r^ ' \., I 'r-� _ � ` - }-' •� � `� Y 4 I i
an r
` �. ` F. �'= ' - �'`. ♦ ! _.♦ __ !) + to -T � � `,
Von
lb
J r i �; 4• R.rri 'itirrl �\ ' 11, rtl1 •� 1 • � •
�',Ir. L '. �1S ! ' - �_. � 5 f ;' 'I ^ `. �✓� x,' ! , �`y � / 1- },`- ♦ '" w i r ry -
`� 1 _ti +.. _I +fir 1 ' {�� �;'�_�� �, , _ ,I , - ! � • � � ,i�
��� � ♦ -y � ,�;�k ♦ �,� � F i +'�! =''f`` -� �i ; � f^'r.. �rY , r� � r -. 111� I I � I > � «' :� � 4� \ i r '� � �^'.
-'c•, "� - '`i :;ate- a.tl
'' _. Mc , � ; ,. 1 •ig +imin r r" i �•. IM1 ,_ .' '+.'.`� y,J„-'-..._, ` i .�; yY� f i
' �✓r ' � 1 ` t 'nnr L�r _ ` ! �I�'` , - '\ \/- i, I ff �� ��•���t I � � (1
j1�',`, e++� � •.` 01 I _. �'�v,/�'f I I..-- •y i` e.r� � t \e} �r! 9[�,' ! Y '/� � �

Fj(yr1
l.;Iv. + (i" •.1 � � 5 _'.x- »::: 1ci.. 'ail f i y �V 7•r
A \ `Sl 1t-a Li
i _ � i`',��, liter• � '17r�t� _+r �I:. ;(I..:'.fr'' •1•LL�'iW '. � � ...■ ....- .-._.... `, ..
r' � \\ ,ram •, a� �: ' " " � �'j /�' � 4 ' °�
�. •'+. t ..1 ��.F '1 •'f� ;1.11 ra �' ` ,,,y,: 1! •r,';• �/�.'. t .. �{ �; „ w F .
� `t .' �+ �:.,�^ . 1 y' � •' �; .L:• •ire � r
INS
yam• :;� •r>r r �`�';. 111". �
r.IrMCI
�'�:•i%�`�•��\i�• :f �jr+•~{i }� 1 _lam r.._� d
_41
I 1�, AA;
wk
PRO
i.. � w.r,t �,iY'.1,F "' �L ' Ire, � •• 1 'G:. ,r,�.i+ ,

It Is
for the
Mack
a fur is
)w tree,
a wide
al. They
h, hogs
actually
believe.
food in
6
7rczvrs
1?e5 is fer .
MMP Feed I Fi4 NrA
i t�1rr5
1 D U P L
I N
D.® U N T Y.
`4-•..a�
C5 S+el
4
l
r
dl► O_
_
aJ/
0 0
00.
4
Op r
oil-
u
rp
J`
$ Ir ITJIf +
a
J tJ
' " ' "' •
'
y>~
1p,
L
tly
- , {{� 4
a►
t
J �
% i'
►
� �
! tea! � 'I'�J
-
'
Ora . 1/►
i
1OA11+►
•
y m � a1{► 1 J*
1to
�
� + Y
U11L
Al
10
11y . ly1 l� ~^7IM4 IA
1 1� Y� a ! •• s .`1! 1
,• �,y,,.. ••"�,• ► � �.,�' a ..� F;a* � ._ � 1v►

Operator:TRAVIS REGISTER County: SAMPSON
�
L tance to nearest resideoce (other than owner>:
1, �TEAT)Y STATE LIVE �EI8HT - -
o
so�s
(farrow
to fioish>
x 1417
|bs.
�
sows
(r"arrmw
to feeder)
x 522
|bs.
24�8
he�d
(finishin8
on|y)
x 135
|bs.
�
sows
(farro�
to �ean)
x 433
|bs.
S
head
(weao tu
femder)
/
|
Date: 06/24/9z
�.
�0v0'.0 feet
= 0 |bs
|
!=] 0 |�s
!
= 330480 |bs
� 0 lbs
|bs
TOTAL STEADY STATE LIVE WEIGHT (SSLW) = | |bs
2' �IRE� T�E�T�1E�T VOL
INl��M �E�UME G� L���ON -
vo|cirri e = 33048O |bs. SSLW x Treatment Vo|ume(CF)/|b' B�LW
Treatment 'Vo|ume(CF>/|b. S�LW= 1 CF/|b. SLW
Vo|use = 3304S0 cubic eet
-
ST3RAG� VOLUME F, SLLjDCiE �CCUMUL�TIOW
IV, oIume = 0'0 cubic feet ; "Owner requests no s|udSe storage.
Sludge wi|} be removed as needed.^
4. T0TAL DESlGN VOLUME
inside top len8th 325'0 feet Iosid'e top width 200'0 fee�
To� of diat e|evation 50.0 feet
Freeboard 1.3 feet de a|opes 1n5ide I oon)
Tota| d e s i o |a8omn �iquid |eve| at e|eva�ion �8.7 fC.et
�ottom of !a�oon e|evation 3O.0 feet
Seasona| hh �ater tab|e e|evation 44'0 feet
Tota| des- Sn vo!Lime usiaS prismoidu> formu)a
SS/E�D1 �S/E��2 SS/BI�E1 SS/SIDE2 LEN8TH WIDTH —EPTH
3'0 3.0 3'0 3.0 317.� 192'� l0.7
A UF TU�
(AREA OF TOF)
253'0
���.3
323S4.0
(�REA
O �F D�!TM)
~ A��� OF
MID6ECT�ON
���'1
�60'1
1S2378'0
(P,32A
UF
(�*A��,A 01.1D'-:, LCTION)
+ AREA 6UT1 UM] * DLPTH/6
60�u5'�
182�7O'3
�23�4.O �'8
AT TODESI�N LIOUID L2VEL = ��71 �X' FT.

e5.
TEMPORARY STORAGE EQUIRED
DRAINAGE AREA
Lagoon (top of
ike)
Length * Wi
t
25.0 2O
0 65000.0 square feet
Bu i i d i ngs (ro
f and lot water)
Length * Wi
th =
0.0 0.0 0.0'square feet
TOTAL DA 65000.0 square feet
Design temporary storage period to be
180 days.
5A.
Volume of waste produced
Approximate daily production cif manure in
CF/LU SSLW 0.00136
Volume = 330480 Lbs. SSLW C:F of Waste/Lb./Day
* 120 days
Volume = 80705 tunic feet
5B.
Volume of wash water
Th i s -i s the amount of fresh water used for-
wash i rig f I oars car- vo I ume
of fresh water- used fur a flush system.
Flush systems that recirculate
the lagoon water- are accounted for- in 5A.
Vo I ume = 0.0 ga l i ons/day *
180 days 5torage/7.48 ga l I cans
per- CF
VoIurne = 0.0 cut, ic feet
�fC-'.
i
Vo l ur,e of ra i of a l I in excess of evaporation
Use period of time wher, ra i nfa I I exceeds
evaporation by largest amount.
12-o days excess rainfal l M
7.0 inches
Vo I ume = 7.0 in * DA / 1Z inches per
foot
Vo I urije = cubic feet

5D. Vo I erne of 25 year - 4 hour storro
Vo I urne = 7.0 inches / 12 inches per foot * DA
Vo I urne = :37916-7 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. _0705 cubic feet
,SEA.. 0 cubic feet
5C. =37917 cubic feet
SD.- 3'7917 cubic feet
TOTAL 1565'9 cubic feet '
6. SUMMARY
Total required volume
487019
cubic feet
Total design volume avail.
492071
cubic feet
Min. req. treatment volume
plus sludge
accumulation
330480 cubic feet
At elev. 46.0 feet ;
Volume is
3,SS3E8 cubic feet (end pumping)
Total design volume less
25yr-24hr
storm is 454155e
cubic feet
At elev. 48.0 feet ;
Volume is
450140 cubic feet (start puroping)
Seasonal high water- table
elevation
44.0 feet
T. DESIGNED BY: /-/.6R 7iJ# f�+Gt�
APPROVED
BY: �eC/f�
2 7)0
DATE: � ho /.%
DATE -
NOTE: SEE ATTACHED WASTE UT I L 17AT I3 Ely FLAK!

-I -AN''
L AU.00l1I
F
�C E' �V E Tt'JfV
UNITED STATES &OIL 'JUN 91998
DEPARTMENT OF COMEE"ATION
AGRICULTVRE 3MVICE
------------------------------ , ____-_--__--___-_-----_- YC-T-.).mifVng
WA='!'E MANAGEMENT, FACILITY SITE EVALUATION
GENERAL INFOR"TION
NAME----
-------------------------
i Ei,EPHGIti£-------------------
I
-1- m��---- I
------------------
------------
SIZE OPEPATI0N-saq$� __---
------------�
-------------
LOCATION DATA
DISTANCE FROM NEAREST RESIDENCE NOT'OWNED BY
PRODUCER =--FT.
IS SITE WITHIN 100-YEAR FLOOD PLAIN? YES------ NO ----
If yes, scs cannot previM sasishaaae.
IS SITE AT LEAST 100 FT. FROM A "SLTiE LINE" /
PERENNIAL STREAM? YES----- NQ=----
If no, site must be relocated.
IS SITE WITHIN 1 MILE ZONING JURISDICTION ✓
OF A MUNICIPALITY? YES----- NO ----
If yes, landowner should consult with local zoning board
{ about required .peraits. Permits Faust be obtained prior �
to design approval.
j Are utilities in construction area? YES-----' No ----
If yes, see Part SO] of the Rational Inginetrinq Manual
and follow policy.
(Copies of maps or other reference materials may be
i attached to site evaluation.)
Page 1
C
0

WETLANDS
WILL SIT£ INVOLVE CLEARING WOODLAND OR ANY
NON -CROPLAND? YES----- NO ✓ -
If.yes, producer must complete a Form AD-1026.
1WILL ACTION RESULT IN SWAMPBUSTING? YES---- NO----
1F WETLANDS ARE INVOLVED, IT IS THE RESPONSIBILITY OF THE
J PRODUCER TO CONTACT THE US ARMY CORP OF ENGINEERS AND THE
I DIVISION OF ENVIRONMENTAL MANAGEMENT TO DETERMINE IF
ADDITIONAL PERMITS ARE REQUIRED. NO WETLANDS SHOULD BE
ALTERED UNTIL PRODUCER RECEIVES WRITTEN APPROVAL FROM SCS,
fUS ARMY CORP OF ENGINEERS AND NC DIVISION OF ENVIRONMENTAL
MANAGEMENT.
(A copy of AD-1026 and CPA-026 should be attached tc
i site evaluation.)
OTHER ENVIRONMENTAL FACTORS
I IS. ENDANGEP.ED AND/OR TRREATENED SPECIES HABITAT
PRESENT? YES---- NO ----
I IS A DESIGNATED NATURAL SCENIC AREA IN IN THE
PLANNING AREA OR WILL PLANNZ ,ACTIONS IMPACT ON AN
ADJACENT NATURAL SCENIC AREA? YES----- NO -
IS AN ARCHAECLOGICAL OR HISTORICAL SITE LOCATED IN THE
PLANNED AREA? YES---- NO ----
ARE THERE PRIME, UNIQUE, STATE OR LOCALLY IMPOIJANT
FARMLANDS IN THE OPERATING UNIT? YES---- NO ----
WILL THE ACTION RESULT IN SODBUSTING? YES---- NO--7-
If yes to any of these questions, refer to form NC-CPA-16 i
for policy sources. The form does not need to be I
I completed.
ODOR CONTROL
HAS ODOR CONTROL BEEN DISCUSSED WITH PRODUCER...........
j ........PREDOMINANT WIND DIRECTION? YES---- NO ----
........POSSIBLE EXPANSION OF TREATMENT
VOLUME FROM 1 CU.FT. UPWARDS TO
3 C[:. FT /L°. OF A IMAM, YES—- ? v----
.......PREChARGING LAGOON WITH FRESH
WATER TO AT LEAST 1/2 OF THE
CAPACITY? YES---- NO ----
........USING GOOD SOUND JUDGMENT IN
j LAND APPLICATION OF WASTE? YES-� - NO ----
'Page 2

1111/TE �
DOES PRODUCER OW LMOUGM LAMS TO lMOPEMLY LANDv/
APPLY WASTE? YES---- NO-----
Ir" NO, DOES PRODUCER HAVE 8CCESS TO
MOPE LAND'
IF LAND IS NOT OWNED.BY PRODUCER,
CAN PRODUCER GET AGREEMENT ON LAND
ON WHICH TO APPLY WASTE? lES---- ":C----
(Attach Waste utilisation Plan to site evaluation.)
SOIL INVISTIGATION -- VILLID ONLY 'LIP SOIL INVESTIGATION
SHEET ATTACKED +/
IS SOIL SUITABLE FOR LAGOON? YZS------ No-------
IS A C: AY LINER REQliIRED? YES---7-- N-i------
Ic 'rES, 15 CLAY A'Ir.IiABiE Oi:SITE. YES------ N:.------
QUEST=ONABLZ---; ----
IS A CORE TRENCH REQtIRED? YES------ 40------
4Attach soil investigation sheet to site evaluation.)
I� SITE APPROVED YES----- NO------ CONDITIONAL --------
i
COMMENTS------------------- _--__----------------------
---,-------------------------------------------------------- ;
--------------------------------------------------
THIS
j SITE INVESTIGATION IS VALID AS LONG AS THE DEST_CN AND f
CONSTRUCTION OF LAGOON CONTINUES IN REASONABLE TIME i
PEPILOD. UNDUE DELAYS OR HESITANCY IN CONSTR'-CTION MA'i �
REQUIRE THAT SITE 5VALUA TON BE INVALIDATED.
! f
Paige 3

LABOa
JUN 91998
rtion-Dar,,go Pe.,Mi .tng
Operator:Travis Register County: Sampson Date: 09/22/94
Distance to nearest residence (other than o*ner): /06 0.0 feet
1. AVERAGE LIVE WEIGHT (ALW)
0 sows (farrow to finish) x 1417 lbs. = 0 lbs
0 sows (farrow to feeder) x 522 lbs. _ 0 lbs
2448 head (finishing only) x 135 lbs. = 330480 lbs
0 sows (farrow to wean) x 433 lbs. = 0 lbs
0 head (wean to feeder) x 30 lbs. - 0 lbs
Describe other 0
Total Average Live Weight = 330480 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 330480 lbs. ALW- x Treatment Volume(CF)/lb. ALW
Treatment Volume(CF)/lb. ALW = 1 CF/lb. ALW
Volume = 330480 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION Sludge Accumulation Not Computed At
Owners Request Remove Sludge
Volume = 0.0 cubic feet As Needed
4. TOTAL DESIGNED VOLUME
Inside top length (feet)--------------------- 300.0
Inside top width (feet)---------------------- 225.0
Top of dike elevation (feet) ----------------- 52.0
Bottom of lagoon elevation (feet)------------ 41.0
Freeboard (feet)----------------------------- 1.0
Side slopes (inside lagoon)------------------ 3.0 : 1
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3.0 3.0 3.0 3.0 294.0 219.0 10.0
AREA OF TOP
LENGTH * WIDTH =
294.0 219.0 64386 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
234.0 159.0 37206 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
264.0 189.0 199584 (AREA OF MIDSECTION * 4)
CU. FT. _ [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
64386.0 199584.0 37206.0 1.7
Total Designed Volume Available = 501960 CU. FT.

5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
300.0 225.0 67500.0 square feet
Buildings (roof and lot water)-
0.0 square feet Describe this area.
TOTAL DA 67500.0 square feet
Design temporary storage.period to be 180 days.
5A. Volume of waste produced
Feces & urine production in gal./day per 135 lb. ALW 1.37
Volume = 330480 lbs. ALW/135 lbs. ALW * 1.37 gal/day 180 days
Volume = 603677 gals. or 80705.5 cubic feet
5B. Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume = 0.0 gallons/day * 180 days storage/7.48 gallons
per CF
Volume = 0.0 cubic feet
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall = 7.0 inches
Volume = 7.0 in * DA / 12 inches per foot
Volume = 39375.0 cubic feet

a -3
5D. Volume of 25 year - 24 hour storm
Volume = 7.0 inches / 12 inches per foot * DA
Volume = 39375.0 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A.
80705
cubic
feet
5B.
0
cubic
feet
5C.
39375
cubic
feet
5D.
39375
cubic
feet
TOTAL 15945�_cubic feet
6. SUMMARY
Temporary storage period====================> 180 days
Rainfall in excess of evaporation=====_____=> 7.0 inches
25 year - 24 hour rainfall=====____ =_______> 7.0 inches
Freeboard=========_____--___-_=========_____> 1.0 feet
Side slopes==___________________________--___> 3.0 . 1
Inside top length__________________________> 300.0 feet
Inside top width____________________________> 225.0 feet
Top of dike elevation_______________________> 52.0 feet
Bottom of lagoon elevation=====_____________> 41.0 feet
Total required volume====___________________> 489935 cu. ft.
Actual design volume__ _____________________> 501960 cu. ft.
Seasonal high watertable elevation (SHWT)==* 0.0 feet
Stop pumping elev._____________--___________> 48.2 feet
Must be > or = to the SHWT elev. ___-_-_-_> 0.0 feet
Must be > or = to min. req. treatment el.=> 47.0 feet
Required minimum treatment volume=====_=____> 330480 cu. ft.
Volume at stop pumping elevation=====_______> 333482 cu. ft.
Start pumping elev. ________________________> 50.3 feet
Must be at bottom of freeboard 5 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. rainfall=* 462585 cu. ft.
Volume at start pumping elevation=====______> 457640 cu. ft.
Required volume to be pumped=====___________> 120080 cu. ft.
Actual volume planned to be pumped=====____=> 124158 cu. €t.
Min. thickness of soil liner when required==> ,, 1.6 }feet
DESIGNED BY: Lanier 6 Houston CHECKED BY: max/
DATE: 91 a--2-1 y DATE
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:
*
*

Aq