820013_CORRESPONDENCE_20171231

_.--PLANDF-ACTION(Poa) FOR.HIGH FREEBOARD AT ANIMAL.FACILITIES.-...
Facility Number: 82-13 County: Sampson
Facility Name: King Farm Finishing
Certified Operator Name: Ronnie Williams Operator Number: 24153
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 1 Lagoon 2 Lagoon 3 Lagoon 4 Lagoon 5
Lagoon Name/ID: 1 2 3 4A SN
Spillway(Y or N): N N' N N N
Level(inches): 7 6 9 6 13
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 fro 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: 9/2012018
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,
Warren Swine Farm Phone:
Facility Owner/Manager (print)
Date:
Facility Owner/Manager (signature)
910-594-1701
9/28/2018

rS i S i h
M
W
RECEIVED
DEQIDWR
FAYETTEVILLE REGIONAL

FORM FRHD-1 B ,
Waste Structure Weekly Freeboard and Daily Precipitation Record
1 Farm Owner Facility Number - d
. Operator
i'
i
... .
MMIAMI
��■■��r��
ear
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. 6/292005

- Js
FORM FRED-1 B
Waste Structure Weekly Freeboard and Daily Precipitation Rec d
' 2 -
Farm Owner ,,,�e - � . Facility iVurnber
Operator
WEEKLY
DAILY
Date
(r vddryyl
Waste Structure Freeboard inches
Precipitation
Inspection
Initials
#
#
# 3
#
#
Date
(inches)
2�In
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ae
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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 6/292005

FORM FRBD-I B
Waste Structure Weekly Freeboard and Daily Precipitation Record D
�IC' l-
Farm Owner c.. i.� Facility Number d.Z - i✓�
Operator
WEEKLY
DAILY
Date
(rnWddryy)
Waste Structure Freeboard Inches
Precipitation '
Inspection
Initials
#
# 1
#
#
# S
Date
(inches)
AID
-.23-201-!r
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!
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aft
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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 6/292005

Lagoon
irrigation Fields Record
One Four:
1.:ach Field per Crop Cycle
Tract #
VW/%S i=leid # %1✓V
Faci[Ety Numbor - 3
Field SUO (wolfed acres) n (A)
_
;N . Form Owner
lrrigalion Opemlar
Ow_nees Address
V, ..� .23 �a
SqL QI.rG c..I r..l�� trrrw
Irrigation Operafor s
Address
l�rl,daa g
Owner's Phone 1l
J — r{— / r�
Operators Phone (l
— / 9 v/
From Waste tltltlzauon Plan
Crop -type /J Rkarnmended PAN �+
(3) (4) (5) (0) (7) (ai Ig) (10) 011
lagoon
t0
Gate
(nanlddlyr)
Start
Time
--
End
Tans
Total
(3) - (2)
! lion
# or
Sprinklers
Operal'umg
Flow
fiats
Auto
. (gallmin)
Total Volume
Wong) .. '
(6) x (5) x (4)'
o urns
per Acre'
(gallacro)
(7) l (A)
Waste Analysis
PAN*
(JWIDoo gal)
PAN Applied
' (Iblacre)
if) x (g
1000
fstrogan
nafanoe, Weather `
Pbrarra) Code'
Irupecli
{Initials
s'.�..90
Crop Cycle Totals Total PAN I� ....._............. .
Owner's Signature Operators Signature
—_..._._.. _:-..Certified Operator (Print) ._....^ ... ..._ Operator Certification # - .__ ..... _ .. _.... _.. _
Weather Codes: C-Clear, PC -Partly Cloudy, Ct-Cloudy, R-Raln, S-SnowlSteet, W-Windy
" Persons completing the lrzigallon inspecilons must initial to signify that Inspections were completed at least every 120 minutes,

Lagoon Lf-'P Irrigation Fields Record
One Forrr., each Field per Crop Cycle
Traci #
ysr S✓
�Fleld��#VQ ?
Facility Number
Fleld Size (wetted acres) a (A)
%• y
% . Farm Owner T
Owner's Address /'�U, riai 31�
S9G BI.rG
d.-. Xv,,j
e,i r.J�► �'. , ,...
Irrrgaaon OPeratcr
Irri n0 lor's
Address
�.. r.
1
Owner's Phone #
J -
r%— / ci
Operator's Phone 0
^ 3-V-V—/9 C>/
From Waste lltllixagon Plan
= '
Crap Typo
D ✓c s Y c
iteconmeWad PAN
Loading Obtacre) = (8)
S ()
'
(1)
(2) (3)
(4)
(5) (B)
'(7) (8)
9) (10) ,
(11)
Lagoon
tb
bale
(nurJddlyr)
Start End
Tine Tcme
•
Total
Minutes
(3} - (2}
lion
if of Flnw
Sprinklera Rate
Operal'utg . (gaVmin)
Volume
Total Volume per Acre
; (golfers) ; (gallacrs}
(6) x (5) x (4) - (7) l (A)
PAN Applied
Waste Analysis (Iblacra)
PAN' (8 (9)
(Vl000 gaq 1000
- - -...... _
Nitrogen '
salance.. Weather IatpenlG
Oblarxe) Code' (Initials
(a) - (10)
3
Crop Cycl$ Totals Total PAN ..
Owners Signalure_ _ — -- _ -- - - Operators Signature
`--Certified Operator (Print) : ' - Qpeialor Cettlficativn #
' Wgalher codes. C-Clear. PC-Parlf y Ctoudy, CI-Ctoudy$ R-Rain, S-SnowlSlee% W Windy t
'" Persons completing the lm4alion lnspedons must initial to signify that lnspacdons were completed at least every 120 minutes.

t-agoon i!
�.tt Irrigation Fields Record
One Four,;
Lach Field per Crop Cycle
Tract %f
.7 / .Sr
Fi d 1i
G
Facillly Number
- [/
Field S¢0 (walled acres) a (A)
% . FamY Owner
r. ,.
IrrlgeUon Oporalor
Owner's Address
�V, �� 13
Q/.K.
4rrw
Irrigation Operators
A 0'
i '
�iJ.-
9G
-i
AddrW5
G /s • f�coLc
+�w /72'
Ovmefs Phase #
J - S1
Operators Phone 0
•
From Waste Utilization PlanCMI)
-• --_ ,
Typ@
Dvcr3 Cr
R6=rimended PAN
y�
Load m (Macs)= (B)
J
_
(I) (2) (3)
(4)
(5) (8)
'(7) (8)
) 00)
(it) .
ttrigatiGn
Volurm
PAN Applied
Nitrogen
Laoo' m
ID
Date _
(mmrdd/yr)
Start
Time
End
Time
Total
Minutes
(3) - (2)
# of
Sprinklers
Operating
-Flow
Rate
. (gaVmin)
Total Volume
(gallons) ;.
(6) x (5) x (4)'
per Acre'
(PlIacre)
(7)1 (A)
Waste Anblysia
PAN'
(Ibr100o pall
(Iblacre)
(sIXL9]
1000
Balance,
(tb/acre)
B- sv
Weather ` IrapecU
'- Code' {Initials;
it
Pr-, l,', Pr-,
y;.u,A++-.
)?v'
.3.
•�2
a. '
t)bsi
/ //
z
a�
.
g a
A. �� arw.
��� P
��v
�
,�i
.�u k J
Crap Cycle Totals ' Total PAN
Owner's Signature _ -_^ Operator'a Signaituro
CertiCed Operator (Print)„ Operator Certification
' Weather Codes: C-Clear. PC -Partly Cloudy, cl-Cloudy, R-Rain, S-Snow/Sleet, W-Windy
„ P@MI% COtilgill(IIVQ the ldgaGbn lftspeetiona must initial to signify that Inspections were completed at least every 120 minutes. "=

Lagoon ti ­ j Irrigation Fields Record
One Fon 'each Field per Crop Cycle
Tract a `�.i Field # J1?k' Facility Number
Fiend Size (welted acres) a (A)
Fe" Owner r., r lrrlgellan Operator e
Owner's Address V, , ,,s �13 / Irrigation Opera a �r1,3r� 3 I /
SSG d1.A' c.� aJ�� (r'rrw Address G 1i r�rudc.� }�s 4!5..
Cwnees Phone!! J y yr— / ci Operators Phone A r7, / �% �r<
_ From Waste tltlllxatlon Plan ='
Crop Type //-��- — fieoor7mended FAN
��.LIIiG�S s syr . t Loading tlWacrel t (B}_ - SO
(3) (4) (s) (a) '(7) (8) (g) (10) . (11) .
L200on
In
bate
(nvWddlyr)
Start
Time
End
T'sne
total'
M*wAA s
(3) - (2)
#of
Sprinklers
Operating
Flow
Rate
. (gaVrnin)
Total Volume
(gallons) ..
. (6) x (5) x (4)'
o unm
per Acre'
(galfacra)
(?)I (A)
WealsArralysla
PAN'
(IbMOW gal)
PAN Applied
(fblacre)
LUX
1000
Tlitr30e6
Balance..
(IWacre)
(B) - (10)
'
Waather`
Cade `
'
Msperll
(Initials
:2 �y-�f
:,tor•.
S,'r
1��.
.3
�.� ...
uS'�
07
Cry✓
Crop Cycle Totals Total PAN L�� _...:- ...... .
Owner's Signature _- Operaloeas Signature
_-._ -Certified Operator (Pring .. .- .. operator Certlgcation #
" WWthee Codes: C-Clear, PC -Partly Cloudy, GI -Cloudy, R-Rain, S-SnowlSleet, W-Windy t
" Persons cn npMng (ttelnigaGt n lnspedons t'nusl initial to signify that Inspections were completed at IsasI. every 120 minutes.

Lagoon 4--'lo Irrigation Fields Record
One Forn: teach Field per Crop Cyde
Traci
f,i
Field # .$ r
Faculty Number
Fleid Sizo (walled acres) a (A)
I.
a • Farm owner rarvr..,
Owners Address ��,,-AL13
S9� RI•
trri0ation operator
krigalfanOperator's
s.J a1�+ �'.-... Address
.
f�,dra
/-.->?.,'-/
ltv - +� •ram
Owners phone
J —
y— / `� a I operators Phone B
OI
From Wasle lltlllxailon Plan
•'
Crop Tyne
RkonvmWed PAN
�I/t''Stc j Loa(ft Vblacra) In (B)E.S
?'
[1} (2) (3)
(4)
(5) (0) V) (8)
) (10)
(11)
lagoon
ID
Date
(mr:,tddlyr)
Start
Trrr T,rne
t +-End Total
wtes
(3) - (2)
Volume
#of Flow Total Volume per Arne-
sprsnwem Rate (gaAons) ; . {eavacre}
Operating - (gallmin) • (G) x (S) x (4)' (7) r (A)
PAN Apprred
Waste Analysis (Ihlatrs)
laity• (81 0a
(tnll 060 gat) 1000
MnVeo
Balance. :'
ob a=)
W00 er` inspecu
: Code. (tnmels
'
8irJJ�}A+
L)0
T.
Crop Cycle Totals
Total PAN
Owners Signature
Operaloea Signature
Cerlifled Operator (Print) ...
' ....,..... ..... •_..; -:. . _ :..:...... - .Operator Cerlincalion #
_ - .. ,....:... ...
• Weather. Codes: C-Clear, PC -Partly Cloudy, Ci-Cloudy, R-Rain, S-Snow/Sleet, W»Windy
'" Persm Completing ihe.lmgatian Inspections mustlnitial to signify that inspections were completed at least every, i1 o minutes.

... _
Lagoon I;--`o Irrigation Fields Record
One Fom., Lach Field per Crop Cycle
Tract
Field At
Facility Number
Field Sizo (walled acres) '2* (A)
ay . Farm Owner
rrrigeUon Opaeator
Owner's Address
ICU, ,3�s �13
4rigation Operet a
J�rJ.d�� 1 y
Address
X-t 4r�. �...�
. o,nmers Phone e 1
0 -
ri- / 1
operators Phone ri
TV / 9 C>
From Waste Utilization Plan
= °'
Crop Type
.. Rkormiended PAN
s
•
l
(� t -3 if H
tA2fta Oblacre) = (B)
�y
.fl) (2) (3)
(4)
(5) (9) M (s)
to) tic)' (tt)
18Qogrr
ID
pale
(maVddlyr)
start
Time
End
rur►e
—
Total
tAir,ates
(3) - (2)
Inigation-
0 of
sprinkles
Operating
Flow
Rate
(gal/min)
.Total Volume
(galkats) :
(6) x (S) x (4)
vohMM
per Arta
(pauacre)
(7) / (A)
Waste Analysis
PAN" .
(bM 0.00 gan
PAN AppGad
(Ihlacse)
IMAM
1000
Nitrogeq
Balance. :` '
(lhlacre)
(B) _ 00)
W ealiw `
Coda -
imp"
(morels;
j'J.
.3'.
-5�-
�U
v o-c l
A. /l
--lr
�.�y...�
�>t
��
.�
�z���
Ate✓
S
%-/9—A6
17d,W
l01JJ4-
2a
-3
s2
33`?I'-
77
Crop Cycle'Cotals Total PAN �� _............ .
Owner's Signature Operaloea Signature
__—(. erflfaed Operator (Print) _. _ - ..........:...._ _ ... _.- .- - operator Ceiiiticallon # `
Waather Coder C-Clear, PC-ParUy Cloudy, CI -Cloudy, R-Rain, S-Snow/Sleet, W-Windy -
'� PfltS m completing the InAgail0n InspecUans must initial to signify that inspections were completed at least every 120 minutes.

Lagoon li 1p Irrigation Fields Record
One Four Each Field per Crop -Cycle
Traci a 6 7 Fleld >r N Ir Faculty Number L L.Z�_j - QJ 3
Field Stzo (walled acres) a (A)
ax . Term Owner T r. v Irrlgatlon Operdlw
Owners Address ►� U, .�o. �� / 4rtgetion OperaloraV�f
frj_x5TV-'/,2
.
I& !• s.tJ � lYrrw Addreowners Phone 9 a - S/— / / operatorsPtxxue a +mil
(11 . . (21
From Waste Uullzallon Plan
Crop TYpa Recommended PAN
(7 ✓ c j c c . Loading {lb_ !acre) = (8)
(s) 14) (s) (s) V1 181 M) Ito1 till.
lagoon
to
pale
(mmldd/yr)
Start
Time
End
lime
Total
WMUU a
M - (2)
#of
Sprinklers
Operating
Flow
Rato
(gallmin)
-Total Volume
igapons) ..
(6) x (5) x (4)' .
Volume
par Acre
(pallacre)
(7)1(Ai ' .
WasteAnafysis
PAN*
(Ibr� aoa gal)
PAN Applied
'(iblacre)
tat x i9�
) oaa
Ni wei, -
Balance.
Vbiac ra)
(B) - [1 n) ..•
..Weather`
: Code'
.:, . ,.: .
laspeetr
(tnitials
.2 - -,s
9,. , ,,.
D,Ja ar,
�h'u
.sz
Crop Cycle Totals Total PAN �� }
Owners Signature Operatcea Signature
Operator (Print) .. . _., .'...-. _ :....., _..•.:.;--:._...:: .._..:.....:.:..:._ ..:_...... _..._._....._ _ - _......... . _ ..
Operalot Ccrlincation #
• Wgalhar Codes: C-Clear, PC -Partly Cloudy, CI -Cloudy, R-Rain, S-SnowlSleet, W-Windy
�• PeMQnS COMPM119 U101rrig-800n 1r15pedOns must initial to signify that Inspections were completed at least every 12o minutes.

t _.ru+i tu{uru wryduon vicias KeCord
One F'orM for Each Field per Crap Cycle
Trao #
�.F�iafdl
�&;r
Facility Number
- Q
Field Sizo.(walled acres} _ (A)
Farm 0% r.ar - ' " Irdeailon Operator
Owneea Address tab Aaj- 1� `° Irrigatign Opemfoe .
/lN• Ale
'
p IG4
% -'039
�y�' %/�iG�
Ownere Phone tl
�- ' —
iJ( Operators Phone fi
Frorn Waste Utilt�tion Plan
-
Grasp Type
•
newn mended PAN
(�
-
4 t
1.oadlnQ (IWacre} W (B}
e7
(t} (2) (3) ..
(d) _ ..
..; (s) (8) (7) {8}, ; :....
(9} (to}
(1t) .
lrrfqaUon
lafloon
tale Slant End
iotai .
o uma
#of.., Flow., TotalvolurrsQ .. per Acre :;'
PAN Applied
Was alysis {lbhcra)
mtroge:n
Bafanrs,
Weather `
i�
(n-mVddlyr} Time rime
Minutes
5prin4ders Fiats ; .(gafltxls} . :.. i�gallatxe} .:
P?t1' :::. `, 1�]
(lbf=0
Ope�aUrIg
�-
s
Sk
/
t;30,6h 1f:3a „
ek .
,3 ' . � D a gas
..
Crop Cycle Totals
T0ta1 PMt , .
Owner's Signature
_! opereloes
Signature
.:..__..._......,_._.
...... - Certified Opeatnr(Print'
; ---„--
eraf_oG rttndatm- -# =1
- •�..._.-._....,
,
' Weather Cadw. GClear, PC -Partly Cloudy: Cl-Cloudy.
R-}fain, S-SnowlSleel, W-Windy
"Persons cgmpleGnG the lrtigaGon inspections must41jiW to 51pify wIfispecrions were -completed at least every 120 minutes.
"

L. _.+un e_lyulu nrlyauOn V1010s I<eCo(d
Onls Forfn for Each Field per Crop Cycle
Tract #:rj6 J!'r�J
�I
Field
Facility Number
-
Pleld Sixo.rwelled acres) a (A) r
'
% _ Farm pwnar . - Irrlgaflon Opwylor
Owncrd Addreas FIEN k3 �23 lrrlgskn Ope�f 9ss
Ck
Owners Phoneii V- — D( Operaws Phony 0
f
/ 0 •' � O�
From Waste Utilization Plan
Crop Type Recommended PAN
C �U
-Loadi%i Wade) _ (B)
(1) (2) (3) . ' (4) (5) (B) ; :'(7) {8}..
(9) 00)
Irrigation
Vol uma
.. PAN Appried
Nitrogen "
`
Lagoon
hale Siarl End '.':Tola1 . # o(• .. Flow.: folal Volume . per Acre . '
'
Waste Analy sis (lblacra)
UatanCa 'Weather
to
(n"ddlyr) Time Time Minuies Sprinklers Role ons} : (gaVacro) .':
OPeialirig (gaVmin) (6) x (5) x (4)- ' (7) r (A)
PAN* . .. (Sl x 19y
(rbl1000 gal) ; .r..1tl0o '
Qtilacre) Code'
(g1- (i0)
,«
ILI�� 1:11p ..�Qtif- u�`
..
Crop Cycle Totals
Total AMl .
Owners Signature Operator's Signature
CerEiffedOPerafor (Prin!} ....._. ,-,•:ems.. •,<�_ -'a.=ram' .---f—=w•-
OPeratur Certlkuon
Weather Codes; C-Ctear, PC -Partly Cloudy.-V-Cloudy, R-Un, S-SnOiv)Slael, W Windy '
"
Persons completinG the ltrigzyort nspecilpils M stINVjal tO s(grii(ythat Inspecti8ri9 iuere.comp(ated at least every 120 minutes.
- "

r
�.Uuwr uyuru impauon r-wias Record
`
Qne Form for Each Field per Crop Cycle
Tract # �OS '.
Field
Facttity NumbHr
•
Flefd S12o.(wallad 2cra8) - (A)
� . Firm Owner
OwnerB AdBjess p u. h34 :12.7
li flat
. frriBalfan OparaEor
Irrigation operator's
Address
.' '
Ow
Operator's Phone #
/%O
From Waste Utilisation Plan
-
GMP Type
Recorra needed PAN
Loading phracre} = (B)
U r}
(t)
(2) (�)
(4)
(5) IB) (7)
Lagoon
0.1e
{rnmlddlyr)
Start End
Time Time
Irrl stion
uma AN Applied
totaE �o[. Flow r TokalVolumea . , 'per Acre"`:' WasteAnalysEs `(ihlacra)
Minutes Sprinklers Rata- . (galiane] . ; (galrac re) ' PAN'
Operaiin9 (9) (6) x {Sj x (4}' (7} r {AI ' : (Ib/lobt]gat}" 1000S'
her'11)
e(3)-(2).
'3 Jo( -I :3� r•.
�J
�r
1
M'b
WOO po'
Crop Cycle Totals
Total PAN
6wners Signature
Operatoe
'Signature
_ .:.. _ .. _....-.._._
Certified Operator (Print)
operator Certificationfi
' Weather Codes: C-Cleaf, PGparlly Cloudy:.0-Cloudy, R-Rain, S-SnativiSleef, W-W'rndy
"" Persons completing the lrrigalioR lrlspectlOnS must in(tiA1 W 5lgnity that ltlspedOns 1;v0re.completed at least every 120 minutes. " "

._ rvli ukutu uglyawn rle= KeCord
Qn�e Form for Each Field per Crop Cycle
Tract #
�,
Fterd it Jt S Fads, Y Number
Ffold Sixo"(welled acres) -(A)
r
+e . Perm C7Mrrier
owners Addiez* prw r3e,F 22.
.. Irrfpalfon gp�ralor
krigatian Opewalcrs
.►�G
r�
Address /�.►�:.
C7wnees Phone #
(}. -
Q I Operators Phone #
From Waste tltillzetTon Plan
Cramp rypeAil
Recorrcnended PAN .
E aadiilg Ublad'e) = {H}
(i) (2) (3) .
{4}
{5) {8} '(7) {a}:". (9) (ta}
{tt}
Irri stlon ; .. .
tagaon
Date Start End
,,Total ""
Volume Pxm Appiied
# of... Flow :,' 7otat Vaturr>p per Acre -l''.' Waste'Analysis :`"(rblacra)
Mtrogen
9atanae, Weather `
CD
(n�vdddlyr} Time Time
Knutes Sprinklers Rate :�galTons} . : " (gQJ4 re} . ": PAN' . "" :. (a) fSl
(Ihlacra} :''Cade'
'
(3}- M. Operating (gallmin} „-{5) x [5) x (A)' ' (7)1(N -.(Twiab6 gal} i040
(B)- (to}
S ,,aj A-,
IMP, c>2. ` 53.:
U; 0: .2ops g
Crop Cycle Totals 1 ota! PAfI
O+uner•s Signature
Operator's Signature
_—
:......:...-.._._. ....... .... ... CertidfteOperator (Pn*nt)'-.....:.:... .-
- _,. _ .......-- —M..a �;.' M:�=/�z , - -;--
- - ...
Weather Codes; C-Clear, PC -Partly Cloudy: Cl-Claudy, R-Rain, S-SnowlSleel, W-Windy
.
"- Persons completing the Irrigation inspec4bns mustlN AI to Stgnity fttlflspecCtons �Vere.completed st feast every lzti minutes.

uun uywu nrryouOn r-leto$ Record
O.rte Form for Each Fletd per Crop Cycle
Tract #
��, Fidld 0 / rlC,1� Facirdy Number
Field Size.(watted acres) _ (A)
9 . Fwrm Ow++er
Owned Address c1 2.3
It 1 d
- hrlgMUon Pper�lor
Irrigation Operators
Address (' C We -
'
Owners Phone #
v`• 0!
Operators Phone a DO'
From Waste Utlllzatlon Plan
Crop Type
ti
Ftecarrvneruted PAN
Loaft (Iblacre) = (13) V
(1} (2) (3) .
(4) (5)
(9) (7) (g) (9) (10)
(7tJ
Irrigation
Lagoon
0
hate
(mmrddlyr)
Start End
Time Time
• o urtw .. PAN Applied
Total . # at... Flow ; folal Volem per Acre ' Waste,Analysia `(Wacre)
Minutes. Sprinklers mate (gallons) . .:. (gaVarxa} .'; WAt�f' . _'.:. (g1 X [g][9]
(3) - (2), Operating' (gallrnin) : (ti) x (S) x (4)' �) / (Aj (3h11UW 621) :., , i CM
Nitrogen
6ataneq '"
ObhJ 2e)
(13)- vo) '"'
•Weather
Code `
"•' "
�,�'
sj1z ,r
4:d�,q-r,. ls:,� P.�
• i ��. • 3-.
'�.v��•:'.: ..�, �:. ; �.s�,...�, :5 r -
� •
� .
0,�r
/0
8;-,3vA14'j001
'jkv A
..
Crop Cycle Totals Tota! PAN .
Owners Signature
Operator's Signature
:,.... ......_._. ..... ._. Certified Opera tar (Print) "- .-..:.....:...' . - .._ ... .... �. - _ .... .- -- - - —' Crtifl' -ram._:
Operator a cation #
- - .-
_........ _
_ ...
Weather Codes; C-Ctlear, PGParlly Claudy..Ct-Cloudy, R-Rain, S-Snotiv/Sleet, W.Windy
'- Persons cort3plt?[1ng the lrrigaGon inspectibils must lnttial t0 slgNfy that lnSpedIMIs were completed at least every 12o minutes.

JIvn L-iyuuu wigauon rlews Record
One Form for Each Field per Crop Cycle
Tiae( # %��. Field #
Fncfity Number
Field Siw.(wollad ztcmS) - (A)
' 1% . Farm Owner
Ov. 'I. Address �"W i6
Lrlgatlnn Operator
Irrktalion Operator'
AddreBs
Owners Phan # v� — O [ '
Operators Phone #/
From Waste Utlllwion Plan
Crop Type Recorrwnended PAN
1-cadbo (iblacre) W (R--------------------
]
(1) (2) (3) . (4) (S) (0)
Irrigarmn
Lagoon
10
Dale
(mrnlddlyr)
Start End �alel Hof... Flow,
Time ThTe Minutes Spr[nklers [late
(3) - (2). Operating (gaVmin)
oluma PAN Apoed
ToialVolurrip per Arse`:::' WasleAnalysis {lblacre}
7 . (gallons) . .: (galfacre) '. PAN' .:: (8) z (91
; (B) x (5) x (4)' ' (7}! W :. (Ib/1t7t]o 9ai) ;•. ,.10U1]
hfitmges
13atancA
( otl a]
(8) - (It))
Weather`
'. .
..1z
:so IPr►, tY)3� Yam. 1SN S
r ul�v..` _ ' -
:. Crop Cycle Totals
Total PAIV .
(jwner's Signature
Operator's Signature
Cer(ifiedOperator{Prin1) : :_....•..._ _... ....... .... _..... _ _
Operator CertiflcaU #
_ ._..
.._._....... _
`
Weather COdes: C-Clear, PC -Partly CIOUdy; Cl-Cloudy, R-Fain, S-SnO14S.Ieaf, W W iridy
- @TSDAS CD(T1Aleling the lrrsgaklOq lTlspeCii0na MUSt IMI-di tp S19T11ff that InSpedIDl1g v Mre.cornpleled at leas[ every 120 rnindtes.
- .

,--.-jvs, utyutu mjUouon t-ielas Record
One Form for Each Field per Crop Cycle
Tract # �(A
Fadlity [Number
Plaid S"Llwolled acres) n (A)
Owrnees Addmas Prp,, 136,1. 223
ifffeCA-
Inloalron Operator '
Inigatlon Opeeatr lra
Address (s Ale -
owner's Phone # (}-
O I ' Operator's Phone # 0
From Waste Utlllzation Flan
Crop Cype
Recom'nerlded PAN �3 "�0 '
:..:�.
Loading Wacra) _ (B) [J .
0) (2) (3) .. (d) (5)
Lagoon
ID
talgallon
Volume PAR Aped
Date Start End Tolai . # ot, , . Flow , dotal Volume par Arse'::.' Waste Arialyais ` (lblacse)
{nssnlddlyr} Time rirrre klinutes Sprinklers Rate . (gallons) . : '(gQUarse) PAN' . {81 x f91
(3) - (2). Op©_Ur g (gallmin) (6) z (s) x {4)' ' (7) i (A) :.: (lbf OW get) ; :..1SSO4
Nitrogen
Balance, Weather
ptilacra) :'Code'
(B) - (i o)
. ..
... ;•
5
� )3 l � $;3a t �3u ' l ro
3' • �1 Er �1 °' � ii '1:
..
Crop Cycle Totais Total P/>tt+(
Ovmees Signature
Operator's 8ignafura
:.....:....._ ... '....... ._. Certified Operator (Print)
�.:,:_,�
Operator CertBtcaiion #
_ ...,
Weather Codes: C-Clear, PC Partly CIOWY I -Cloddy, R-Rain, S-5nowlSleel, W_W;ndy
" i?ersons CnmQleting the krrigaGon lnspecGans must tnittal to 5lON that InSpacnons were.cnmpleted at leas( every 120 minutes.

uri L-u{ucu rfrryauon t- mias KeCord
One Faun for Each Field per Crop Cycle
Tf2Cf# 'S)us . Fi d0 � Paclhty t�[vmhar
Meld Size (welled acres) 4 (A)
�.
' y . Farm Owner
- Irr[palEan Operator
'
Owners Addgess F,% A' :.23 4rigaGan operators
•
�+( ��'•.
�
,
[e- Address 6{� 1%�.'L'-1W
i✓G
_
Ovmefg Phone #
-' - Oi Operators Phone # //o"
From waste UtIltzatlon Plan
-
Crop7ype
Reamnended PAN
(1) (z) (3)
14),•(7} .. - {9} S1o} '
•
'01) .
-
... 'trt anon - ., . _.
_ _ ..._..... .. -
Volume .. PAN Applied
rJilrogesa '
Lagoon
Date Start -End
:,;,Tots) , #at... Flow, ToRaIVolultre' . per Arse',? Waste Analysis :':Qwl are]
BaEar�ce. -'Weather
t0
{tTbWdd/yr} jime lima
i�tinutes Sprinklers Rate . (gaitrns) . :. : (gatlau) .': PAP ."
(3)-(2), Operaiirig (gaVmin) ...(fi)x(S)x(q)' -:�'(7)!(/1] '':-.(1511UWgatIDGO
)
.
j
/,, r r J0
l r 'r • �' �'� e[ O :t! yjb dIOC!-�. ; r: • .�/ .
�T �-- �r-r/
'Crop Cycle Totals = Tots! PAN .
__..
Owners Signature
Opera#ot's Signature
._..
IL . --
Weather Codes: C-Clear, PC -Party ClaUdy., Ct-Cloudy,
R-Rain, SSnoHvJSleet, W Windy
"- P2TSons Compl2Ung the #rrigaUOR 1r15peGU6nS MUS( #nl#sal to S#gnlfy that Inspections wOra-wmpleted at least edery 12o minutes.

4 ir�r� uL{ueu im!Jauon t-relas [record
-• _
One Forrri for Each Field per Crop Cycle
E • . '• : < : '•;': =.
Traci # i7 I a�
F1 d # )1,
Facility Number
Feld Siza,(welled acres) 4 (A)
' �► . Farm Owrier
Ovmefs Pddrose PMl3 4. 227
tA.
• " tMgaltor, Op�rifor
krEgalion Operators
Addra9a
byp II 'r 7t' ems, .�C.
Ownefz Phone # Vim. —
O ( OperaWs Phone tt
From Waste utilization Plan
Crap Type
Recamtnended PAN
Loading "cre) = fB)
.
t) (2) (3) (a) .
Irrigation • '
..
La400n
to
gala Slam End 'rntaE
(n-Vddlyr) Mime 11me Mnules
(3)- (2).
e urns PAN Applied
# af, .. Flogs .• , rolai Valtrrrw per Arxe ` ;' Waste'Analysis -`'(161acra)
Sprinklers Elate ; . (gallons) . :. (pbiacre) .' PAN" . '.. MI x 491)
Operaiing (gallmin) (6j x (5) x (4) (7) r (A) i • '.(16/1t700 gaE) :-.:. I am
Nitrogen" '
$a[arue. ' :' .'Wealhor'
06/acra) ?Cade `
'�s
�o -[.]' 7%� ��A�•. �-(! .
3. �2•' :��'[3�'L�� . �
J'.'•°- �-� --
..fir✓ •
..
Crop Cycle Totals
7ata! pMt ,
OWner's Signature
Operator's Signature -
_ ...,..:.....,...., _ ...,.. i Certfieperate or {Pnt)
' d O
:.. -..
O"eratorp �C,ertlticatlgn
" Weather Codes: C_Clear, PGQartly Cloudy; Cl-Cloudy, R-Rain, S-SnouvlSieet, W Windy
"' Persons completing the lrrigatiori lnspections must Inlli-al to signify that in'spE:ckris t Vpre •corttplaled at least every 120 minutes.
:.. , l::•.

I1y
' � a I �� s..�i{uw a uyauon rretas Kecord
One Forrri for Each Field per Crop Cycle
� I
� " ° --•" _
Tracl #
(y� '. F)t31d ii' rn rl0
176*11 ty Number ' 25
f� 3
1:1e1d Siza.(welled acres) (A)
�. ►!f "
q : Faem Owner ' - trrig2u. Operator
OwnersAddre-" yipy Fio¢ �` 3 Irrigaliq Operator's
Address
owners Phone #
o—" — OI Operators Phone g
po
From Waste Utlllzatlon Plan
Crop Type
Reeamroended PAN
}
Loadli g (iblacie) = (13)
"..; '
"U
(t} (2) (3)
4} .. .. ....
(5} (8) ,'(7) to}. "
(9) (10)
(tt) •"
Irrigation
.. ....
Lagoon
to
Dale Start End
(rrurdddlyr) rMe Time
Volume
total Flow', Total Valump per Acre :.'
Minutes Sprinklers hate . {gallons} . :. (paUaae) -'
(3)- (2). Opo2ling (gailmin) •(6) x (5) x (4)' : • (7) I (Aj ' :
.. PAM Applied
Waste Ans [ sis ""' (lblacs}
PW*t• ." .. : , t01 z i9)
(ibJtfl06 gal) ; .. IWO
. Nitrogen '
Balance. "" "'Weather
(Ihlacra) - Cade'
161- (10)
Apo r
.
•. ..
'.l+ . I, Ili � �,
'
Crop Cycle Totals
Total PAN .
_..
Owner's Signature
Operator's Signature
. .. ....._._.__. .. . CertitiedOperator(Punt) _.. _. _. - -•• - Ce n lion --
--" -- ._....__._...V.. -- -
" Weather Codes: GClear, PC -partly Cloudy :.C!-Cloudy, R-Rain, SSnorAleel, W-Windy '
" Persons completing the irrigalian inspections must inifral to signify that 1nspe6otts were.compleled at Fast every 1120 minutes.

..�L 14ulu uuyauon t-mics RecorU
One Fermi for Each Field per Crop Cycle
--- _
Tract #
t: `15' '.
Fiald }! V P!t' Facirly Ptumbar
Field Sizo,(welled =res) e (Al
' 4 Farm Owner
Owners Address
' .- lrrlpneon Ope lcw
pip,, 7 L 3 Wgallon Operators
Address d' 1J*eL'' raw itrG
Owners Phone #
�`..
o l operators Phone # %V �W :— ? 01
From Waste Utlllzetion Plan
Cmp -Type
Recommended PAN
-Loadlixi UtVacra) _ (B) b'V
3'
(1} (2) (3) .
(4)
AS) (a) :'(7) (8): (g} (10) '
01) .'
Irrigation
=; -,L
Lagoon
l0
Dale
{mmlddlyr}
Start End
lime ' 'Time
',,Total .
Minutes
{3} -(2).
aurew ., .. PANAppried
# Of... Flaw',, Total Volume per Acre Wast4'Analysm �' (thlacre)
Sprinklers Rate . (gaflnns) . ; {galracre) .'; PAN' . it31 is fgl
Operaii�g (gaAmin) (6) x (5) x (a) (7) ! (A) ' ` tlhllClQ6 9a<}' , ,1000
Nilrogerr
galanca. '" •Weather
¢tilacre)
" (B) - (10)
''dill ice•
G}�
..
Crop Cycla Totals 7ntal P1LN
_._....
Owner's Signature
Operalot°s Signature _
—'- --
... Certified Operator (Print)'•'.,,.
.
:_.:-.:..'
-
.. _... _, a. _ _ ...._. _ _
.. Operator CertlticaliOtl
" Weather Codes; C-Ctear. PC -Party Cloudy;.Cl-Ciaudy, MRa1n, S SnowJSteet, W_W)ndy
'"Persons completing th0 lrngaUon )nspeci)ons must tr111t01 to SlgnIfy that Inspections ware.complsted at least every 121) minutes.
_ ...

ti�Ibtvfi Lu{ueu unyduon rreias Record
•._.. _ ...
One Form for Each Field per Crop Cycle
Tract #
Y671s�] 1 id d # �Y!
Facility Number 15
_
Field Sim.(welled acres) e (A)
�.
' q . warm Ownar
Owncea Address
- _ 1Mgatlan Oparalor
F th o¢ 221 IrrigaGgn Operators
Address
6plls'1�� Crr� td ;tfG
Owners Phone #
V— — D J Operawes Phone #
r1d�
YI U
From Waste Utilizatlon Flan ..
_
Crop Typo
Recommended PM!
j Loading Ublaere) _ (B)
.
'
{I} (2) (3) -
(1 : (G) • (8) . ,'(7} ,., (9),
Irrigation
'
Lagoon
tO
Dale Start End
(n-0wddlyr} Time Time
Volu PAN Applied
, Total , # e(• • . Flow , Total Volume per Acre':.' Waska Analysis : - (Iblacls)
M;nules Sprinklers Rate ; . {gaflone] .:. (g8llatse) • .' PAt [• .' .. - , {S1 z E95E95
i) - (2). Opa-Ur g (gaVni:rl) :'• .(1b11s>DU �) iflno
(6) x (5) x (4}
." . Nirrggeq '
Balance Weather
{fblaexa) Code'
Fr�
u3-ls 1;J�,�r►. ;���...
��tl. 3 sue' �';%:. rsd3-::.
S?-
.--� /-�
..
Crop Cycle Totals
Total PA.PI
Ownees Signature
_ Operafot's S}gn2turs
w .:._..... _:._ ._ _ _ . ....... _. Certified Operator (Print)
Operator
'Weather Codes: C-Clear, PC ParUy C1Oudy; Cl-Claudy, R-Rain, S-Snl+ dsleet, W-Windy
'- Persons complating the irrirdaGorl fispecUbrls must inItlai to stgni(y that Inspections were -completed at least every i 20 minutes.

l
L_• Iju uyueu yauon r-tetas i"tecora
Orte Forte for Each Field per Crop Cycle
Tract #
b �� '. Mal # jars Facility Number
Fleid Siva .(welled acres) a (A)
1.
• - q : Perm [Jwnar
. � - ]rriertlan 6{Yw aloe
,
OwneedAddreaa per, 034.R :.2.3 '' ' ' Wgation OpeTtols
y
•
llirr+L iGA ddress %/'r.� - f /�tl• Ct.r•1v.17
A
,�r�,
Ownefs Phone #
V- -JoD I ' Operators Ph— #
From Waste 1ftIlization Plan
CmP Type 'f7 y RecOmMilded PAN
10adinp(Itvacre)=(B)
(i} (2) (3)
(4) .. (5) . (6) , .'(7) ,, . (} (9) ..fro}
IrriSetion
�ma PAN Applied
." Nitrogen
Lagoon
Dale Star! End
total 6 of... Flow', jotal Volume per {\ae ::' Wasio Analysis (Ib/acre)
Balance. YJe'a er `
ID
(mm/dd/yr) Time Tme
Minutes Sprinklers Rats . (pa}fona} . ; . : ' (gaUaae} .': PAN*oda
•.
Opurafing (gat/rnin) .(G) x (S) x (4)• ' gal)
�t%Ifiil
'! V v. r•. ��.: - '..-li Cl-••'- .' y�
17)
..
• Crop Cycle Totals Total PAN .
C Wner'S Signature
Operator's Signature
:•.......'......._._. ....... ._. ... Certified Operator (Pnni)' .....:......... .. :: _..- ._ _.. _..... _._.... .-.. _, _ -
Operator Certlflcalfot� 91F - -
-
_ - ...
' Weather Codes. C-Ctear, PGParUy C1Oudy,Ct-Cloudy, R-Rain, S'••SrloMSieet, WWndy
P2isonS cQmptetisrg the irrigaGori tnspeCUbns enlist
tnittal to 3191(y that ImpeC(ians rvore.cornpleted at leant every 1126 minutes. '

10/06/?A15 20:57 19105941707 FNt�E 01
WARREN FARNIING CO., INC.
VLrF PARTNERSHIP
WARREN SW -NE FARMS
596 BLAKE RD,
P.O.13OX 223
NEWTON GROVE, NC 25366
910-594-1701 (PHONE)
910-594-1707 (FAX)
FAX TRANSMISSION
TO:
coAPnrnr: n 14//2
PHONE #:
FAX #: AID-r -`
FROM: t r
DATE:
NUMBER OF PAGES INCLUTDINU COVER.:
MESSAGE:
' J i
1Dn�1y{P.- q10 w -�'gb, V17
NOTE: The information contained in this facsimile message is privileged and confidential
information intended for the use of the individual or entity named above. If the reader of this
message is not the intended recipient, you are hereby notified that any dissemination, distribution,
or copy of this communication is strictly probibitod. If you have received this fax in error, please
notify the sender immediately.

10I0612615 20:57 191r35s41707
PAGE 02
PLAN OF ACTION(Poa) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
Facility dumber. 82-13 County: Sampson
Facility Name: Kipj Farm Nurse
Certified Operator Name: Ronnie Wliliams Operator Number: 24153
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 1 Lagoon 2 Lagoon 3 Lagoon 4 Lagoon 5
Lagoon Namella: 1
spillway(Y or N): N .
Level(inches): 16
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 DWO prior to transfer of waste to a site
not covered in the facifity's CAWMP.
Operation will be partially or fully depopulated.
-Attach a complete schedule with corresponding animal units and dates fro 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: 10/612015
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.
_ (a �M,C-ry_� Phone: [phone]
FaiRy Owner/Manager (print)
t3`Ss_ LiS date: 10/612015
Facility Owner/Manager (signature)

10/06/2015 20:57 15105941707 PAGE 03
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' S
line m =
155,7 lb PAN
2_ Structure ID:
line m =
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.lineal +2+3+4+5+6= 155.7lbPAN
111. TOTAL PAN BALANCE REMAINING FOR AVAILABLE CROPS DURING 30 DAY DRAW DOWN
PERIOD. DO NOT LIST FIELDS TO WHICH PAN CANNOT RE APPLIEn n11RiNG THIS 3n nAY PPRinn-
N�m
I 0�
'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) = 16a4.6 lb. PAN
IV. FACILITY'S PoA OVERALL PAN BALANCE
W. Total PAN to be land applied (fine n from section ll) = 155.7 lb. PAN
PoA (30 Day) 2/21/00

' 10/u6/2015 20:57 . 19105341707 PAGE 04
x. Crop's remaining PAN balance (line v from section III) = 16�84 6 lb. PAN
y. Overall PAN balance (w - x) = -1529 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
Irrigation onto existing spray fields will continue as weather and field conditions permit.
PoA (30 Day) 2/21/00

10/06/2015 20:57 19185941707
PAGE 05
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 (I0): 5
2. Current liquid volume in 25 yr./24 hr, storm storage & structural freeboard
a, current liquid level according to marker
b. designed 25 yr./24 hr. storm & structural freeboard
c. line b - line a (inches in red zone) =
d. top of dike surface area according to design
(area at below structural freeboard elevation)
e_ line c112 x line d x 7.48 gallons/ft3
3, Projected volume of waste liquid produced during draw down period
16.0 inches
19.-01 inches
3.0 inches
44944 fiz
84045 gallons
f. temporary storage period according to structural design 180 days
g, volume of waste produced according to structural design 59049 lit'
h, current herd # 5-7-451 certified herd # 8566
actual waste produced = cuggat 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 8/21/201 S
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) 2121/00
42089 ft'
to
277Z2 W
87031 gallons
0.91Ibs/1000 gal.
155.7 Ibs, PAN

RECEIVE00
A74V
NCDENR
North Carolina Department of Environment and Natural ResourRkTTEVILIF REG,ONat OFFICE
Pat McCrory
Governor
Ronnie Williams
Warren Swine King Sow Farm
56 E. Mount Gilead Church Road
Clinton, NC 28328
Dear Ronnie Williams:
Donald R. van der Vaart
Secretary
September 15, 2015
Subject: Sludge Survey Testing Dates
Certificate of Coverage No. AWS820013
Warren Swine King Sow Farm
Animal Waste Management System
Sampson County
The Division of Water Resources (Division) received your sludge survey information on June
19, 2015. With the survey results, you requested an extension of the sludge survey requirement
for the Lagoon No. - 4A and 2 at the Warren Swine King Farm. Due to the amount of treatment
volume available, the Division agrees that a sludge survey is not needed until 2019 for Lagoon
No. - 4A and 2016 for Lagoon 2.
The next sludge survey for the Lagoon No. - 4A at this facility should be performed before
December 31, 2019, and for the Lagoon 2 should be performed before December 31, 2016.
Please call me at [phone] if you have any questions.
Sincerely,
...
J.R. Joshi
Animal Feeding Operations Program
cc: Fayetteville Regional Office, Water Quality Regional Operations Section
Permit File AWS820013
1636 Mail Service Center, Raleigh, North Carolina 27699-1636
Phone: [phone] Internet: hftp:/Avww.ncwater.org
An Equal Opportunity 1 Affirmative Action Employer — Made in part by recycled paper

WASTE UTILIZATION PLAN
Tuesday, August 30, 2011
Producer:
Farm Name:
Telephone # :
Type of Operation:
Warren Swine Farms,
King Farm 82-13
P o Box 223
Newton Grove,NC 28366
[phone]
Combination Swine Farm
Number of Animals : 17038 swine design capacity
Application Method: Irrigation
LG6o 1'.(" — :
RECEIVED
JUL 14 2014
DENR-FAY ETTEVILL E REGIONAL OF'5C
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
contents 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 avaialable 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 DEM 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 requirements should be based on the waste analysis report
from your waste management facility. Attached you will find information on proper sampling
techniques, preparation, and transfer of waste samples to the lab for ananlysis. This waste
utilization plan, if carried out, meets the requirements for compliance with 15A NCAC
2H.0217 adopted by the Environmental Management Commission.
Page 1 of 11

AMOUNT OF WASTE PRODUCED PER YEAR (gallons, ft3, tons, etc.)
17038 swine X 1.31 tons waste/swine/year- 22382.2 tons
AMOUNT OF PLANT AVAILABLE NITROGEN (PAN) PRODUCED PER YEAR
17038 swine X 1.59 Ibs PAN/swine/year-- 2ID86-2 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 suface application.
TABLE 1 : ACRES OWNED BY PRODUCER
TRACT FIELD SOIL TYPE &CLASS- CROP YIELD LBS AW COMM ACRES LBS AW APPLIC.
DETERMINING PHASE CODE N/ACRE N/ACRE USED TIME
4621
1
;WAGRAM 0-6%
BC
5.51
260.04'
0`
5.66
1471.831 MAR-SEP
1 4621
_
f;
1
0-6% -- - -
SG
1
50!
Or,
5.66
283' SEP-MAY
---5705
-jam- _
1
_WAGRAM
IWAGRAM 0-6%
C - _
751
93.75,`-
Oj
- _ 6
562.51 FEB 15-JUN
5705
�•
1
WAGRAM 0-6%
- W -
-- 40j
96j
SEP-APR
5705
I'
1
IWAGRAM 0-6% -- '
SB
23;
921
0!
6
5521APR-SEP 15
j 5705
j
2
jFACEVILLE 0-2% --�-
BH
- -- - 6,
3001
0,
- _ 2
6001 MAR-SEP
j 5705
2
IFACEVILLE 0-2% j
SG 1
1j
501
01
2
1001 SEP-MAY
I 4626
2
WAGRAM 0-6%
BH -
5.5,
275j
01
3.78
1039.5€ MAR-SEP
IWAGRAM 0-6% -- TT T- -
- 5G ---
-- 11
50
0;
3.78
189p SEP-MAY
j 11723
I
2
IFACEVILLE 0-2%
BH
61
300
0.
10
3000 MAR-SEP
11723
_
-
2
- - - - - - - - - -
;FACEVILLE 0-2%
- -
SG
1
50
-
O;
- - --
10
--------- ------- -
500; SEP-MAY
i $705
ۥ
3
NORFOLK 0-2%
C
115,
143.755
Ol
6.16
885.51 FEB 15-JUN
j 5705
�I"
3
;NORFOLK 0-2%
W
601.
1441
0'
6.16
887.041 SEP-APR
5705
j•
3
iNORFOLK 0 2%
35:
862AAPR-SEP 15
4621
;-�3
_
;WAGRAMO-6%
_SB
BC5.5`
_140
260.04-T
_0'
0,
_6A6
18.8
_
4888.75j MAR-SEP
4621 ---
j� --
3
iWAGRAM 0-6% - - -� -
SG
- _ 1
-501
- - 0
18.8
-9401 SEP-MAY
0 •--
- 4
;WAGRAM 0-6% _
C .
75.
93.75)
01
11.48
1076,251 FEB 15-JUN
j 5705 �-I"
4--
T -
-1WAGRAM 0-6% +
-
W
-
40�-
-961-
-
_0'
11.48
1102.081 SEP-APR
5705
�•-
4
IWAGRAM 0-6% , -- _
SB -- _-
23`.-__
__.9�1 --
01
11.48
1056.161APR-SEP 15
4634
1•
4
-!NORFOLK 0-2%_--
G
115j
143.751
01
12.75
1832-81iFE515-JUN
4634
4
INORFOLK 0-2%
W
601
144j
12.75
1836 SEP-APR
f 4634
j•
4
INORFOLK 0-2%
SB
140_I
_0;
01
12.75
17_85JAPR-SEP 15
i 2 16
I•
P1
NORFOLK 0-2% �
C
_351
115
143.75
0
26.4
37951 FEB15-JUN
_
4625/6
I-
P1
}NORFOLK 0-2%
W
60
144
0`
26.4
3801.E SEP-APR
-- --
462516
•
----
P1
- - - -- ------ -
{NORFOLK 0-2%
SB -
35,
140
01
26.4
36961APR-SEP 15
I 4621--" -P2A
4621 •
P2A
jWAGRAM 0 6% - -
IWAGRAM 0-6%
-- C - -
- W -
75i
--40,�__
93.751
- 96,
0j
-01
14.47
14.47
_
1356.561 FEB 15-JUN
1389.121 SEP-APR
#-- 4621
P2A P2A
WAGRAM 0-6% ----SB
- - 23';
-921
- 01
14.47
1331.241APR-SEP 15
4621
1"
P213
WAGRAM 0-6%
C
75
93.75
0:
y
8.83
827.813j FEB 15-JUN
�4._621
P26
;WAGRAM 0-6%
W
40'im~-
96;
di
8.83
847.681 SEP-APR-
{ 4621
- j"
P28
,WAGRAM 0-6% --� --
SB
-- 23�F
-- 92
0�
8.83
812.361APR-SEP 15
i - 4621~-
'"
P3
,WAG RAM 0-6%
C
75
93.75
0
29.96
2808.75, FEB 15-JUN
4621
I*
P3-
-,WAGRAM 6-6116
w
40
96
0;
29.9E
2876.16j SEP-APR__
4621
1" P3
IWAGRAM 0-6%
SB
23
92,
--- 0,
29.9E
2756.321APR-SEP 15
TOTALS: 32668.3
Indicates that this field is being overseeded (i.e. interplanted) or winter annuals follow
summer annuals.
* Indicates a Crop Rotation
NOTE: The applicator is cautioned that P and K may be over applied while meeting the N
reauirments. Beninninq in 1996 the Coastal Zone Manaaement Act will require farmers in
Page 2 of 11

some eastern counties of NC to have a nutrient management plan that addresses all
nutrients. This plan only addresses Nitrogen.
Page 3 of 11

TABLE 2: ACRES WITH AGREEMENT OR LONG TERM LEASE
(Agreement with adjacent landowners must be attached.)
(Required only if operator does not own adequate land. See required specifications 2.)
There are no Acres Leased
-- Indicates that this field is being overseeded (i.e. interplanted) or winter annuals follow
summer annuals.
* Indicates a Crop Rotation
* Acreage figures may exceed total acreage in field due to overseeding.
**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:
CROP CODE CROP
le
'CORN
1BC
HYBRID BERMUDAGRASS-CONTROLLED GRAZED
GBH
; HYBRID BERMUDAGRASS-HAY-
SG
I. SMALL GRAIN OVERSEEDED
TSB ---
--- E SOYBEANS
`W ------
WHEAT ---
UNITS
BUSHELS
TONS
TONS
AC
,- -BUSHELS
BUSHELS
LBS NtUNIT
1.25 j
50 -
50
50
4_ i
-- 2.4 -Y v
Page 4 of 11

TOTALS FROM TABLES 1 AND 2
ACRES LBS AW
N USED
STABLE 1 - 156.29 32,668
TOTALS: j 156.29j 32,668
AMOUNT OF N PRODUCED: 27, ,i 3, S3Y
* BALANCE 5,602 _ 9, 130 d-(u,+
' This number must be less than or equal to g in order to fully utilize the animal waste N
produced.
Acres show in each of the preceeding 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 nurturient rich and will require precautionary
measures to prevent Over application of nutrients or other elements. Your production facility
will produce approximately 4346.02 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. Please be aware that additional acres of land, as well special
equipment, may be needed when you remove this sludge.
See the 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 5.92 months. In no instance should the volume of
waste being stored in your structure be within 1.58 feet of the top of the dike.
If surface irrigation is the method of land application for this plan, it is the responsiblity 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.
The following table is provided as a guide for establishing application rates and amounts.
TRACT FIELD
1723
-2 - -
1723
621
2 --
1,3
621
'P2A,•P2B,`P3
621
"P2A,•P2B,•P3
621
--1. -3 --
621
"P2A,•P2B,•P3 -
--
62516
•PI
62516
— •Pl
626
�2
"4
APPLICATION APPLICATION
SOIL TYPE
CROP
RATE (inlhr) AMT (inches)
'ACEVILLE 0-2%
SG
0.40
'1
ACEVILLE 0-2%
BH
0.40
I "1
VAGRAM O-6% — ---
VAGRAM
-BC-
-- 0.60--1
"1
0-6%
- -- ------ ------
VAGRAM 0-6%
C
S8
0.60
0.60
'1
VAGRAM 0-6% - -
- SG
0.60 -
- - '1
VAGRAM 0-6°h� - --
- 0.60 - —
0.50
--- .1
"1 -
W -
~W
IORFOLK 0-2%
IORFOLK 0-2%
C
0.50
'1 i
IORFOLK 0-2% — -- -- _-
- SB
0.50--
'1
VAGRAM 0-6%�
SG
0.60
'1 #
VAGRAM 0 6°� -
--- - -
IORFOLK
BH
0.60
- 0.50
"1
"1
0-2%
C
Page 5of11

4634 -
--- •Q -
•4 -
NORFOLK 0-2% - - `- -
NORFOLK 0-2% _
AGRAM 0-6% -
FACEVILLE 0-2%
FACEVILLE 0-2% - - _T
SB
0.50
- 0.50
0.60
0.40
-- 0.40---
0.50
--- 0.50
-0.50
0.60
- *1-- -
-- - *1 -
- *1
*1
- '1
*1
`1
*1 1
4634 --
w
w
BH
SG-
5705
-- •I *4 -
2
-2
5705
5705
5705
•3
- •3-
- - — •3 - - -
•I,'4
NORFOLK 0-2%
NORFOLK 0 2% -
NORFOLK 0-2%
WAGRAM 0-6%
IWAGRAM 0-6%
C
_ SB
w
C
SB
5705
5705
5705
5705
i •I, •4
* 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 the nitrogen limitation. The maximum
application amount shown can be applied under optimum soil conditions.
Page 6 of 11

NARRATIVE OF OPERATION
Acreages, application windows, crops, RYE'S and nitrogen rates are "grandfathered' from the
previous Waste Utilization Plans prepared for this farm by Kraig Westerbeek and Hank Gay.
However. the exception to this statement is that the 3 pivots (fields P1, P2A, P213 & P3) are
new acreage calculations with all other parameters remaing the same. The pivots are not in
new application fields. This is a combination swine farm with :6660 wean to feeder pigs and
10,378 wean to finish hogs. The total PAN produced/year figure shown on page 5 of the plan
is not correct due to a programming parameter in the software for this program. The actual
amount of PAN produced is 23,538 Ibs and NOT 27,066 lbs. If grain sorghum is planted,
fertilize at the rate of 98 Ibs/N/acre under Pivot 1 & 67 Ibs/N/acre under Pivots 2 & 3. If millet
is planted for grazing, fertilize at the rate of 210 IbslNlacre under Pivot 1 & 198 IbslNlacre
under Pivots 2 & 3.
Page 7 of 11

PLANS & SPECIFICATIONS
1. Animal waste shall not reach surface waters of the state by runoff, drift, manmade
conveyances, direct application, or direct discharge during operation or land application. Any
discharge of waste which reaches surface water is prohibited. 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 field 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 update of the Waste
Utilization Plan when there is a change in the operation, increase in the number of animals,
method of utilization, or available land.
3. Animal waste shall be applied to meet, but not exceed, the Nitrogen needs for realistic
crop yields based on soil type, available moisture, historical data, 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 Stantard 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 there is danger of drift from the irrigation field.
fi. 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 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 conditions
conducive to odor or flies and to provide uniformity of application.
8. Animal waste shall not be applied to saturated soils, during rainfall events, 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.
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. Any new swine facility sited on or after October 1, 1995 shall comply with the following:
the outer perimeter of the land area onto which waste is applied from a lagoon that is a
component of a swine farm shall be at least 50 feet from any residential property boundary
and from anv perennial stream or river (other that an irrigation ditch or canal. Animal waste
Page 8 of 11

other than swine waste from facilities sited on or after October 1, 1995), shall not be applied
closer than 25 feet to perennial waters. (See Standard 393 - Filter Strips)
12. Animal waste shall not be applied closer than 100 feet to wells.
13. Animal Waste shall not be applied closer than 200 feet of dwellings other than those
owned by the landownwer.
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 croplands
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 directly 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 washdown facilities, showers, toilets, sinks, etc.,
shall not be discharged into the animal waste management system.
*17. A protective cover of appropriate vegetation will be established on all disturbed areas
(lagoon embankments, berms, pipe runs, etc.). If needed, special vegetation shall be
provided for these areas 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_
*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 as a preemergence with no other 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 fpr 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 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 shall be adjusted
for optimum crop production amd maintained. Soil and waste analysis records shall be kept
for five (5) years. Poultry dry waste application records shall be maintained for three (3)
years. Waste application records for all other waste shall be maintained for five (5) years.
23. Dead animals will be disposed of in a manner that meets North Carolina Department of
Agriculture regulations.
* Liquid Systems
Page 9 of 11

NAME OF FARM: King Farm 82-13
OWNER 1 MANAGER AGREEMENT
(we) understand and will follow and implement the specifications and the operation and
maintenance precedures estalished in the approved animal waste utilization plan for the farm
named above. I (we) know that any expansion to the existing design capacity of the waste
treatment and/or storage system or construction of new facilities will require a new utilization
plan and a new certification to be submitted to DEM before the new animals are stocked-
1 (we) understand that I must own or have acres 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 rates that no runoff occurs.
NAME OF FACILITY OWNER: Warren Swine Farms,
SIGNATURE DATE: 01 �-
NAME OF MANAGER (if different from owner):
please print
SIGNATURE: DATE:
NAME OF TECHNICAL SPECIALIST: Curtis Barwick
AFFILIATION: Barwick Ag Services
ADDRESS (AGENCY): 103 Country Club Circle
Clinton, NC 28328
;IT
85-;T''Z
SIGNATURE: DATE:
Page 11 of 11

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Appendix 1. Lagoon Sludge Survey Form Revised August 2008
DENR-FRO
MAR 0 9 2012
A. Farm Permit or DWQ Identification Number Warren Swine King Sow_82-13 _
B. Lagoon Identification #4 Sow
C_ Person(s) Taking Measurements Curtis Barwick
D. Date of Measurement
E. Methods/Devices Used for Measurement of:
12/12/2011
a. Distance from the lagoon liquid surface to the top of the sludge layer.
remote control boat with depth sonar
b. Distance from the lagoon liquid surface to the bottom (soil) of the lagoon.
_ pvc pipe (previous survey) _
c. Thickness of the sludge layer if making a direct measurement with "core sampler".
F. Lagoon Surface Area (using dimensions at inside top of bank): 1.4 (acres)
(Draw a sketch of the lagoon on a separate sheet, list dimensions, and calculate surface area. The lagoon
may have been built different than designed, so measurements should be made.)
G_ Estimate number of sampling points:
a. Less than 1.33 acres: Use 8 points
b. If more than 1.33 ac. acres x 6 = 1165 , with maximum of 24.
(Using sketch and dimensions, develop a uniform grid that has the same number of intersections as the
estimated number of sampling points needed. Number the intersection points on the lagoon grid so that data
recorded at each can be easily matched.)
H. Conduct sludge survey and record data on "Sludge Survey Data Sheet" (Appendix 2). Also, at the
location of the pump intake, take measurements of distance from liquid surface to top of sludge
layer and record it on the Data Sheet (last row); this must be at least 2.5 ft. when irrigating.
DWO
I. At the time of the survey, also measure the distance from the Maximum Liquid Level to the Present Liquid
Level (measure at the lagoon gauge pole): 1.0
J. Determine the distance from the top of bank to the Maximum Liquid Level 1.6
(use lagoon management plan or other lagoon records)
K. Determine the distance from the Maximum Liquid to the Minimum Liquid level: 2.3
(use lagoon management plan or other lagoon records)
L. Calculate the distance from the present liquid surface level to the Minimum Liquid Level 1.3
(Item K Minus Item I, assuming the present liquid level is below the Maximum Liquid Level)
M. Record from the Sludge Survey Data Sheet the distance from the present liquid surface level to the
lagoon bottom (average for all the measurement points) 11.8
N. Record from the Sludge Survey Data Sheet the distance from the present liquid surface level to the top
of the sludge layer (average for all the measurement points): 3.8
0. Record from the Sludge Survey Data Sheet the average thickness of the sludge layer. 8.0
P. Calculate the thickness of the existing Liquid Treatment Zone (Item N minus Item L): 2.5
Q. If Item O is greater than Item P, proceed to the Worksheet for Sludge Volume and Treatment Volume.
If Item O is equal to or less than Item P, you do not tyaye to determine volumes. �,
Completed by: Curtis G. Barwick C Date: 12/12/2011
Print Name /Signature

Appendix 3. Worksheet for sludge volume and treatment volume Revised August 2008
The average thickness of the sludge layer and the thickness of the existing liquid (sludge -free) treatment zone are determined
from the information on the Lagoon Sludge Survey Form ( Items O and P, respectively). In this example, the average sludge
layer thickness is 2.5 feet and the existing liquid treatment zone is 3.5 feet. If the lagoon has a designed sludge storage volume,
see notes at end of the worksheet The dimensions of the lagoon as measured and the side slope are needed
for calculations of sludge volume and of total treatment volume. If the lagoon is a standard geometric shape, the sludge
volume and the treatment volume in the lagoon can be estimated by using standard equations. For approximate volumes
of rectangular lagoons with constant side slope, calculate length and width at the midpoint of the layer, and multiply by layer
thickness to calculate layer volume, as shown in the example. For irregular shapes, convert the total surface area to a square
or rectangular shape. For exact volumes for lagoons with constant side slope, the "Prismoidal Equations" may be used.
Example
Your Lagoon
1. Average sludge Layer Thickness (T)
2.5
ft.
8.0
ft.
2. Depth of the lagoon from top of bank to bottom soil surface (D)
11
ft.
14.4
ft.
3. Slope = Horizontal/ vertical side slope (S)
3
2.5
4. Length at the top of inside bank (L)
457
ft.
426.0
ft.
5_ Width at top inside slope (W)
229
ft.
148.0
ft.
6. Length at midpoint of sludge layer L,,, = L-2S(D-(T/2))
398.5
ft.
374.1
ft.
7. Width at midpoint of sludge layer Wm W-2S(D-(T/2))
170.5
ft.
96.1
ft.
8_ Volume of sludge (Vs) Vs=L,,, Wrt, T
169,860
ft3
287,608
ft3
9. Volume in gallons: Vs,=V7.5 gal./ft3.
1,273,950
gal.
2,157,061
gal.
10. Thickness of existing liquid Mt. zone (Y)
3.5
ft
2.5
ft
11. Thickness of total treatment zone (Z) Z= T+Y
6
ft
10.5
ft
12. Length at midpoint of total tmt. zone Lz= L-2(S)(D-(Z/2)
409
ft.
380.4
ft.
13. Width at midpoint of total tmt. Zone W,, = W-2(S)(D-(Z/2)
181
ft_
102.4
ft.
14. Volume of total treatment zone (Vz) Vz = LZWZZ
444,174
ft3
408,753
ft3
15. Ratio ( R ) of sludge layer volume to total Treatment Volume
R = Vs/Vz 0.38 0.70
If the ratio R exceeds 0.50, than a sludge Plan of Action may be required. Check with DWQ for information
on filing the Plan of Action.
Note: If the lagoon has a designed sludge storage volume (DSSV), subtract that volume from both the volume
of sludge (Vs) (Item 8) and from the volume of total treatment zone (Vz) (Item 14), and take the ratio.
Then, R = (Vs-DSSV) / (Vz - DSSV)
Example: If DSSV = 85,000 ft3, then R = (169,860 - 85,000) / (447,174 - 85,000) = 84,860 / 362,474 = 0.24.
16. Design sludge storage volume (DSSV) 85.000
17. Ratio (R) of sludge layer volume to treatment volume adjusted
for designed sludge storage volume 0.24 0.70

41 PLAN OF ACTION (POA) FOR LAGOON SLUDGE REDUCTION ,
Facility Number: �2 3
County:S
Facility Name: WpYrt'W' c - ✓w.r ,..i �i�•
Certified Operator Name: 1 0', •Y"ww.s Operator #:
**Attach a copy of Lagoon Sludge Survey Form and volume worksheets
Note: A certified Sludge Management Plan may be submitted in lieu of this POA.
La oon 1
La oon 2
Lagoon 3
Lagoon 4
La oon 5
Lagoon 6
a. Lagoon Name/ Identifier
b. Total Sludge Depth (ft)
c. Sludge Depth to be
Removed for Compliance
/s S
d. Sludge Volume to be
Removed (gallons)
e. Sludge PAN
(Ibs/1000 gal)
,. n
f. Liquid PAN--
(lbs/1000 gal),
g. PAN of Sludge (lbs)
(d x e)/1000
Compliance Timeframes:
If the sludge level is equal to or higher than the stop pump level of the lagoon or if the sludge level
results in an elevated waste analysis, a sludge management plan that meets the requirements of SB
Interagency Group Guidance Document 1.26 must be prepared by a technical specialist and submitted to
DWQ within 90 days. Work to reduce the sludge level must begin within another 180 days. Compliance
with NRCS Standard 359 must be achieved within two years of the original sludge survey.
If the sludge level is non -compliant but below the stop pump level of the lagoon, a POA must be filed
within 90 days and compliance with NRCS Standard 359 must be achieved within two years of the
original sludge survey indicating non-compliance. If future sludge surveys do not show improvement in
sludge levels, DWQ may require the owner to develop a sludge management plan that meets the
requirements of SIB Interagency Group Cwidance Document 1,26.
SPOA 3-22-2010 Page 1 of 2

s . '
'NARRATIVE: -Use this section to describe the method(s) ttvat will be used to lower the sludge
depth. If microbe use is planned, specify the product to be used..
s�
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. I further certify and acknowledge that compliance with regard to sludge accumulation
must be achieved within two years of the original sludge survey indicating non-compliance.
Sludge Survey Date: 1.2 �� 1 J % � Compliance Due Date:
Wa�nr*�.+ Sw••-e Phone:
Facility Owner/Manager (print)
pi • l,V c�r/�►�~� Date:
Facility Owner/Manager (signature)
Return this form to:
Animal Feeding Operations Unit
NC Division of Water Quality
+ 1636 Mail Service Center
Raleigh, NC 27699-1636
SPOA 3-22-2010 Page 2 of 2

N15'VA All' t L all
NCDENR Dwo
North Carolina Department
of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue
Coleen H. Sullins Dee Freeman
Governor
Director Secretary
August 18, 2011
Ronnie Williams
Warren Swine King Sow Farm
56 E. Mount Gilead Church Road
Clinton, NC 28328
Subject: Sludge Survey Testing Dates
Certificate of Coverage No. AWS820013
Warren Swine King Sow Farm
Lagoon No. - 4A
Animal Waste Management System
Sampson County
Dear Ronnie Williams:
The Division of Water Quality (Division) received your sludge survey information on August 1,
2011. With the survey results, you requested an extension of the sludge survey requirement for
the Lagoon No. - 4A at the Warren Swine King Sow Farm. Due to the amount of treatment
volume available, the Division agrees that a sludge survey is not needed until 2014.
The next sludge survey for the Lagoon No. - 4A at this facility should be performed before
December 31, 2014.
Please call me at [phone] if you have any questions.
Sincerely,
J.R. Joshi
Animal Feeding Operations Unit
cc: Fayetteville Regional Office, Aquifer Protection Section
Permit File AWS820013
1636 Mail Service center, Raleigh, North Carolina 27699-1636
Location: 2728 Capital Blvd., Raleigh, North Carolina 27604
Phone: [phone] FAX: [phone] Customer Service: 1-877-623-6748
Internet: www.ncwaterqual4.0r9
NorthCarolina
Naturally
An Equal flppp unity t Affirmative Action Employer

61
Appendix 1. Lagoon Sludge Survey Form Revised August 2008
A- Farm Permit or DWQ Identification Number Warren Swine King Sow 82-13
B. Lagoon Identification #4 Sow
C. Person(s) Taking Measurements Curtis Barwick
D. Date of Measurement 12/9/2010
E. Methods/Devices Used for Measurement of.
a- Distance from the lagoon liquid surface to the top of the sludge layer.
remote control boat with depth sonar -
b. Distance from the lagoon liquid surface to the bottom (soil) of the lagoon.
pvc pipe (previous survey)
c. Thickness of the sludge layer if making a direct measurement with "core sampler".
RECEIVED r
MAR 0 t 2011
DENR-FAYETTEMLLE REGIONAL OFFlGE "
F. Lagoon Surface Area (using dimensions at inside top of bank): 1_4 (acres)
(Draw a sketch of the lagoon on a separate sheet, list dimensions, and calculate surface area. The lagoon
may have been built different than designed, so measurements should be made.)
G. Estimate number of sampling points_
a. Less than 1.33 acres: Use 8 points
b. If more than 1,33 ac. _acres x 6 = 1036 , with maximum of 24. _
(Using sketch and dimensions, develop a uniform grid that has the same number of intersections as the
estimated number of sampling points needed. Number the intersection points on the lagoon grid so that data
recorded at each can be easily matched.)
H. Conduct sludge survey and record data on "Sludge Survey Data Sheet" (Appendix 2). Also, at the
location of the pump intake, take measurements of distance from liquid surface to top of sludge
layer and record it on the Data Sheet (last row); this must be at least 2.5 ft when irrigating.
I. At the time of the survey, also measure the distance from the Maximum Liquid Level to the Present Liquid
Level (measure at the lagoon gauge pole): 1.0
J. Determine the distance from the top of bank to the Maximum Liquid Level 1.6
(use lagoon management plan or other lagoon records)
K. Determine the distance from the Maximum Liquid to the Minimum Liquid level: 2.3
(use lagoon management plan or other lagoon records)
L. Calculate the distance from the present liquid surface level to the Minimum Liquid Level 1.3
(Item K Minus Item I, assuming the present liquid level is below the Maximum Liquid Level)
M. Record from the Sludge Survey Data Sheet the distance from the present liquid surface level to the
lagoon bottom (average for all the measurement points) 11.8
N. Record from the Sludge Survey Data Sheet the distance from the present liquid surface level to the top
of the sludge layer (average for all the measurement points): 3.7
O. Record from the Sludge Survey Data Sheet the average thickness of the sludge iayer: 8.1
P. Calculate the thickness of the existing Liquid Treatment Zone (Item N minus Item L): 2.4
Q. If Item O is greater than item P, proceed to the Worksheet for Sludge Volume and Treatment Volume.
If Item O is equal to or less than Item P, you do not ve to determine volumes.
- 3.2 at pump intake
Completed by: Curtis G. Barwick Date: 12/9/2010
Print Name /Signature

a
Appendix 3. Worksheet for sludge volume and treatment volume Revised August 2008
The average thickness of the sludge layer and the thickness of the existing liquid (sludge -free) treatment zone are determined
from the information on the Lagoon Sludge Survey Form ( Items O and P, respectively). In this example, the average sludge
layer thickness is 2.5 feet and the existing liquid treatment zone is 3.5 feet. If the lagoon has a designed sludge storage volume,
see notes at end of the worksheet. The dimensions of the lagoon as measured ang the side slope are needed
for calculations of sludge volume and of total treatment volume. If the lagoon is a standard geometric shape, the sludge
volume and the treatment volume in the lagoon can be estimated by using standard equations. For approximate volumes
of rectangular lagoons with constant side slope, calculate length and width at the midpoint of the layer, and multiply by layer
thickness to calculate layer volume, as shown in the example. For irregular shapes, convert the total surface area to a square -
or rectangular shape. For exact volumes for lagoons with constant side slope, the "Prismoidal Equations" may be used.
Example
1. Average sludge Layer Thickness (T) 2.5 ft.
2_ Depth of the lagoon from top of bank to bottom soil surface (D) 11 ft.
3. Slope = Horizontal/ vertical side slope (S) 3
4. Length at the top of inside bank (L) 457 ft.
5_ Width at top inside slope (W) 229 ft.
6_ Length at midpoint of sludge layer Lm= L-2S(D-(T/2)) 398.5 ft.
7. Width at midpoint of sludge layer Wm W-2S(D-(T/2)) 170.5 ft.
B. Volume of sludge (Vs) Vs=Lm Wm T 169,860 ft
9. Volume in gallons: Vsg=V'7.5 gal./ft3. 1,273,950 gal_
10. Thickness of existing liquid tmt. zone (`) 3.5 ft
11. Thickness of total treatment zone (Z) Z= T+Y 6 ft
12. Length at midpoint of total tmt. zone Lr = L-2(S)(D-(Z/2) 409 ft.
13. Width at midpoint of total tmt. Zone WZ = W-2(S)(D-(Z/2) 181 ft.
14. Volume of total treatment zone (Vz) Vz = LZ Wz Z 444,174 ft3
Your Lagoon
8.1 ft.
14.4 ft.
426.0 ft.
148.0 ft.
374.4 -ft.
96.4 ft.
--- ., - 43
2,191,169 gal.
'f w PF
10.5 ft
380.4 ft.
102.4 ft.
408,753 ft3
15. Ratio ( R ) of sludge layer volume to total Treatment Volume
R = VsNz 0.38 0.71
If the ratio R exceeds 0.50, than a sludge Plan of Action may be required. Check with DWQ for information
on filing the Plan of Action.
Note: If the lagoon has a designed sludge storage volume (DSSV), subtract that volume from both the volume
of sludge (Vs) (Item 8) and from the volume of total treatment zone (Vz) (Item 14), and take the ratio.
Then, R = (Vs-DSSV) ! (Vz - DSSV)
Example: If DSSV = 85,000 ft3, then R = (169,860 - 85,000) / (447,174 - 85,000) = 84,860 / 362,174 = 0.24.
16. Design sludge storage volume (DSSV) 85,000
17. Ratio (R) of sludge layer volume to treatment volume adjusted
for designed sludge storage volume 0.24 0.71

PLAN OF ACTION (POA) FOR LAGOON SLUDGE REDUCTION
Facility Number:_? County:
Facility Name: Wa lL �w. ►e�..s �+..� �c��.f _ 1�.-. - - -
Certified Operator Name:_ Ro+��.� (rC�a4s" !Operator#:_�� _
**Attach a copy of Lagoon Sludge Survey Form and volume worksheets
Note: A certified Sludge Management Plan may be submitted in lieu of this POA.
La oon 1
La oon 2
Lagoon 3
Lagoon 4
La oon 5
La oon 6
a. Lagoon Name/ Identifier
b. Total Sludge Depth (ft)
,
c. Sludge Depth to be
Removed for Compliance
/
d. Sludge Volume to be
Removed (gallons)
e. Sludge PAN
(lbs/1000 gal)
n JO
f. Liquid PAN
(Ibs11000 gal)
g. PAN of Sludge (lbs)
(d x e)11000
w0
Compliance Timeframes:
If the sludge level is _equal to or higher than the stop pump level of the lagoon or if the sludge level
results in an elevated waste analysis, a sludge management plan that meets the requirements of SB
Interagency Group Guidance Document 1.26 must be prepared by a technical specialist and submitted to-
DWQ within 90 days. Work to reduce the sludge level must begin within another 180 days. Compliance _ with NRCS Standard 359 must be achieved within two years of the original sludge survey.
If the sludge level is non -compliant but below the stop pump level of the lagoon, a POA must be filed
within 90 days and compliance with NRCS Standard 359 must be achieved within two years of the
original sludge survey indicating non-compliance. If future sludge surveys do not show improvement in
sludge levels, DWQ may require the owner to develop a sludge management plan that meets the
requirements of SB Interagency Group Guidance Document 1.26.
SPOA 3-22-2010 Page 1 of 2

.:NARRATIVE: —.Use this section to describe the-method(s) ttipt will be used to lower the sludge
depth. If microbe use is planned, specify the product to be used.
Z- eY •H� C G &fC
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 I further certify and acknowledge that compliance with regard to sludge accumulation.. -.-
must be achieved within two years of the original sludge survey indicating non-compliance.
Sludge Survey Date: ,l1 -q—/d Compliance Due Date:
Phone: !�/d 5—f Z M %
Facility Owner/Manager (print)
�.,��% _ Date: %�J
Facile OwnerlManager (signature)
Return this form to:
,animal Feeding Operations Unit
NC Division of Water Quality
' 1636 Mail Service Center
Raleigh, NC 27699-1636
SPOA 3-22-2010 Page 2 of 2

pie v
Animal Waste Management Plan Certification n ' ""'�PyCL
(Please type or print all information that does not require a signature) tJ 0111 UAR 2 5 20
General Information:
Name of Farm: Warren Swine Farms, Inc. Facility No: 5r.;l, - 13
Owner(s) Name: Gerald Warren Phone No: 7/6 5a , 1'7a
Mailing Address: PO Box 223 Newton Grove, NC 28366
Farm Location: County Farm is located in: Samson
Latitude and Longitude: 35-14-571 78-19-35 _ Integrator: �NA
Please attach a copy of a county road map with location identified and described below (Be specific: road
names, directions, milepost, etc.):
Take 50155 East from Newton Grove. Take Rt. On 1710, then Rt. On 1711, then Rt. On 1712. Farm on the right.
Operation Description:
Type of Swine
©
Wean to Feeder
©
Feeder to Finish
©
Farrow to Wean
Farrow to Feeder
0
Farrow to Finish
Gilts
No. of Animals Type of Poultry
6660 0 Layer
5200 0 Pullets
1135
No, of Animals Type of Cattle No_ of Animals
0 Dairy
Beef
[] Boars
�panrii Qpera �- '�
Previous l7ssirt�CapacGa WofaljUesi9pipa .._Y
Acreage Available for Application: 159 Required Acreage: 140.5
Number of Lagoons 1 Storage Ponds: 6 Total Capacity. 2,444,329 Cubic Feet (113)
Are subsurface drains present on the farm: Yes or No (please circle one)
if YES: are subsurface drains present in the area of the LAGOON or SPRAY FIELD (please circle one)
-++++++++++++++++:++++:+++++++++r++++r++++++++++++++++++++++++e+:+++++r*+,r:rrr+++r+t++++++++++++++++++r+++++r+:+rtr+r+r►r*r++++rr,r+iris
Owner 1 Manager Agreement
I (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. I (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 will be filed at the farm and at the office of the local Soil and Water Conservation District. I (we) know
- that -any modification, must be -approved -by- a- technicalspecialist-and-submitted,to the -Soil -and Water- Conservation- District prior to
implementation. A change in land ownership requires written notification to DEM or a new certification (if the approved plan is
changed) within 60 days of a title transfer.
Name of Land n r: Warren =Faing, inc.
Signature:A. ,r-- RECENEDIDENR/N.0 Date:
Name of Manager (if different from owner):
AQLJ1FF;P'0Qr1Tcr1TinKi ZTP, ON
Signature: RECEIVED/ DENR /DWQ
SECTION
MAC 31 7fin�
AWC -- August 1, 1997 1

Nutrients applied in accordance with this plan will be supplied from the following
source(s):
Commercial Fertilizer is not included in this plan.
S5
Swine Nursery Lagoon Liquid waste generated 1,272,060 gals/year by a
6,660 animal Swine Nursery Lagoon Liquid operation. This production
facility has waste storage capacities of approximately 180 days.
Estimated Pounds of Plant Available Nitrogen Generated per Year
Broadcast
2930
Incorporated
5032
Injected
S 5541
Irrigated
3185
Actual PAN Applied
(Pounds)
Actual Volume Applied
(Gallons)
Volume Surplus/Deficit
(Gallons)
Year 1
9,561.89
3,819,414
-2,547,354
Year 2
10,771.11
4,302,422
-3,030,362
S7
Swine Feeder -Finish Lagoon Liquid waste generated 4,820,400 gals/year
by a 5,200 animal Swine Finishing Lagoon Liquid operation. This
production facility has waste storage capacities of approximately 180 days.
Estimated Pounds of Plant Available Nitrogen Generated per Year
Broadcast
11102
Incorporated
19067
Injected
20998
Irrigated
12068
Actual PAN Applied
(Pounds)
Actual Voluine Applied
(Gallons)
Volume Surplus/Deficit
(Gallons)
Year 1
12,119.63
4,841,073
-20,673
Year 2
12,797.40
5,111,805
-291,405
------------------------ -- ------ -- ------ - -- -- ---- ---- --------
Note: In source ID, 5 means standard source, U means user defined source.
773495 Database Version 3.1 Date Printed: 01-12-2004 Source Page Page 1 of 2

S9
Swine Farrowing-Weanling Lagoon Liquid waste generated 3,635,405
gals/year by a 1,135 animal Swine Farrowing-Weanling Lagoon Liquid
operation. This production facility has waste storage capacities of
approximately 180 days.
Estimated Pounds of Plant Available Nitrogen Generated per Year
Broadcast
5610
Incorporated
9635
Injected
10610
Irrigated
6098
Actual PAN Applied
(Pounds)
Actual Volume Applied
(Gallons)
Volume Surplus/Deficit
(Gallons)
Year 1
----- ._ $,7.7.8.01--
34,356--------71,598,95-1.
_
Year 2
9,059.12
5,405,172
-1,769,767
----------------- ------------------- ------------•--------------------------------------------------------------
Note: In source ID, S means standard source, U means user defined source.
773495 Database Version 3.1 Date Printed: 01-12-2004 ' Source Page Page 2 of 2

11
ANIMAL WASTE UTILIZATION PLAN
*** 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.
See attached map showing the fields to be used for the utilization of
animal waste. -
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 Tables 1 and 2. Failure to apply the recommended rates and
amounts of nitrogen shown in the tables may make this plan invalid.
The following table is provided as a guide for establishing application
rates and amounts.
Tract
Field
Soil Type
Crop
Application Rate
(in/hr)
Applic. Amount
(inches)
11723
3
WA
* 1
4621
1
WaB'
BH
0.60
*0.96
4621
2
WA'
4621
xo21
3
WaB
BP
0.60
*0.96
4
WA
* j
4621
-1
SG

4621
-3
4625
1
4626
1
4626
2
4626
-2
5705
4
WaB
ANIMAL WASTE UTILIZATION PLAN
SG
WA
WA
BP
SG
WA
0.60
*0.96
* 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 180.00 days of temporary storage and the
temporary storage must be removed on the average of once every 6.00
months, In no instance should the volume of the waste be -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 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 technical -specialist after you receive the waste analysis
report for assistance in determining the amount of waste per -acre and
the proper application rate prior to applying. the waste.
NARRATIVE OF OPERATION

WASTE UTILIZATION PLAN
REQUIRED SPECIFICATIONS
V.
1. Animal waste shall not reach surface waters of the state by
runoff, drift, manmade conveyances, direct application, or
direct discharge during operation or land application. Any
discharge of waste which reaches surface water is prohibited.
2. There must be documentation in the design folder that the
producer either owns or has an agreement for use of adequate
land on which to properly apply the -waste. If the producer does
not own -adequate land to properly dispose of waste, he/she shall
provide a copy of an agreement with a landowner who is within a
reasonable proximity, allowing him/her the use of the land for
waste application. It is the responsibility of the owner of the
facility to secure an update of the Waste Utilization Plan when
there is a change in the operation, increase in the number of
animals, method of utilization, or available land.
3. Animal waste shall be applied to meet, but not exceed, the
nitrogen needs for realistic crop yields based on soil type,
available moisture, historical data, climatic conditions, and
level of management, unless there are regulations that restrict
the rate of application for other nutrients.
4. Animal waste shall be applied to land eroding less than 5 tons
per acre per year. Waste may be applied to land that is eroding
at 5 or more tons, but less than 10 tons per acre per year,
providing grass filter strips are installed where runoff leaves
the field. (See FOTG Standard 393 -Filter Strip)
5. Odors .can be reduced by injecting the waste or disking after
waste application.. waste should not be applied when there is
danger of drift from the irrigation field.
6. When animal waste is to be applied on acres subject to
flooding, it will be soil incorporated on conventionally tilled
cropland. When applied to conservation tilled crops or
grassland, the waste may be broadcast provided the application
does not occur during a'season prone to flooding. (See "Weather
and Climate in North Carolina" for guidance.)
7. Liquid waste shall be applied at rates not to exceed the soil
infiltration rate such that runoff does not occur 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 or flies.
8. Animal waste shall not be applied to saturated soils, during
rainfall events, 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.
Page: 9

WASTE UTILIZATION PLAN
REQUIRED SPECIFICATIONS
.10. Waste nutrients shall not be applied in fall or winter for
spring planted crops on soils with a high potential for
leaching. Waste nutrient loading rates on these soils should be
held to a minimum and a suitable winter cover crop planted to
take up -released nutrients. Waste shall not be applied more
than 30 days prior to planting of the crop or forages breaking
dormancy..
11. Any new swine facility sited on or after October 1, 1995 shall
comply with the following: The outer perimeter of the land area
onto which waste is applied from a lagoon that is a component of
a swine -farm shall be at least 50 feet from any residential
property boundary and from any -perennial stream or river (other
than an irrigation ditch or canal. Animal waste other than
swine waste -from facilities sited on or after October 1, 1995),
shall not be applied closer than 25 feet to perennial waters.
(See Standard 393 - Filter Strips).
12. Animal waste shall not be applied closer than 100 feet to
wells.
13. Animal waste shall not be applied closer than 200 feet of
dwellings other than those owned by the landowner.
14. Waste shall be applied in a manner not to reach other property
and public right-of-ways.
15. Animal waste shall not be discharged into surface waters,
drainageways, or wetlands by a discharge or.by over -spraying.
Animal waste may be applied to prior converted cropland provided
they have been approved as a land application site by a
"technical specialist". Animal waste shall not'be applied on
grassed waterways that discharges 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.
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.
Paae: 10

WASTE UTILIZATION PLAN
REQUIRED SPECIFICATIONS
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 preplant 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
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 shall be adjusted for
optimum crop production and maintained. Soil and waste
analysis records.shall be kept for five years. Poultry dry
waste application records shall be maintained for three (3)
years. waste application records for all other waste shall be
maintained for five (5) years.
23. Dead animals.will be disposed of in a manner that meets North
Carolina regulations.
10arra - 1 1

L
ANIMAL WASTE UTILIZATION PLAN
TABLE l: ACRES OWNED BY PRODUCER
TRACT
FIELD
SOIL TYPE & CLASS-
CROP
YIELD
LBS-
COMM N
**
* LBS
DETERMINING PHASE
CODE
AW N
PER
ACRES_
AW N
PER AC
AC
USED
--- --
or
-------
APPLY
RESID.
APPLIC
METH
N
TIME
1556.5
621'�'
;�
WaB
5.5
5.66
� A !
I
��_,,41
a+�c
' rs.1/ briH.ti... %M17.rdp i Qa�
— d - •
r �
1621
"1.
S'�p... �, brv�•7
Ju
'SG.
I 6'�i..
1
150
5.66
'SEP -MAY~
Qn. jy,
6:&2:-°
[31
WaB
4.1
205
118.8
1 3854_
621'
SG'
1
18.8
1-3
1
I
ISO
1940
SEP-MAY
�✓��r
•62&
Wan
4.l
1
13.78
,6:46
-SG
3.78
189
1­2
1
I b d.
ll
150
SEP.=MAY
i"a. +T+rlGxkv
Ali
21
°2"
WA
I
1
100 1
]41.-2514125
SEP-APR
A it
Z
.v J•- C.
2T :
IT
WA �•,
I
1100
20.4
12040
sEP�=APR:
��-`'`
r�1J��~ • m.`1f �
_
�26
�.
W.P.
1
100 1
115.4211S42
SEP-APR
►�s�~" ��.ti..�
,25'
l
TEA
1
100
15.34
1534
Zj.,_
;�, "-
-SEP-APR
'05
4
1
100
10.54
IWX'
A
171054
SEP-APR .
723,
3.
WA'
1
100
932
I "'
19.32
SEP-APR ,
END
1
16660
I
`��•i' =
]�. �Gvr►,,.fe:�rc1J.� ���
�[��
I T �4 uA,
TOTAL
Flft24--
i�
�L'a�Y.+nna.+s/�Y+.cJ3 "' 9-4.✓+0 ••
Piet i T
�VRZ� lam✓ � a
16
r ...6
fIff
car: kAd

ANIMAL WASTE UTILIZATION PLAN
TABLE 2: ACRES WITH NOTARIZED AGREEMENT OR LONG TERM LEASE
(Agreement with adjacent landowners must be attached.)
(Required only if operator does not own adequate land.
See required specification 2.)
TRACT
FIELD
SOIL TYPE & CLASS-
CROP
YIELD
LBS
COMM N
**
* LBS
DETERMINING PHASE
CODE
AW N
PER
ACRES
AW N
PER AC
AC
USED
-----
or
-------
APPLY
RESID.
APPLIC
METH
N
TIME
END
TOTAL 10
Indicates that this field is being overseeded (i.e. interplanted) or
winter annuals follow summer.annuals.
In interplanted fields (i-.e. small grain, etc, interseeded
in bermudagrass), 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 to reach maturity, especially late in the season (i.e.
April or May). Shading may result if small grain gets too
high and this will definitely 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
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. mowed to a
height of about two inches before drilling for best results.

ANIMAL WASTE UTILIZATION PLAN
f
l
1 ** Acreage figures' may exceed total acreage in fields due to
overseeding.
* 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:
CROP CODE
CROP
UNITS
PER UNIT
BH
HYBRID BERMUDAGRASS-HAY
TONS
50
BP
HYBRID BERMUDAGRASS-PASTURE
TONS
50.
SG
SMALL GRAIN-OVERSEEDED
AC
50
WA
WINTER ANNUALS (I.E. Small Grains, etc.)
AC
100
TABLE 1
TABLE 2
TOTAL
TOTALS FROM TABLES 1 AND 2
60
. 06(-(�
r
C0 Q
------------------- 4 t�s
i
*** This number must be less than or equal to 0 in order to
fully utilize the .animal waste N produced.
ACRES
LBS AW N USED
0
0
* BALANCE

ANIMAL WASTE UTILIZATION PLAN `
- Indicates that this field is being'overseeded (i.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. 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. .

ANIMAL WASTE UTILIZATION PLAN
WASTE IITILIZATION PLAN AGREEMENT
Name of Farm:WARREN FARMING
Owner/Manager Agreement
1-(we) understand and will follow and implement the specifications
and the operation and maintenance procedures established in the
approved animal waste utilization plan for the farm named above.' I
(we) know that any expansion to the existing design capacity of the
waste treatment and storage system'or construction of new
facilities will require a new certification to be submitted to the
North Carolina Division of Water Quality (NCDWQ) before the'new
animals are stocked. I (we) also understand that there must be no
discharge of animal waste from this system -to surface waters of the
state from a storm event less severe than the 25-year, 24-hour
storm. The approved plan will be filed on -site at the farm office
and at the office of the local Soil and Water Conservation District
and will be available for review by NCDWQ upon request.
Name of Facility Owner: ' r �'• r r ..r.
(Please print)
Signature: rA Date:
Name of Manager(If different from owner):
Signature:
Date:
Name of Person Preparing Plan: (Please print) ROMNie A. W,}RwQ
Affiliation: 5,4mP5oN Phone No. qlo- ,Sya- 796 3 e;..7. .3
Solt + Wr%TE�
Address (Agency): 84 County Complex Rd.
Clinton NC 28328
Signature: /� /`� ��/1/111c� _ Date: �� ��� a006

—Operator
counti, M P5, State T-1 C Date 411.1 q 14-
Approximate acres Approximate scale I C-gac
Cooperating with Conservation District
Plan identification ----Photo number
Assisted by ,4x �,z - —USDA Soil Conservation Service
7_'t7V/v '%!
16
1 11
;113a
- 27
M
W r 1, i­
le
�NT
. X-1

Michael F. Easley, Governor
William G. Ross Jr., Secretary
REU ( N M North Carolina Department of Environment and Natural Resources
Coleen H. Sullins Director
AUfi :. 3 Division of Water Quality
arENTR-FAYEET7- iLLf REGIONAL OF71 E 1
Warren Farming Company
Warren Swine Farms
PO Box 223
Newton Grove, NC 28366
Subject: Sludge Compliance Requirement Change
Dear Permittee:
11, 2008
In accordance with Condition II1.19 of State General Permit AWG100000, your facility is
required to maintain compliance regarding sludge accumulation in your animal waste treatment
lagoon(s). As you know, the previous compliance limit was to have a minimum of four (4) feet
of treatment depth between the designed stop pump and the average elevation of the top of the
sludge blanket. This requirement was based on NRCS Standard No. 359, which was recently
modified.
As of July 2008, Standard No. 359 does not use the 4-foot requirement. Sludge compliance is
now to be based on the sludge volume as a percentage of the total treatment volume. The revised
Standard states that sludge accumulation in the permanent treatment zone must be less than 50%
of the planned treatment volume. Also, there must be a minirDum of 2.5 feet of liquid above the
sludge at the pump intake location. If either of these conditions is not met then sludge must be
removed or managed in accordance with an approved Plan of Action for Lagoon Sludge
Reduction (POA). A new sludge survey worksheet has been developed to calculate sludge and
treatment volumes to determine compliance.
Our records indicate that you have filed a Sludge POA for one or more of the lagoons at your
facility. Based on the changes to the sludge requirements in Standard No. 359, your lagoon(s)
may already be in compliance without any sludge removal. Using your lagoon design (or as -
built information) and current sludge survey measurements, complete the NEW sludge survey
worksheet. If you have any difficulty in locating or understanding your lagoon design
information, please contact your technical specialist or county Soil & Water office.
No� Carolina
AdArra!!y
Aquifer Protection Section 1636 Mail Service Center Raleigh, NC 27699-1636 Telephone: [phone]
Internet: www.ncwatugu litv.o-M Location: 2728 Capital Boulevard Raleigh, NC 27604 Fax 1: [phone]
Fax 2: [phone]
An Equal Opportunity/Affirmative Action Empbyer- 50°% RecycleWl0°% Post Consumer Paper

Send both sludge survey worksheets, OLD and NEW,,to'tlief'addi=ess below if you feel that your
lagoon(s) is in compliance and wish to withdraw your POA. Our staff will review the
information and notify you of our decision.
NCDENR — DWQ Animal Feeding Operations Unit
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Telephone number: [phone]
If you have any questions about the new sludge requirement, sludge survey worksheet, or any
related matter please feel free to contact the Animal Feeding Operations Unit staff at 919-733-
3221.
Sincerely,
Keith Larick, Supervisor
Animal Feeding Operations Unit
Enclosures
cc (w/o enclosures): Sampson County Soil and Water Conservation District
Fayetteville Regional Office, Aquifer Protection Section
AFO Unit Central Files - AWS820013

�T.OTE J�iJ.G's•-- �.c`�.c4 � � w C 'yam. /
RECEIVED
DEC 12 20Q$
PLAN OF ACTION (POA) FOR LAGOON SLUD�
Facility Number:D
Facility Name:
Caenty:_
W..-
Certified Operator Name: 2 63C.-a I _Operator #:�
Note: A certified Sludge Management. Plan may be submitted in lieu of this POA.
OFRCE
La oon 1
Lagoon 2 j
Lagoon 3
Lagoon 4
Lagoon 5 1
La oon 6
a. Lagoon Name/ Identifier
b. Total Sludge Depth (ft)
. 7GG
c. Sludge Depth to be
Removed for Compliance
ft
/..25��
d. Sludge Volume to be
Removed (gallons)
v poc7
e. Sludge PAN
(lbs/1000 gal)
f. Liquid PAN
(lbs/1000 gal)
i i
g. PAN of Sludge (Ibs)
(d x e)/1000
:{
V ark �
Compliance Timeframes:
if the sludge level is equal to or higher than the stop pump level of the lagoon or if the sludge level
results in an elevated waste analysis, a sludge management plan that meets the requirements of SIB
Interagency Group Guidance Document 1.26 must be prepared by a technical specialist and submitted to
DWQ within 180 days. Work to reduce the sludge level must begin within another 180 days.
Compliance with NRCS Standard 359 must be achieved by the expiration date of the current permit, July
1, 2007.
If the sludge level is non -compliant, but below the stop pump level of the lagoon, compliance with NRCS
Standard 359 must be achieved by the expiration date of the current permit, July 1, 2007. if future
sludge surveys do not show improvement in sludge levels, DWQ may require the owner to develop a
sludge management plan that meets the requirements of SIB Interagency Group Guidance Document
1.26.
SPOA 5-1 8-04 Page 1 of 2

NARRATIVE: Use this section to describe the method(s) that will be used to lower the sludge
depth. If microbe use is planned, specify the.product to be used.
L /�.. �t�� / Cam/ C ' • ���
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.
L)
Facility Owner/Manager (print)
)').� 01 �3 cwly�-� —
Facility Owner/Manager (signature)
Phone: 910—St'%-- l %Ji
Date: he
Return this form to:
Abu- Iclti �2o i c Ci ip� J J,�ri ie
S At .'ram 7i
SPOA 5-18-04 Page 2 of 2

Appendix 3. Lagoon Sludge Survey Form- p
A. Farm Permit or DWQ Identification Number
B. Lagoon ld:ntincation/�,.+ _�t/�[JEit. Y jet a
C. Person(s) taping Measurements •!� _'/
D. Late of Measurements.E. Methods/Dcvicrs Used for Measurement of:
a. Distance from the, lagoon liquid surface to the top of the sludge layer
l��o7__�di.1R
b. Distance from the lagoon liquid surface to the bottom (soil) of lagoon:
c. Thiclmess of the sludge layer if makg a direct measurement with "core sampler":
F. Lagoon Surface Area (using dimensions at inside top of bank): ^ /. O r% (acres)
(Draw sketch of lagoon on a separate sheet and list dimensions, and calculate surface area )
C. Estimate number of samplin
a. Less than 1.33 acre:
b. If more than 1.33 acre, acres x 6 = . , with maximum of 24.
(Using stretch and dimensions, develop a uniform "grid" that has number of intersection points tbai match
most closely with the estimated number of sampling points n-eded. Number tb- mid intersection points on
the lagoon grid to cauaspond with the data to be. recorded for points of measurement)
H. Conduct sludge survey and record data on "Sludge Survey Data Sheet".
L At time of sludge survey, also measm-r- the distance from the Maximum Li quid Leval
to the Present Liquid Level (m=we at the lagoon gage pals):
L Determine distance from Maximum Liquid Level to Minimum Liquid Level; Z .2-
(Ducnnine. from Plan or other lagoon records)
Y_ Calculate distance from present liquid surface level to mum Liquid :
- r
level• Item 7-- Item I, assuming present liquid level is below Max. Liq. Level• . O 3
L. - Record from sludge survey data sheet the distance from the present liquid surface level ,
to the lagoon bottom (average for all the measurement points): S. 14 %
M P.ecord from sludge survey data shut the distance from the present liquid surface level G '
to the top of the sludge layer (average for all the measurement points): ' L s7
N. Record from sludge survey data- shut the average thiclmess of the sludge layer 3. C 6
O. Calculate the thickness of the eristine Liquid Treattnsat Zone (Item M -Item b�: %
(Note: If It_-m O is less than 4 tie, a sludge removal and utilization plan may be mquir-d by
A'. C. D WQ. See your speziLc permit or contact D+WQ for more infmmation.)
I?. Proc�.d to Sludge v oiume Wo=L•shest is d,.sire to cal ;ulaL. slunQe volume for rectan_tsulz- si.aasd .
lagoon with wufo_rm side slope.
Completed by:)
=print Marne Signature .
l;

ppmdi;_ ;. StudITe S- Unt 8Y- Uaia S.beat
B2=vi3
Lagoon Identinc.ation:
Sludgy Survey Gate Sheet
Completed by: • / fiat.-:_
Print Name Signature
Grid
Point
NO.
Iris`.an-e from itquid surface Distance irofn liquid Surface
to tOA Of Sludpe to lagoon bOttDm (soil'
Ft. inches Feat (tenths) Vt. &.inches Feat (tenths)
7hicImess ci-Sllldge
layer
IFt. inches IFeet (tenths)
2
!
1
3
s
!
.4
�/ 7
7
.2-
I
!
9
10
I 12
I !
I
13
II
I
,4 1
I I
I I
15
16 f
I !
17 !
!
I I I
f
!
i D21
I
I I I
I
22
124
Lrapel'
! G 87
8. 3 L -7,_..
Aa 3 r: id 'jDrdnT` 2Dd COTY6CDODCLIP'F S]vs3Fs 3?+41 = iiC}�]Lcr I17LSi C+� S�iC+ 'D 0n 2 S e—tCli
a tachsd to tM5 9313da- Su-V_e-V DI-- 4Zht8t. "
7.o teL.hi
i !

�t
Appendix I Lagoon Sludge Surve�v Form
A. Farm Permit or DWQ Identification Number8t L,
B. Lagoon Id--ntincation
C. Person(s) tait:.ing Measurements /.�
D. Date of Measurements
E. Methods/Devices Used for Measurement of.
a Distance from the lagoon liquid surface to the top of the sludge layer.
b. Distance from the lagoon liquid surface to the bottom (soil) of lagoon:
AV tom a :'ar
c. Thir-kncss of the sludge layer if making a direct measurement with "core sampler":
F. Lagoon Surface Area (using dimensions at inside top of bank-): . %B rf (acres)
(Drain sketch of lagoon on a separate sheet and list dimensions, and calculate surface arca.)
r-
1
G. Estimate number of sampling pain
a_ Less than 133 acre: of
b. If more than 133 acre, acres x 6 = - , with maximum of 24.
(Dsmg sketch and dimensions, develop a uniform "grid" that has member of intersection points that inatnb
most closely with the cstimaied number of sampling points needed plumber the grid intersection points on
the lagoon gid to correspond with the data to be recorded for points of measurement.)
R Conduct sludge survey and record data on "Sludge Survey Data Sheet".
I. At time of sludge survey, also measure the distance from the Maxim m Liquid Level
to the Present Liquid Level (measure at the lagoon gage pole):
I Determine distance from Maximum Liquid Level to Mnimnm Liquid Level:
(Determine from Plan or other lagoon records)
Y- Calculate distance from present liquid surface level to h1mimum Liquid
level: Item 3 - Item I, assuming present liquid level is below Max. Liq. Level:
L. Record from sludge survey data sbect the distance from the present liquid surface level
to the lagoon bottom (average for all the measurement points):�cJ B
M. Record from sludge survey data sheet the distance from the present liquid surface level
to the top of the sludge layer (average for all the measurement points)-. a • r G L
N. Record from sludge survey data sheet the average thickmess of the sludge layer:
O. Calculate the thickness of the existing Liquid Treatment Zone (Item M-Item K): r% ZZ $
(Note: If Item O is less than 4 fi., a sludge removal and utilization pl= may be requir-..d by
N. C. D uvQ. Sea your spa fflc permit or contact DwQ fr more infoauation)
P. Proud to Sludge Yolume Wor):shset LF dt ire to cal.-ulats sludge volume far rectangular sbaped
!ago on with uniform side slope.
Completed by:) 4- Date: / — L -d
rinI ?Nate Signature . .
l3

•A �.
A ppmd x 4. Sludge Suney Data Sheet
Lagoon Identit%von:
Sludge Survey Data Sheet
Completed by: Date: ! ♦2 T
Print Name -Signature
(A)
Grid
Point
No.
(£)
►'istance from liquid surface
to top of sludge'
(C)
Distance from liquid surface
to lagoon bottom (soil)
(C) - (9)
Thickness of sludge
la er
Ft. & inches IFeet (tenths)
t. & inches Feet (tenths)
Ft. & inches IFeet (tenths)
1
f
2
3
8 Z
.4
p ..
5
PD
�
i
I 12
f
13
14
15
II
f
f
f
1s �
17
f
f f
18
19
f
20
t
I
21
--
22
23 I
f
1
f 24
LI vlaraoel :)Of .11
L IJ Grid Point and corresaondin? siudat 32yer �ffiiclmess mi±et be shown on a sL eicii
attached to this Siud«e Survev Dam Sheet.
Sew a unendi.s 6 for conz=ersion from inrbes to tenths o; feet

Appendix. 3. Lagoon Sludge Surve3, Form _
A. Farm Permit or DWQ Identification Number P 2 /3
B. Lagoon Identification k' Ja 1.0..)
C. Person(s) tatting Measurements _�.� _�.! •• ✓� _ --
D. Date of MeasurementsZ
E Methods/Dsvic:s Used for Measurement of:
a. Distance from the lagoon liquid surface to the top of the, sludge layer.
b. Distance from the lagoon liquid surface to the bottom (soil) of lagoon:
c. Thicimess of the sludge layer if making a direct measrremcnt with "core sampla":
F. Lagoon Surface Area (using dimensions at inside top'of ban -): /. _2 y% (acres)
(Draw sketch of lagoon on a separate sheet and list dimensions, and calculate surface area.)
G. Estimate number of sampling points:
a. Less than 1.33 acre: Use S points
b. if more than 1.33 acre,, j SL -?acres x 6 = _ _l O , with maximum of 24.
(Using sketch and dimensions, develop a uniform "grid" that has number of intersrction points that mateh
most closely with the estimated number of sampling points needed. Number the grid intmuction points on
the lagoon grid to correspond with the data to be recorded for points of measurement)
R Conduct sludge survey and record data on "Sludge Survey Data Sheet'.
I. At time of sludge survey, also measure the distance from the Maximum Liquid Level
to the ?resent Liquid Level (measure at the lagoon gage pole): ,[• /G G
J. Determine distance from Maximum Liquid Level to Minimum Liquid Level- 1. 3 �
(Determine iron Plan or othzr lagoon records)
r. Calculate distance from present liquid surface level to Minimum Liquid
level: Item r— Item I, assuming present liquid level is below Max. Liq. Level• .
L. Record from sludge'survey data sheet the distance from the present liquid surface level
to the lagoon bottom (average for all the measrrrmcnt points): �G
M. Record from sludge survey. data sheet the distance from the present liquid surface level
to the top of the sludge layer (average for all the measurement points). ,3 • S3
i
N. Record from sludge survey data sheet the average thiclmess of the sludge laver: 2 G
O. Calculate the thicimess of the existing Liquid Treatment Irons (Item M - Item K): �G
(]vote: if It_m O is less than 4 L, a sludge removal and utilization plan may be required by
N. C. DWQ. See your spe: aic permit or eontazt DWQ foe more info.-mation.)
P. Pro=zdi to Sludge Volume Worlsheet if desire to calcuiai: sludge volume fo. rectangular shaped
iagoon with unifo=m side slope.
Completed by:) Z>.4r-' , Date: JIL • O (v
's pint :Range Signature .,
13

App=&7- 4. Sludge Szsrvey Data Sheet
B2 -- 3
Lagoon Identification:
Sludge Survey Data Sheet ..•jG
Completed by: A� .�.�/ � Late:_ / 2-
Print Larne Signature
(A)
Grid .
Point
No.
��,
Distance from liquid surface
to top of sludge
Distance from liquid surface
to laaoon bOttOM (soil)
IC) _ (S)
Thickness of.sludge
layer
Ft. & inches lifeet (tenths
i. & inches Feet (tenths)
IFt & inches IFeet (tenths)
1
r
2
-V"� 3
I
s
S:S
4
j
5
2-
6
6.a
7
I
5
.o
10
5
I
12
I �
13
14
1�
16
17
I
I
18
I
19
I
!
20
I
I
21
22-------------
24 1
I! !
I
I I
14warag-1-
I S-. T�3 I
A)] grid Point= and corre-mondlna sludge milt be sbovm, on 2 Sketch
aitacbed to this SlndaaeSurvev Darn Sheet
5--- 4ppendi.-z 6 for conversion from inches to temtns of feet

App=dix 4. Sludge Survey Data Sheet
Lagoon Identification:
Sludge Survey Data Sheet-- .�
om�,lstRd ny:.l7ir.���.l�-, Date: /2
Print Warne Signature
(A)
Grid .
Point
No.
(B) -
Distance from liquid surface
to top of sludge
(C)
Distance from liquid surface
to lagoon bottom (soil)
This! -Tess Dt.sludge
layer
Ft, inches rent (tenths)-
Ft. inches i=eet (tenths
1=t &Inches reel (tenths)
2
f
.3
.4
5
6
7
I
B
1a
�'
12 f
f
13
14
13
f
16
17
f !
I
I
18
f
19 I
I I
f I
I
21) 1I
I
*brll Grid Points and cor-esnondinQ sludge 12Trer'thic)`MeSS mist br: shoal n on 2 sketCh
attached to this Sfvdaf Sun ev Dau Sheet.
see 4npeadi.� 6 for canvaxsioa Ja om inches m '�;�,; o t'ee;. -

1
Apptndi:: 6. Sludge Surve}y Data Sheet
Lagoon Identification:
Sludge Survey Data Sheet -# 3
Completed by: Z70. %--N date: ZIJ2 a
Print Narne Signature
(A) (A)
Grid
Point
No.
Distance from liquid surface
to top of sludge
(C)
distance from liquid surface
tO lagoon bottom (soil
(C) - (S)
Thickness of.sludge
layer
Ft. & inches
Feet (tenths)
t. 9. inches Feet (tenths)
IP€. & inches IFeet (tenths)
-
2
3
.4
$
I
6
I
f
71
I
I
$
I
9
r
'0
10
l
,l
f
12
I
13
14
I
i
I I
I
18
I
I
16
I
17
I
I
1
I
18
I
f
F
19 I
I
I
I
20
I
I I
f
21 I
I
I
1 I
I I
*-Ul Grid Point= and corrw5nond3r.« sludge 12ver hiclmess must be shown on 2 3keicn
attacbed to this SWdge Su, —ex- Darn Sheet
Sep Dpendid 6 for conversion Lrom inches to zenzh of I- -
�
�.G

Appendix: 3. Lagoon Sludge Survey Form
A. Farm Permit or DWQ Identification Number. _ Z — b_ / 3 to-F tic
B. Lagoon Identification ^ �-� F: r'r S Nd- A -
C. Person(s) taking Measurements DA1 a4: /
D. Date of Measurements JL- 2 8 /a 4
I- Methods0--vices Used for Measurement of:
a. Distance from the. lagoon liquid surface to the top of the sludge layer.
-
b. Distance from the lagoon liquid surface to tly bottom (soil j of lagoon:
roc. '0.
c. Thiclmess of the sludge layer if mpg a &mct measurement with "core sampler":
F. Lagoon Surface Area (using dimensions at inside top of bank): {acres)
(Draw sketch of lagoon on a separate sheet and list dimensions, and calculate surface area.)
G. ��dronte number ofsatnplin RFw-rr a'*"
a. Less than 1.33 : Use 8 points
b. if more than 1.33 acre, acres x 6 = _ _ , with maximum of 24.
([king slretdh and dimensions, develop a uniform "grid" that has number of intersection points tbat match
most closely with the estimated mher of sampling points needed_ Number the grid intersection points an
the lagoon grid to correspond with the data to be recorded for points of measurement)
A. Conduct sludge survey and record data on "Sludge Survey Data Sheet".
L At time of sludge survey, also measure the distance from the Maximum Liquid Level
to the Present Liquid Level (measure at the lagoon gage pole): . VA
J. Determine distance from Maximum Liquid Level to Minim= Liquid Level• � o
(Determine from Plan or other lagoon records)
K Calculate distance from present liquid surface level to Minimum Liquid
level; Item J- Item L assuimina present liquid level is below Max. Liq. Level:
L. Record from sludge survey data sheathe distance from the present liquid surface level �
to the lagoon bottom (average for all them measurement points):
M. Record from sludge survey data sheet the distance from the present liquid surface leyei
to the top of the sludge layer (average for all the measurement points):
N. Record from sludge survey aata sheet the average thickness of the sludge laver. •� .mil Z 5f
O. Calculate the thickness of the existing Liquid Treatment Zone (item M- Item L' :
(Note: If Item 0 is less than 4 ft, a sludge removal and ntiii on plan may be required by
lvI. C. DWQ. See your spedfir-permit or contact DWQ f c more information.)
P. Proc.ed to Sludge Volume Gvorl:sheet i_f desire to caiz-ulate sludge voluutn_ for
rectanmiL_ shaped
lagoon with uuifo.-m side slope.
Comp1v, d by:) B . / Dale: ! 1— L 8 10L
~lint ?yam: Signature ..

appmdib: ^. Sludae Survey Data Sheet _
Lagoon Identification:
Sludge Survey Data Sheet 2—
Completed by: 17.�r • x �" _ Date:, iz�t�,e/a L
Print Blame Signature
(A)
Grid
Paine
No.
(S) (C)
Distance from liquid surface Distance from liquid surface
to top of sludge to lagoon bottom (soil)
(C)-Pp)
i
Thickness of.sludge
layer
Ft. a inches I.Feet (tenths( kt. & inches Feet (tenths)
Ft inches IFeet (tenths)
1
2
3
.4
5
6
I. I
7
r
8
9
10
I
11
12
1
13
14
15
16
I
17
J
I I
rr
I I
18
,s
I
f I
1 I
20
I I
I
21
I ! =
I
!
2-2
I
I
I
23
I I
I f
k 24
I I
1
I I
* d 11 Grid Point, and corre&suoridinQ Ouda* ]zr-er thickness must be sbov m. on z sketch
attached to this Stud-t �urvev Dana Sheer.
fe Sera 4nnnndix 6 for coni�ersion from inches to zearhs o; w

Appendix 3. Lagoon Sludge Survey Form ..
A. Farm Permit or DWQ Identification Number o 2 - o / 3 ZAAQ1
B. Lagoon Identification, / /—%� : •r�s�
C. Person(s) taking Mea surements >f /
D. Date of Measurements /2 Z2 B G
E. Methods/Devices Used for Measurement of:
a. Distance from the lagoon liquid surface to the top of the sludge layer:
b. Distance from the lagoon liquid surface to tale bottom (soil) of lagoon:
c. Thickness of the sludge layer a drerectt measurement with "core sampler":
F. Lagoon Surface Area (using dimensions at inside top of bank): _ 36 / (acres)
(Draw sketch of lagoon on a separate sheet and list dimensions, and calculate surface area)
G. Estimate number of sampling poi
a. Less than 133 Use 8 points
b. If morethan 133 acre, acres x 6 = - , with maximum of 24.
(Using sketch and dimensions, develop a uniform "grid" that has number of intersection points that match
most closely with the estimated number of sampling points needed. Number the grid intersection points on
the lagoon grid to correspond with the data to be recorded for points of m easLrtment )
R Conduct sludge survey and record data on "Sludge Survey Data Sheet".
I. At time of sludge survey, also measure the distance from the Maximum Liquid Level r
to the Present Liquid Level (measure at the lagoon gage pole): 41/6
J. Determine distance from Maximum Liquid Level to Minimum Liquid Level:�0
(Determine from Plan or other lagoon records)
K Calculate distance from present liquid surface level to Minimum Liquid .
Ieveh Item J — Item I, assuming present liquid level is below Max. Liq. Level:
L. Record from sludge survey data sheet the distance from the present liquid surface level ,
to the lagoon bottom (average for all the measurement points): 1C, 8 jL
M. - Record from sludge survey data sheet the distance from the present liquid surface level
to the top of the sludge layer (average for all the nicaswement points): 8
N. Record from sludge survey data sheet the average thickness of the sludge layer:.
O. Calculate the thickness of the existing Liquid Treatment Zone (Item M — Item RQ: /L
(Note: if Item O is less than 411, a sludge removal and utilization plan may be required by
N. C. DWQ. See your specific permit or contact DWQ for more information.)
P. Proceed to Sludge,Volume Worksheet if desire to calculate sludge volume for rectangular shaped
lagoon with uniform side slope.
Completed by:) Date: L o G
Print Name Signature
13

i
App=i&-;. 4. Sludge Survey Data Sheet
Lagoon Identification:
Sludge Survey Data Sheet W / �-
Comple�ted by: r�� /�5.•. .� Date: 2 2v
Print Name Signature
(A)
Grid.
Point
No.
(E)
Distance from liquid surface
to top of sludge
(C)
Distance from liquid surface
to Iaaoon bottom (soil)
(C)-(D)
Thi&ness af.sludge
layer
Ft. & inches Feet (tenths)
t. & inches Feet (tenths)
Ft. & inches iFeet (tenths)
1
2
3
.d
4
5
.i G
6
.a
7
1 -8
8
9
I
I
12
13
14
15
tt
I
16
17
18
19
ll
I
20
! !
1
21
* ➢ Grid Poi3ntr= and corrfnnandina sludaf 32-ver hiclmess muse be shown on 2 sketch
attachsd to 'U.; SiudQe Survey Dau Sheet.
Se.-!Appendi- 6 for conversion from inches to m-,w o;' lee
.f . s$ 4 i•

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
Warren Farming Company .�.
Warren Swine Farms JUN 2 7 ZviV
596 Blake Rd _
Newton Grove, NC 28366
Subject: Certificate of Coverage No. AWS820013
Warren Swine Farms
Animal Waste Management System
Sampson County
Dear Warren Farming Company:
In accordance with your application received on 20-Feb-07, we are hereby forwarding to you this
Certificate of Coverage (COC) issued to Warren Farming Company, 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 Warren Swine Farms, located in Sampson County, with an animal capacity of no
greater than the following swine annual averages:
Wean to Finish: 0 Feeder to Finish: 5200 Boar/Stud: 0
Wean to Feeder: 6660 Farrow to Wean: 1135 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 1H.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 pay
careful attention to the record keqping and monitoring conditions in this permit.
Aquifer Protection Section 1636 Mail Service Center
Internet: www.newatergualitv.M Location: 2728 Capital Boulevard
An Equal OpportunitylAffinnative Action Employer 50% Recyded110% Post Consumer Paper
Nam` Carolina
turdly
Raleigh, NC 27699-1636 Telephone: (9t9) 733-3221
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, miles, 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 02T .0111(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,
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 AWS820013

ANIMAL FACILITY ANNUAL CERTIFICATION FORM
Certificate of Coverage or Permit Number AICIA AILO-d,County Year 200 5-
Facility Name (as shown on Certificate of Coverage or Permit)_ 1/j% V-- �w r... A4otw.
Operator in Charge for this Facility ('c,-�l� l�c,.rt.. Certification # 9IJKS
Land application of animal waste as allowed by the above permit occurred during the past. calendar year
V_ YES NO. If NO, skip Part I and Part II and proceed to the certification. Also, if animal waste
was generated but not land applied, please attach an explanation on how the animal waste was handled.
Part I : Facility Infoirmation:
1. Total number of application Fields & or Pulls 4lease check the appropriate box) in the Certified Animal
i-Nr.+►1a rJlSaPer� se�s
Waste Management Plan (CAWMP): f3y-pods - Total Useable Acres approved in the CAWMP
2. Total number of Fields P or Pulls Rr(p lease check the appropriate box) on which land application
/yl�d s .� s.b
occurred during the year: �{-Fr�r1/L�°.��s Total Acres on which waste was applied kff, 72
3. Totdl pounds of Plant Available Nitrogen (PAN) applied during the year for all application sites:
-333 i
4. Total pounds of Plant Available Nitrogen (PAN) allowed to be land applied annually by the CAWMP and
the permit: a 11 ,Sr -
5. Estimated amount of total manure, litter and process wastewater sold or given to other persons and taken
off site during the year
tons ❑ or gallons ❑ (please check the appropriate box)
6. Annual average number of animals by type at this facility during the previous year:
Wea.ML&A, 6 2.3 g F"dc- T• A.Zt 4F fro _ f�..r,,, -Ju� /!a 0
7. Largest and smallest number of animals by type at this facility at any one time during the previous year:
Largest �lca.Ttr .b.. _ 4 fl o ".--A r-i"I- S.2 7 o r c..v..+ /,
Smallest 39 71 .214 - // a
(These numbers are for informational purposes only since the only permit limit on the number of animals
at the facility is the annual average numbers)
8. Facility's Integrator if applicable:
Part II: Facility Status:
IF THE ANSWER TO ANY STATEMENT BELOW IS "NO", PLEASE PROVIDE A WRITTEN
DESCRIPTION AS TO WHY THE FACILITY WAS NOT COMPLIANT, THE DATES OF ANY NON
COMPLIANCE, AND EXPLAIN CORRECTIVE ACTION TAKEN OR PROPOSED TO BE TAKEN TO
BRING THIS FACILITY BACK INTO COMPLIANCE.
1. Only animal waste generated at this facility was applied to the permitted sites during VYes ❑ No
the past calendar year.
RECEIVED
MAR 01 2006
AFACF 3-14-03 1
DBVR-FAYEMLLE REGIONAL OFRGE

2. The facility was operated in such a way that there was no direct runoff of waste from Ct�'.'es ❑ No
the facility (including the houses, lagoons/storage ponds and the application sites) during
the past calendar year.
3. There was no discharge of waste to surface water from this facility during the past [D Ies ❑ No
calendar yeai.
4. There was no freeboard violation in any lagoons or storage ponds at this facility during PYes ❑ No
the past calendar year.
5. There was no PAN application to any fields or crops at this facility greater than the ®'Yes ❑ No
levels specified in this facility's CAWMP during the past calendar year.
6. All land application equipment was calibrated at least once during the past calendar year. PYes ❑ No
7. Sludge accumulation in all lagoons did not exceed the volume for which the lagoon ❑ Yes ©'ltlo
was designed or reduce the lagoon's minimum treatment volume to less than the volume
for which the lagoon was designed.
8. A copy of the Annual Sludge Survey Form for this facility is attached to this Certification. �es ❑ No
9. Annual soils analysis were performed on each field receiving animal waste during the des ❑ No
past calendar year_
M
10. Soil pH was maintained as specified in the permit during the past calendar Year? R fes ❑ No
11. All required monitoring and reporting was performed in accordance with the facility's des ❑ No
permit during the past calendar year.
12. All operations and maintenance requirements in the permit were complied with during ►0'Ves ❑ No
the past calendar year or, in the case of a deviation, prior authorization was received
from the Division of Water Quality.
13. Crops as specified in the CAWMP were maintained during the past calendar year on all Res ❑ No
sites receiving animal waste and the crops grown were removed in accordance with
the facility's permit.
14. All buffer requirements as specified on the permit and the CAWMP for this facility were Ries ❑ No
maintained during each application of animal waste during the past calendar year.
"I certify under penalty of law that this document and all attachments were prepared under my direction or
supervision in accordance with a system designed to assure that qualified personnel properly gather and
evaluate the information submitted. Based on my inquiry of the person or persons who manage the system, or
those persons directly responsible for gathering the information, the information submitted is, to the best of
my knowledge and belief, true, accurate, and complete. I am.aware that there are significant penalties for
submitting false information, including the possibility of fines and imprisonment for knowing violations."
different from Permittee)
Date
AFACF 3-14-03 2

PLAN OF ACTION (POA) FOR LAGOON SLUDGE REDUCTION
Facility Number: S — i 3 County:
Facility Name: Warm,..
Certified Operator Name:�'LrF/�% Operator #: 19144,5-
Note: A certified Sludge Management Plan may be submitted in lieu of this POA.
La oon 1
'Lagoon 2
a con 3
Lagoon 4
Lacloon 5
Lacloon 6
a. Lagoon Name/ Identifier
b. Total Sludge Depth (ft)
7..
c. Sludge Depth to be
Removed for Compliance
d. Sludge Volume to be
Removed (gallons)
-1 ICO7C •
O ZOoa
IST fiSS
e. Sludge PAN
(lbs/1000 gal)
f. Liquid PAN
(Ibs/1000 gal)
g. PAN of Sludge (Ibs)
(d x e)/1000
s•
Compliance Timeframes:
If the sludge level is equal to or higher than the stop pump level of the lagoon or if the sludge level
results in an elevated waste analysis, a sludge management plan that meets the requirements of SIB
Interagency Group Guidance Document 126 must be prepared by a technical specialist and submitted
to DWQ within 180 days. Work to reduce the sludge level must begin within another 180 days.
Compliance with NRCS Standard 359 must be achieved by the expiration date of the current permit, July
1, 2007.
If the sludge level is non -compliant; but below the stop pump level of the lagoon, compliance -with NRCS
Standard 359 must be achieved by the expiration date of the current permit, July '1, 2007. If future
sludge surveys do not show improvement in sludge levels, DWQ may require the owner to develop a
sludge management plan. that meets the requirements of SB Interagency Group Guidance Document
1.26.
SPOA 5-18-04 Page 1 of 2

I
NARRATIVE: Use this section to describe the method(s) that will be used to lower the sludge
depth. If microbe use is planned, specify the product to be used.
N 4rYae s. 7 �i. eS�r���y GCe'� ; ..
7+�+- L2�
�e.l�l Arvo.��
Ate,; 1-
U 2— .L3 Lj ell JAi
�l��rL'.+..� ,�} :d"�
sue✓/L ��rcSGw�c�r. rw C
�� /�-
r"/
ga. -04--
To UaL - —si- 2��.s f
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.
jJLirvv,�
Facility Owner/Manager (print)'
Phone: . 910 / W /
Facility Owner/Manager - {signature} Date:
Return this form to:
Keith Larick
NC Division of Water Quality
.1617 Mail Service Center
Raleigh, NC 27699-1617
SPOA 5-18-04 Page 2 of 2

ot )F
W AT�9pG Michael F. Easley, Governor
William G. Ross Jr., Secretary
rNorth Carolina Department of Environment and Natural Resources
-� Alan W. Klimek, P.E. Director
Division of Water Quality
April 4, 2005:
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
RECEIPT # 7002 2410 0003 0274 6235
Mr. Gerald Warren
Warren Swine Farm; Inc.
Warren Swine Farms
PO Box 223
Newton Grove, NC 28366
RE: Sludge Survey Testing Dates
Facility # 82-13
Sampson County
Dear Mr. Warren:
The Division of Water Quality (DWQ) received your sludge survey information on
February 25, 2005. With your results you requested an extension of the sludge survey
requirement for the King Sow #4 and King Sow #4A lagoons at the Warren Swine Farms facility
until 2007.
Due to the amount of treatment volume available in the King Sow #4A lagoon, DWQ
agrees that a sludge survey is not needed until 2007. The results of the 2007 sludge survey are to
be submitted with the Annual Certification Form that will be due on March 1, 2008.
However, due to the amount of treatment volume available in the King Sow #4 lagoon,
and the rate of sludge accumulation, DWQ feels that an extension only until 2006 is appropriate
for the King Sow #4 lagoon. The next sludge survey for this lagoon should be performed before
December 31, 2006. The results of the 2006 sludge survey are to be submitted with the Annual
Certification Form that will be due on March 1, 2007.
Please be advised that the extensions apply only to the two lagoons above. Thank you for
your attention to this matter. If you have any questions, please call me at [phone].
Sincerely,
Keith Larick
Animal Feeding Operations Unit
cc: File# 82-13
Larry Baxley, Fayetteville Regional Office No ` Carolina
North Carolina Division of Water Quality 1617 Mail Service Center Raleigh, NC 27699-1617 Phone [phone] Customer Service
Internet: h2o.entstate.nc.us 512 N.'Salisbury St Raleigh, NC 27604 FAX [phone]
An Equal Opportunity/Affirmative Action Employer — 50% Recydedl10% Post Consumer Paper

Appendix 3. Lagoon Sludge Survey Form
A Farm Permii or DWQ Identification Numher
B. Lagoon ldentification
C: Personf s) tai;ing lvleasurements � �• ' E
D: Date of Measurements
B. Methods/Devices Used for Measurement of:
a. Distance from, the lagoon liquid surface to the top of the sludge layer:
b. Distance fTomAhflaPooiu liquid surface to the bottom (soil j of lagoon:
c. Tbiclmess of the sludge layer if maldng a direct measurement with "core samples":
F. Lagoon Surface Area (using dimensions at inside top of bank): . 3 it / (acres)
(Draw sketch of lagoon on a separate sheet and list dimensions, and calculate surface area)
G. Estimate number of samDlin a noints:
[a. Less than 1.33 acre: Use 8 omn
b. If more than 133 acre, acres s 6 = . unth maximum of 24.
(Using sketch and dimensions, develop a uniform "grid" that has number of intersection points thai match
most closely with the estimated number of sampling points needed. Number the grid intersection points an
the lagoon grid to correspond with the data to be recorded far points of measurement)
II Conduct sludge sttn,ey and record data on "Sludge Survey Data Sheet'.
I. Af time of sludge survey, also measure the distance from the Maximum Liquid Level
to the Present Liquid Level (measure at the lagoon gaga pole): %� o
3. Determine distance from Maximum Liquid Level to Minimum Liquid Level: �, O
(Determine from Pl= or other lagoon rrcords)
IL Calculate distance from present liquid surface level to Minimum Liquid
level: Item J — Item I, assuming present liquid level is below Max. Liq. Level: -79��O
L. Record from sludge survey data sheet the distance from the present liquid surface level ��++
to the lagoon bottom (average for all the measurement points): 7. 0
M. Record from sludge survey data sheet the distance from the present liquid surface level
to 'the top of the sludge layer (avenge for all the measurement points): 'T • ii % N. Record from sludge survey data sheet the average thiclmess of the sludge layer:
0. Calculate the thiclmess of the existing Liquid Tr°..atn=tZone (Item M— Item 1:): 14
(Note: If Item 0 is less than 4 fL, a sludge removal and utilization plan may be required by
N. C. DWQ. See your specific permit or contact DWQ for more infarmation.)
P. Proceed to Sludge Volume Worksheet if desire to calculate sludge volume for rectangular shaped
lagoon with uniform side slope.
Completed by:) 5/!e--" art• Date: P a"
Print Name Signature
13

Appetadu. 4. Sludge Survey Data Sheet
B2-11.3
L-a 6on Identification: _
Sludge Survey Data Sheet !� LR Sw. rtr rii.4-- r• i J i!
Completed by: �v% �e • ��-} Date: jp L b r
Print flame Signature
(A) (A)
Grid
Point
No.
( )
Distance from liquid surface
io top of slud a
(C)
Distance from liquid surface
to lagoon bottom (soil)
(C)-(B)
Thickness of.sludge
er
Ft. � inches
Feet (tenthsl
IFt. & inches
I Feet (tenths)
Ft. & inches
IFeet (tenths)
1
1
--
I
• /4
1
1J' G
1
7.2 5
I
3
el o
4
3. 1
e.?3
6
/o . /
• SG
7F
9
I
I
10
11
12 I
13
14
15
16
17
18
19 .
20
21
tt
22 I
23
24 I
Average
I
7' G/'2—
L IMF-
006
1
*All Grid Points and corresponding sludge later thickness must be shown on a sketch
attached to this Sludge Survev Data Sheet.
See Appendix 6 for conversion from inches to tenths of feet.

r
App-ndi}_ 3, LaGaon Sludge Survey Form
. 7= Permit or D VJQj identification j. urnD---
L. Lauoor• Id=dfi—.anon k,4,?,2" -V6-/lac ��F.�•s ir:�,�� ilex /
C. Person{s) tahmy Measurements.
D. Date of Measurements `/
'/ s /a
E. Methods/Devicts Used for ),&asusemem of:
EL. Distancc- from the lagoor, liquid su-,face to the top of the sludg4 layer:
b. Distance 1rgm�ee. laQoop liquid sysia f; to the bottom (soil) of lagoon:
� p• c
c. Thickness of the. sludge layer if making a direct measuremem with "core sampler":
F. Lagoon Surface Area (using dimensions at inside top of bank): . 36 (acres)
(Draur sl.etcb of lagoon on a separate sheetand list dimensions; and calculate surface area)
G. fistimate ar r n p61ntS:
ess than 1.33 acre: Use i pom
b. If more than 133 acre, acres 7, b = untb maximum of 24.
(Using sl.. rrb and dimensions, davalop a uniform "mod" tbai ha=. number of int.erscmon poinu thai matrb
most closely vith iht, estimated number of samplingpointa needed Number the grid intersection points fin
the lagoon grid to cormspond witb the data lobe recorded for points ofineasureme Q
Ii. Conduct sludge sun'ey and record data on "Sludge S-urvey Data Sheet".
L Al time of sludge su�Tey, also measurE the distance from the Mw imam Liquid Level ■
to the Present Liquid Level (measure at the lagoon gage pole): .�• $
r
I. Determine distance from Mw:imum Liquid Level to Minimum Liquid Level: a. .
(Determine from Plan or other lagoon records)
K Calculate distance from present liquid surface level to Minimum Liquid
level: Item 3 - Item I. assuming present liquid level is belo-w Max. Liq. LveL P�r``S • -�
L, Record from sludge survey data sheet the distance from the present liquid Sm7faee level
to the lagoon bottom (average for all the measurement points):
M. Record from sludge sun ey data sheet the distance from the present liquid surface level
to the top of the sludge iayer (average for all the measurement points): .j• -� 7
N. Record from sludge survey data sheet the average thicImess of the sludge layer:
0.- Calculate the thiclmess of the exisE-= Liquid Treatment Zone (Item IM - Item K): /yl t IC
(Note: If Item 0 is less than 4 ft., z sludge removal and utilization plan may be required by
N. C. DVJQ. Sea your specific permit or contact DWQ for more infarmatign_)
P. Proceed to SludLTr Volume V�'orl;sbeet if des w calculate sludge �Jolume for rectan_�tlar soaped
lagoon rrith uniform side slope.
Completed by:) mate: / D
print Name SrEnature
13
KC

s
R�
�
N
�
�j
�
1
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n
�
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R,
�
C
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^
� J
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n
�
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i� I;
r

_4pp�ndi=: 4. Sludge Survet Dara Sheet
' a eon Identification:
Sludge Survey Data Sheet �S.r
Completed by: ?a+f: riate: 5f//
print ]Jame 5ianature
(f.} p
Grid
Point
No. (Distance from liquid surface
it to top of sludoe
(C j (C) _ (B)
Distance from liquid surface i hickneSs of sludge
I to la000r; bottom (soil) I laver
=t. & inches IFeel (tenths)
IPi. & inches
I Feet (tenths) =t. & inches Ireei (tenths}
2
3 I I 4.1
3.2 6I
4 3.3 1
, o
1 9' cp I .5. 7
5 i - a I
/o
I le.). s l 1 V. 3
a.S I
ro.�r I 3• / I
7 I I .1 I
.�a�r► I .s
I I i I
10 I
`All Grid Points and correspondi_n4 sludge 12ver-thicr-ness znusr be thorn on a sketch
attached to this Sludge Sur -vet- Data Sheet.
See—ppe.ndim: 6 for conversion from znches to tenths cif leer.
i!

iyI / 5 - j rl,�A
'A"O
31
A11—
i 1A J A
Ld-
Cold
tI
7
21 -c4j
Lj
. . . . . .
.
....
. . . . . . . . . . . . .
. . . . . . . . . . . .
77
7-7
77T
I J
L; 1
A
•__' ��"+�-_._
.. .J_ I � .., i I .l-...._-L�_kI.-�Y-..�-•
� _•.---I._�I _._-III
�
._3-
.4
I

Appendi?, 3. Lagoon Sludge Survey Form
A. l;ann Pent>it or DIVQ ldentif omlon Number G ,c/ rw.e-sewf
C. Person(s) taking Measurements P,4
D. Date of Measurements / -P- Z
E. Methods/Devices Used for Measurement of:
a. Distance from the lagoon liquid surface to the top of the sludge layer:
.t~r /7� Sd r✓ /f N
b. Distance from the lagoon liquid surface to the bottom (sail) of lagoon:
c. Thickness of tilt sludge
g a direct measurement with "core sampler":
F, Lagoon Surface Area (using dimensions at inside top of bank): I Or) (acres)
(Drawl sketch of lagoon on a separate sheet and list dimensions, and calculate surface area.)
G. Estimate number of sampling
a. Less than 1.33 acre: se o" porn
b. If more than 1.33 acre, _ acres x 6 = , with maximum of 24.
(Using sketch and dimensions, dcvelon a uniform "grid" that has number of intersection points that match
most closely with the estimaL.d number of sampling points needed. Number the grid intersection points on
the lagoon grid to correspond with the data to be recorded for points of measurement.)
H. Conduct sludge survey and record data on "Sludge Survey Data Sheet".
I. At time of sludge survey, also measure the distance from the Maximum Liquid Level
to the Present Liquid Level (measure at the lagoon gage pole):
J. Determine distance from Maximum Liquid Level to A inin= Liquid Level:
- (Determine from Plan or other lagoon records)
K. Calculate distance from present liquid surface level to Minimum Liquid
level: Item J — Item I, assuming present liquid level is below Max. Liq. Level:
L. Record from sludge survey data sheet the distance from the present liquid surface level
to the lagoon bottom (average for all the measurement points):
M. Record from sludge survey data sheet the.disiance from the present liquid surface level
to the top of the sludge layer (average for all the measurement points): S' �'3
N. Record from sludge survey data sheet the average thielmess of the sludge layer:
D. Calculate the thickness of the exisrtns Liquid Treatment Zone (Item M— Item IQ: .5 0�L l
(]vote: If Item Q is less than 4 fr, a sludgy removal and utilization plan may be required by .
N. C. DIVQ. See your soeeific permit or coniact DRJQ for more information")
.P. Procesd to Sludge Volume W. o:-kshtet if desire to calculate sludge volume for rectanpla- shaped
lagoon with unifor_T, side sloue.
Comnleteeb�:"I / �A 1' r Date:
Prim dtifini 51QnatLr�
1 '�

A endi} 4. Slvdne Survey Data Sheet
LagO n identincatiDn:
Sludge Survey Data Sheet _ 2-
- /
Completed by: 1Cati...,e d gidis'.C..a Date: �/ %3�D ^S'
Print Name Signature
(A)
Grid
Point
No.
I (B)
Distance fTDM liquid surface
to to of slud a
(G)
Distance from liquid surface
tD lagoon bottom (soli
(C)-(S)
Thickness of .sludge
layer
Ft. & inches Feet (tenths) JR & inches I Feet (tenths)
Ft. & inches
Feet (tenths)
2
4
.o
.:-
3.."b
kou3.23
s
943
.c3
8
3•S1(o
9
10
11
.
12
13
14
18
16-
17
18
19
20
21
22 J_
23
24
Average
_ell Grid
Points and corresnondin6 sludge 1,sverthickness must be shown on a sketch
attached to this Sludge Survey Data Sheet.
See Append:.- S for conversion from inches to tenths of feet

c717
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f ► 13

December 1, 2006
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
Warren Farming Company
Warren Swine Farms
596 Blake Rd
Newton Grove, NC 28366
Michael F. Easley, Governor
Witham G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek P.E. Director
Division of Water Quality
1,
i
L
�
t
Subject: Application for Renewal of Coverage for Expiring NPDES General Permit
Dear Permittee:
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 bgp://h2o.enr.state.nc.us/,aps/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 tunes of general permits, you must submit an application for permit
coverage to the Division. Enclosed you will find a `Request for Certificate of Coverage Facility Currently Covered by an Expiring
NPDES General Permit.' The application 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 application form.
Failure to request renewal of your coverage under a general permit within the time period specified may result in a civil penalty.
Operation of your facility without coverage under a valid general permit would constitute a violation of NCGS 143-215.1 and could
result in assessments of civil penalties of up to 525,000 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,
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 - 820013
Warren Swine Farms
Aquifer Protection Section 1636 Mail Service Center
Internet: www_ncwai uali .o Location: 2728 Capital Boulevard
An Equal OpporturiglAffirmative Action Employer— 50% Recydedl10% Post Consumer Paper'
Raleigh, NC 27699-1636 Telephone:
Raleigh, NC 27604 Fax 1:
Fax 2:
Customer Service:
No Carolina
(919) Naturally
[phone]
[phone]
[phone]

o�OF W A TF9QG
6J Y
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`C
CERTIFIED MAIL
RETURN RECEIPT RE UESTED
RECEIPT # 7002 2410 0003 0274 6235
Mr.. Gerald Warren
Warren Swine Farm, Inc.
Warren Swine Farms
PO Box 223
Newton Grove, NC 28366
RE: Sludge Survey Testing Dates
Facility # 82-13
Sampson County
Dear Mr. Warren:
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Nat" Resources
April 4, 2005
Alan W. Klimek, P.E. Director
Division of Water Quality
RECEIVED
APR 6 = 2005
I DN-FAyE1 URROI ALOMCE
The Division of Water Quality (DWQ) received your sludge survey information on
February 25, 2005. With your results you requested an extension of the sludge survey
requirement for the King Sow #4 and King Sow 44A lagoons at the Warren Swine Farms facility
until 2007.
Due to the amount of treatment volume available in the King Sow 94A lagoon, DWQ
agrees that a sludge survey is not needed until 2007. The results of the 2007 sludge survey are to
be submitted with the Annual Certification Form that will be due on March 1, 2008.
However, due to the amount of treatment volume available in the King Sow 94 lagoon,
and the rate of sludge accumulation, DWQ feels that an extension only until 2006 is appropriate
for the King Sow #4 lagoon. The next sludge survey for this lagoon should be performed before
December 31, 2006. The results of the 2006 sludge survey are to be submitted with the Annual
Certification Form that will be due on March 1, 2007.
Please be advised that the extensions apply only to the two lagoons above. Thank you for
your attention to this matter. If you have any questions, please call me at [phone].
Sincerely,
Keith Larick
Animal Feeding Operations Unit
cc: File# 82-13
Larry Baxley, Fayetteville Regional Office
tw
Carolina
ura!!ry
North Carolina Division of Water Quality I617 Mail Service Center Raleigh, NC 27699-1617 Phone [phone] Customer Service
Internet. h2o.enr.state.nc.us 512 N. Salisbury St Raleigh, NC 27604 FAX [phone].623-6748
An Equal OpporhmitylAtfirmative Action Employer— 50% Recycledli0% Post Consumer Paper

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CO
PLAN OF ACTION (POA) FOR LAGOON SLUDGE REDUCTION
Facility Number: S 3 County: �9PSK-MOIDENRjDWQ
Facility Name: W&YrAQMPROTEC11ONSKTIM
Certified Operator Name: Operatar #: �zrF �i SEP 0 2 2004'
I � `�S
Note: A certified Sludge Management Plan may be submitted in lieu of this POA.
Lagoon i
La oon 2
Uagoon 30
Lagoon 4
La oon 5
La oon 6
a- Lagoon Name/ Identifier
b. Total Sludge Depth (fit)
c- Sludge Depth to be
Removed for Compliance
ft
d. Sludge Volume to be
Removed (gallons)
� coo
�r
797,i3'8
e. Sludge PAN
(Ibs/1000 gal)
it r� a
�� �� �
Z —/S
_
f. Liquid PAN
(Ibs/1000 gal)
g. PAN of Sludge (Ibs)
(d x e)/1000
Compliance Timeframes:
If the sludge level is equal to or higher than the stop pump level of the lagoon or if the sludge level
results in an elevated waste analysis, a sludge management plan that meets the requirements of SIB
Interagency Group Guidance Document 1.26 must be prepared by a technical specialist and submitted
to DWQ within 180 days. Work to reduce the sludge level must begin within another 180 days.
Compliance with NRCS Standard 359 must be achieved by the expiration date of the current permit, July
1, 2007.
If the sludge level is non -compliant, but below the stop pump level of the lagoon, compliance with NRCS
Standard 359 must be achieved by the expiration date of the current permit, July 1, 2007. If future
sludge surveys do not show improvement in sludge levels, DWQ may require the owner to develop a
sludge management plan that meets the requirements of SB Interagency Group Guidance Document
1.26.
RECEIVED
SEP 0,1 2004
SPOA 5-18-04 Page 1 of 2 1 DENR-FAYEREUii.L RE ONALOFR(,E

NARRATIVE: Use this section to describe the method(s) that will be used to lower the sludge
depth. If microbe use is planned, specify the product to be used.
it f �'-4
}r 4(fHLL ! -`"li ��HG..SL, CiL4�o��
,ti !sus+ L Z�
'7 c..�J /ai.,--s
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[i/�.�r...rL�Gj r
I'�jG"7•� i+��-�YG�
�%r--lam �<✓�••�Y
�.�C.. rr�. �La � �� ��.� �Ur ��fN
�YJ C-s a.� yC.T)
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.
, 9tiP,A-1 d W.V,
Facility Owner/Manager (print)
Facility Owner/Manager (signature)
SPOA 5-18-04
Phone:
Date: &--3)— 44
Return this form to:
Keith Larick
NC Division of Water Quality
1617 Mail Service Center
Raleigh, NC 27699-1617
Page 2 of 2

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
Kerr T. Stevens, Director
March 26, 1999
Warren Swine Farm Inc
Warren Swine Farm Inc
PO Box 223
Newton Grove NC 28366
Attn: R. Gerald Warren
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NAnjRAL RESOURCES
Subject: Certificate of Coverage No. AWS820013
Warren Swine Farm Inc - `
Swine Waste Collection, Treatment,
Storage and Application System
Sampson County . . .
Dear R. Gerald Warren:
In accordance with your application received on April 16, 1998, we are forwarding this Certificate of
Coverage (COC) issued to Warren Swine Farm Inc, 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 Warren Swine Farm Inc, located in Sampson County, with an
animal capacity of no greater than 52001200 Feeder to Finish
Farrow to Wean 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.O. 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 AWS820013
Warren Swine Farm Inc
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 farm is located in the Fayetteville Regional Office. The Regional Office Water Quality Staff
may be reached at [phone]. If you need additional information concerning this COC or the
General Permit, please contact Sue Homewood at [phone] ext. 502.
MAR 1 5 1999
FAYETTEVILLE
REG. OFFICE
Sin ely,
,`Kerr T. Stevens
cc: (Certificate of Coverage only for all cc's)
Sampson County Health Department
Fayetteville_,Regional=Office; W,ater'Quality Section?
Sampson County Soil and Water Conservation District
Permit File
NDPU Files

. State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
Non -Discharge Permit Application Form
("PHIS 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 fi t ffivgpUlease
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�not leave
any question unanswered.
�!] �I�l �1�7\ i1f�l�C��►� /: II�1 (ice
1.1 Facility Name: Warren Swine Farm Inc
1.2 Print Land Owner's name: Warren Swine Farm Inc
1.3 Mailing address: PO Box 223
City, State: Newton Grove NC
Telephone Number (include area code): 910-594-1701
Zip: 28366
FAYETTEVI LLE
REG. OFFICE
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): On the northwest side of SR 1712 approx..8 miles
north of its intersection with SR 1706, east of Newton Grove, NC _
1.6 Print Farm Manager's name (if different from Land Owner):
1.7 Lessee's I Integrator's name (if applicable; please circle which type is listed): Warren Swine Farms
1.8 Date Facility Originally Began Operation: 01101/7l
1.9 Date(s) of Facility Expansion(s) (if applicable):
2. OPERATION INFORMATION:
2.1 Facility No.: 82 (county number); 13 (facility number).
2.2 Operation Description--. iont Swine operation
Farrow to Wean
Feeder to Finish
6400- Certified De ign Capacity
Is the above information correct? yes; �no. if no, correct below using the design capacity or the facility
The "No. of Animals" should be the maximum number or which the waste management structures were designed.
Type of Swine No_ of Animals Type of Poultry No. of Animals
0 Wean to Feeder _ 0 Layer
0 Feeder to Finish 5 Zy0 0 Non -Layer
0 Farrow to Wean (# sow) jz o0 0 Turkey
0 Farrow to Feeder (# sow)
0 Farrow to Finish (# sow)
Other Type of Livestock on the farm:
Type of Cattle No. of Animals
0 Dairy
0 Beef
No. of Animals:
FORM: AWO-G-E 1/26/98 Page 1 of 4

2.3 Acreage cleared and available for application (excluding all required buffers and areas not covered by the application
system): 147.0 Required Acreage (as listed in the AWMP): 131.0
2.4 Are subsurface drains present within 100' of any of the application fields? YES or NO (please circle one)
2.5 Are subsurface drains present in the vicinity or under the lagoon(s)? YES or NO (please circle one)
2.6 Does this facility meet all applicable siting requirements? (Swine Farm Siting Act, NRCS Standards, etc.) (Swine Only)
YES or NO (please circle one)
r,/ZWhat was the date that this facility's swine houses and lagoon were sited? � ,, -�-- c.)��w1 615'f gnj II ZSS
What was the date that this facility's land application areas were sited? ^ SR�,tEr As A &, F--
3. 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.
3.1 One completed and signed original and one copy of the application for General Permit - Animal
Waste Operations;
3.2 Two copies of a general location map indicating the location of the animal waste facilities and
Feld locations where animal waste is land applied;
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
application for animal waste operations.
The CAWMP must include the following components:
3-11 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.)
33.3--A map of every field used for Iand application.
3-L4- The soil series present on every land application field.
31.. 15 The crops grown on every land application field.
_3-3.6- The Realistic Yield Expectation (RYE) for every crop shown in the WUP.
33.7 The PAN applied to every land application field.
)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.
a3._1-1 Emergency Action Plan.
3Ji 12 insect Control Checklist with chosen best management practices noted.
3.343 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.
A2plicants Initials
pj��J
FORM: AWO-G-E 1/28/98 Page 2 of 4

Facility Number: 82 - 13
Facility Name: Warren Swine Farm Inc
4. APPIC�T'S CERTIFICATION:
I, Azl"j &J0(Land Owner's name listed in question 1.2), attest that
this application for GUo✓yu,..,, Z a,- (Facility name listed in question 1.1)
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required parts of this
application are not completed and that if all required supporting information and attachments are not included, this application
package will be,;4urned to me as incomplete.
Signature
Date -- / 3� 9 4'
5. MANAGER'S CERTIFICATION: (complete only if different from the Land Owner)
1,
(Manager's name listed in question 1.6), attest that this
application for (Facility name listed in question 1.1)
has been reviewed y me and is accurate and complete to the best of my knowledge. 1 understand that if all required parts of this
application are not completed and that if all required supporting information and attachments are not included, this application
package will be returned 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 I/28/98 Page 3 of 4

Facility Number: 82 - 13
Facility Name: Warren Swine Farm Inc
I,
this application for
has been reviewed
application are not
package will bed
Signature
(Land Owner's name listed in question 1.2), attest that
(JJOZVtp-- 1&� , (Facility name listed in question I
by me and is accurate and complete to the best of my knowledge. I understand that if all required parts of this
completed and that if all required supporting information and attachments are not included, this application
imed to me as incomplete.
Date -- 1—
5. MANAGER'S CERTIFICATION: (complete only if different from the Land Owner)
1)
I, (Manager's name listed in question 1.6), attest that this
application for (Facility name listed in question 1.1)
has been reviewed y me and is accurate and complete to the best of my knowledge. I understand that if all required parts of this
application are not completed and that if all required supporting information and attachments are not included, this application
package will be returned 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

u�
SJ�.►"'�
n
APR 16 1998
�-)M-Dlschame Pliltong
Producer. 009- rw 1 Ar m'.r.15
Location:
Telephone:
Type Operation:'�n°"'
Number of Animals: ri+1(La•w_ JCA► — Izoo.a
(Design Capacity) - Sz000
The waste from your animal facility must be land applied at a specified rate to prevent
pollution of surface and/or groundwater. The plant nutrients in the animal waste should
be used to reduce the amount of commercial fertilizer required for the crops in the fields
where the waste is to be applied. This waste utilization plan uses nitrogen as the limiting
nutrient. Waste should be analyzed before each application cycle. Annual soil tests are
strongly encouraged so that all plant nutrients can be balanced for realistic yields of the
crop to be grown
Several factors are important in implementing your waste utilization plan in order to
maximize the fertilizer value of the waste and to ensure that it is applied in an
environmentally safe manner. Always apply waste based on the needs of the crop to be
grown and the nutrient content of the waste. Do not apply more nitrogen than the crop
can. utilize. Soil types are important as they have different infiltration rates, leaching
potm als, cation exchange capacities, and available water holding capacities.. Normally
waste shall not be applied to land eroding at greater than 5 tons per acre per year. With
special precautions, waste may be applied to land eroding at up to 14 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 DEM regulations. •Wind conditions should also be considered to avoid drift
and downwind odor problems. To maximize the value of nutrients for crop production
and to reduce the potential for pollution, the waste should be applied to a growing crop or
applied to bare ground not more than 30 days prior to planting. Injecting the waste or
disldng will conserve nutrients and reduce odor problems.
The estimated acres needed to apply the animal waste is based on typical nutrient content
for this type of facility. Acreage requirements should be based on the waste analysis
report from your waste management facility. Attached you will find information on
proper sampling tecluiiques, preparation, and transfer of waste samples to the lab for
analysis.
This waste utilization plan, if carried out, meets the requirements for compliance witli 1 SA

r"
_.._.A At
,drrtorrnt of Wane Produced Per ear(galtonr,, f13. -tons etc.
r2o� 50•,+� x q • 44.0 - 900o -f "r
Szcn an; alS X r.S (and;) wastc/anii=Yyear = 78 Qo (amt.) waste/year.
ff
Amount of Plant Available Nitrogen (PAN) Produced Per Year
r'IC- Se.f 1c S. 6f9b�. a
5 z2 animals X�•3 Ibs. PAN/animal/year =►I ,e Ibs. PAN/year. (PAN from N. C. Tech.
Guid&Std. 633) 1% qqk 6
Applying the above amount of waste is a big jab. 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
t and surface application:
Table 1: ACRES OWNED BY PRODUCER
Tract Field Soil Crop Us. N Acres Lbs. N Month of
# No. Type Per Ac. * Utilized Application
. _Total 115.0 I aSoo._ I
" This N is from animal rmsfe only. If nutrients from other sources such as cononrercial
fertilizer are applied, Mey must be accounted for. N trrusf be based on realistic Veld
expectatiotL
14RL�
I I-L'
NOTE: The applicator is cautioned float P and Kura), be over applied while meeting the N
requirements. Beginning in 1996 the Coastal Zone Mamragenrent Act will require farmers in
sonic eastern counties of North Carolina to have a nutrient nranagemenf plan that addresses
all nutrients. This plan an/;, addresses Nitro veto

Table 2: ACRES WITH AGREEMENT 4R LONG TERM LEASE
(AUcawent with adjacent landowner must be attac&dD
(Required only if operator does not own
adequate land [see Required Specification 21)
Traot Field Soil Crop Us. N Acres Us. N Month of
• Sec footnote for Table I.
Totals from above Tables
Acres Us. N
Utilized
Table I /31 , a /$6e�, b
Table 2
Total
Amount of Produced .�
Surplus r eficit e b
NOTE. The Waste Utilization Plan must contain pro visionsfor 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

ATVANOW
mi
r.
See attached map showing the fields to be used for the utilization of waste water.
Application of Waste by Irrigation
r=
. 3
Field Soil Type Crop Application Application
TMS TABLE IS NOT 2EEDFD IF WASTE IS HOT BEING APPLIED BY IRRIGATION, HOWEVER A SUAaAR TABLE WM-T-
BE NM)ED FOR DRY UTTER OR SLURRY.
Your facility is designed forLdays of temporary storage and the temporary storage
must be removed on the average of once every � MONTHS. In no instance should
the volume of waste being stored in your structure exceed Elevation ,� Q� E.
Call the local Natural Resources Conservation Service (formerly Soil Conservation
Service) or Soil and Water Conservation District office after you receive the waste
analysis report for assistance in determining the amount per acre to apply and theproper
application rate prior to- applying the waste.
Narrative of o eration: i Z - bZ 1 y-G Z �
z S ;-
.4 -- 1jnJ y rgl - t`' ARt' s — Ddvla-sfG

Mboa- �P_
WASTE UTILIZAITON PLAN AGREEMENT
Name of Farm:r,RA�^
OwnerlManager Agreement
I (we) understand 'and will follow and implement the specification and the operation and
maintenance procedures established in the approved animal waste utilization plan for the
farm named above. I (we) know that any expansion to the existing design capacity of the
waste treatment and storage system or construction of new facilities will require anew
certification to be submitted to the Division of Environment Management (DEK before
the new animals are stocked. I (we) also understand that there must be no discharge of
animal waste from this system to surface wasters of the state from a storm event less
severe than the 25-ye2r, 24-,hour storm. The approved plan will be filed on -site at the
- farm office and at the office of the local Soil and Water Conservation District and will be
available for review by DEM upon request.
Name of Facility Owner: 91fire ..�
(Please prfnt)
Signature: Date:
Name of Manager(If different from owner):
Signature:
Date:
Name of Technical Specialist: (Please pHnr� 4AA
AffiIiation: 04 5�•.;►� }�-w�.w.s " ' n-
Address (Agency): �. K
Signature:
Datc:

M M M - M-M-
REQUIRED SPECIFICATIONS
1. Animal waste shall not reach surface waters of the state by runoff; drift, maumade
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 the assessment of civil penalties of $10,000 per day by the
Dbdsion ofFnvironmental Management for every day the discharge continues.
2.. The Field Office must have documentation in the design folder that the producer either
owns or has long term access to adequate land on which to properly apply the waste.
If the producer does not own adequate Iand to properly dispose of waste, he shall
provide MRCS with a copy of a written agreement (sample enclosed) with a landowner
who is within a reasonable proximity, allowing him/her the uk 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 update of the Waste Utilization Plan when there
is a change in the operation, increase in the number of animals, method of wilization,
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 (ACSY If an ACS is used the soil Ioss 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.
b. When animal waste iS to be applied on acres subject to flooding, it will be soil
incog)orated 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 Technical Reference - Environment file for guidauce.)

REQUIRED SPECIFICATIONS
(continued)
7. Liquid waste shall be applied at rates not to exceed the soil infiltration rate such that
nmoff does not occur ofEsite 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 provide uniformity of application..
8. AnimaI waste shall not be applied to saturated soils, during rainfall events, or when
the surface is frozen.
9. Animal waste shall be applied on actively growing crops in such a manner that no
more than 20 to 25 percent of the leaf area is covered.
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•miaimum 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
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 I00 feet to wells.
13. Animal waste Shall not be applied closer than 200 feet of dwellings other than those
awned by the landowner.
14. Waste small 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 ovei•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 oa grassed waterways that discharge
directly into water courses, and only then at agronomic rates provided the application
causes no runoff or drifl from the site.

..r.�i:,3':)uts,�i�Ys. �i - ��y ;� � �� 7 � e F � ._ e � , e ;,��i3�•_-e
REQUIIt.ED SPECIFICATIONS:
(continued)
16. Domestic and industrial waste from washdom 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 Ievel to provide adequate storage for a 25-year, 24-hour storm event in
addition to the 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 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
respond 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, Ieaks, and spills. A regular maintenance checklist should
be kept on site.

AN7M_AL WASTE jJrLLZATiiON,AGREEMENT
(Needed only IjaddiUonal land has to be leased, eta)
hereby give permission to
apply animal waste from his Waste Utilization System on acres of my land for
the duration of time shown below
r
r -
I understand that this waste contains nitrogen, phosphorous, potassium, and other trace
elements and when properly applied should not harm my Iand or crops. I also understand
that the use of waste will reduce my need for commercial fertilizer.
Adjacent Landowner. Date:
t Waste Producer: Date:
Technical Representative: Date:
SWCD Representative: Date:
Term of Agreement: 119 to , 20
Vinhnwn of Ten rearr on Cast Shared Items)
(See Required Specification No. 2.)
11

no:
Table 1: ACRES OWNED BY PRODUCER
Tract Meld Soil Crop Lbs.N Acres -Lbs.N Month of,
4

- -jamZ7,.�A.

� ;� �� \
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� \� � � � ���
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rsF_-1_1
,SOI•L CONSERVATION SERVICE + UNITED STATES
3Q3,�T}"'EAST ROWAN STREET DEPARTMENT OF
A. �.ONE-r. 919 592-7963 � - faN AGRICULTURE
NPxor1E. t )-------------------- MW1-g 1Aywy�A-y ----------------
'OPERATOR : P1In_Qpoyftng RECEIVED
Please review the attached plan and specifications carefu 1999
Retain this plan for your use and records. It is stro
recommended that you, your contractor and the Soil Consery !JITEILLE
Service personnel are in agreement as to how the waste 1
is to be constructed. SCS personnel will meet with OFFICE
concerned parties and walk over the site to explain all flags
and markings. It is important that everyone understands what is
expected so that final construction meets plans and
specifications and the job can be certified for payment (if ACP
cost -share is involved).
The pad dimensions and grades are the best estimate. The
builder or contractor is responsible for final layout and
design of the pads. SCS personnel will assist in a limited
capacity, as its major concern is the proper design and
construction of the waste treatment lagoon.
The actual amount of material required for pads and dam may
vary from the estimates. The design will attempt to balance
cuts and fills as close as possible. If additional material is
required after construction is complete on the lagoon, the
contractor and owner will negotiate on the price and location
of the borrow area.
It should be noted that certification of the lagoon will depend
upon all specifications being met. Import s include
length,, width, depth, slopes, topsoil placement, correct
elevations (top, bottom, discharge pipes), and seeding.
ARE CULTURAL RESOURCES EVIDENT? YES
DESIGN REQUIREMENT:
ESTIMATE -OF EXCAVATION:
ESTIMATE OF PAD:
756441 cu.ft
167354 cu.ft
0 cu.ft
NO
28016 cu.yds.
= 6198 cu.yds.
0 cu.yds.
ESTIMATE OF DIKE: 0 cu.ft = 0 cu.yds.
------------------
ESTIMATE OF MATERIAL FOR SANDY -CLAY LINER: =UNKNOWN cu.yds
ESTIMATE OF TOPSOIL REQUIRED: = 300 cu.yds.
Ratio 0.0 : 1
--- Total Excavation = 6498 cu.yds.
Job Class IV
Designed By
. \ !
�s alc�d
�v�Se •'�
-Ilq-If---
Date

r
•��`S STATE OF NORTH CA
Asbn( DEPARTMENT OF NATURAL F
�ERIOR L�{ � � ��}- AND COMMUNITY DEVEL{
RALEIGH. N. C.
Y 53G ry SEE
GOLDSBORO sr ML 20' 743 7Q4 (NEWTON GROVE NDRTNI
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WOODLAND — ACRES TOTAL ACRES,• •
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.�CAPAC � 1�; dF PROP05CD LAOGIJ
Irator:Gerald Warren County: Sampson
Distance to nearest residence (other than owner):
1. AVERAGE LIVE WEIGHT (ALW)
0 sows (farrow to finish)
0 sows (farrow to feeder)
0 head (finishing only)
350 sows (farrow to wean)
0 head.(wean to feeder)
Describe other :
0 L- FLP=- t4 i L N c. u
x 1417 lbs.
Date:
x 522
lbs. _
X. 135
lbs. _
x 433
lbs. _
x 30
lbs. _
5/19/94
1200 feet
0 lbs
0 lbs
0 lbs
151550 lbs
0 lbs
0 lbs
Total Average Live Weight = 151550 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 151550 lbs. ALW x Treatment Volume(CF)/lb. ALW
Treatment Volume(CF)/lb. ALW = 1 CF/lb. ALW
Volume = 151550 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0 cubic feet
4. TOTAL DESIGNED VOLUME
Inside top length (feet)---------------------- 245.0
Inside top width (feet)---------------------- 140.0
Top of dike elevation (feet)----------------- 50.0
Bottom of lagoon elevation (feet)------------ 38.0
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 3.0 239.0 134.0 11.0
AREA OF TOP
LENGTH * WIDTH =
239.0 134.0 32026 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
173.0 68.0
AREA OF MIDSECTION
LENGTH * WIDTH * 4
206.0 101.0.
11764 (AREA OF BOTTOM)
83224 (AREA OF MIDSECTION * 4)
CU. FT. = [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
32026.0 . 83224.0 11764.0 1.8
Total Designed Volume Available = 232859 CU. FT
11

TEMPORARY STORAGE REQUIRED
DRAINAGE AREA.
Lagoon (top of dike)
Length * Width =
245.0 140.0
34300.0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA ' 34300.0 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 = 151550 lbs. ALW/135 lbs ALW * 1.37 gal/day 180 days
Volume=-276831.33 gals. or 37009.5 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 or excess water. Flush systems
that recirculate the lagoon water are accounted for in 5A.
Volume = 0.0 gallons/day * 180 days storage/7.48 gallon
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 inches * DA / 12 inches per foot
Volume = 20008.3 cubic feet
5D. Volume of 25 year - 24 hour storm
Volume = 7.0 inches / 12 inches per foot * DA
Volume = 20008.3 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A.
37010
cubic
feet
5B.
0
cubic
feet
5C.
2GO08
cubic
feet
�n
'?!lnoR
rriihi,r.
fppt

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===========================> 245.0 feet
Inside top width============================> 140.0 feet
Top,of dike elevation=======================> 50.0 feet
Bottom of lagoon elevation==================> 38.0 feet
Total required volume=======================> 228576 cu. ft.
Actual design volume==========_=============> 232859 cu. ft.
Seasonal high watertable elevation (SHWT)===> 45.4 feet
Stop pumping elev.====______________________> 46.2 feet
Must be > or = to the SHWT elev.==========> 45.4 feet
Must be > or = to min. req. treatment el.=> 44.0 feet
Required minimum treatment volume===========> 151550 cu. ft.
Volume at stop pumping elevation============> 151696 cu. ft.
Start pumping elev._________________________> 48.3 feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr - 24 hr rainfall===> 212851 cu. ft.
Volume at start pumping elevation===========> 210985 cu. ft.
Required volume to be pumped================> 57018 cu. ft.
Actual volume to be pumped==================> 59289 cu. ft.
Min. thickness of soil liner when required==> 1.8 feet
7. DESIGNED BY:, aoO 506-%. APPROVED BY:
s
DATE: 141T `�f DATE: S�Z ro/i
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS : -4/".5 or wt a•. C l - ems!
C�+• t t- �e A6 d r T/ o% .

pVACIIN r E'i IS -F IWI LIx f_1ef-1It-IL-J, .
AXIS-T NWk L0aC,r3r-3 1 4nPAC I -Ty �C]
operator:Gerald Warren County: SAMPSON Date: 05/11/94
Distance to nearest residence (other than owner): 1200 feet
1. STEADY STATE LIVE WEIGHT
0 Sows (farrow to finish) X 1417 lbs. - 0
0 Sows (farrow to feeder) X 522 lbs. = 0
0 Head (finishing only) X 135 lbs. - 0
850 Sows (farrow to wean) X 433 lbs. = 368050
0 Head (wean to feeder) X 30 lbs. - 0
TOTAL STEADY STATE LIVE WEIGHT (SSLW) = 368050
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 368050 lbs. SSLW X Treatment Volume CF/lb. SSLW
Treatment Volume CF/lb. SSLW= 1.0 CF/lb. SSLW
Volume = 368050 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION OWNER REQUESTS NO SLUDGE
STORAGE. SLUDGE WILL BE
Volume = 0 cubic feet REMOVED AS NEEDED.
4. TOTAL DESIGN VOLUME
Inside top: length 426 feet width 148 feet
Top of dike at elevation 50.00 feet
Freeboard 1.0 feet Side slopes 2.5:1(inside)
Total design lagoon liquid level at elevation 49.00 feet
Bottom of lagoon at elevation 37.00 feet
Seasonal high water table elevation -3 0=-feet
1454.
Total design volume using prismoidal formula:
SS/END1 SS/END2 SS/SIDEI SS/END2 LENGTH WIDTH DEPTH
2.5 2.5 ' 2.5 2.5 421.0 143.0 12.00
AREA OF TOP
LENGTH X WIDTH
421 143
AREA OF BOTTOM
LENGTH X WIDTH
361 83
AREA OF MIDSECTION
LENGTH X WIDTH X 4
60203 (Area of Top)
29963 (Area of Bottom)
391 113 176732 (Area of Midsection X 4)
CU. FT. = [Area tap+(4XArea Midsection)+Area Bottom] X Depth/6
60203 176732 29963 2
VOL. OF LAGOON AT TOTAL DESIGN LIQUID LEVEL = 533796 CU. FT.

EMPORARY STORAGE REQUIRED
Drainage Area:
Lagoon (top of dike)
Length X Width =
426 148 63048 Square Feet
Buildings (roof and lot water)
Length X Width =
0 0 0 Square Feet
TOTAL DA 63048 Square Feet
Design temporary storage to be 180 days.
A. Volume of waste produced
Approximate daily production of manure in CF/LB SSLW 0.00136
Volume = 368050 Lbs. SSLW X CF of waste/lb/day X 180
Volume = 90099 Cubic feet
B. 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 Gallons/day X- 180 days storage/7.48
gallons per CF
Volume = 0 Cubic feet
C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by
largest amount.
180 days excess rainfall = 7.0 inches
Volume = 7.0 Inches X DA / 12 inches per foot
Volume = 36778 Cubic feet
D. Volume of 25 year -.24 hour storm
Volume = 7.0 inches / 12 inches per foot X DA
Volume = 36778 Cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 90099 Cubic feet
5B. 0 Cubic feet
5C. 36778 Cubic feet
5D. 36778 Cubic feet
TOTAL 163655 Cubic feet

6. SUMMARY
Total required volume = 53I705 Cubic feet
Total design volume avail.= 533796 Cubic feet
Min. regrd. trtmnt. vol. plus sludge accum.= 368050 Cu. Ft.
At elev. 46.00 Ft; Vol= 365652 Cubic feet (end pumping)
Total design volume less 25yr-24hr storm = 497018 Cu. Ft.
At elev. 48.30 Ft; Vol= 492342 Cubic feet (start pumping)
Seasonal high water table elevation is 35.00 Feet, which must
be lower than the elevation of top of treatment volume 46.00
DESIGNED BY: APPROVED BY:
DATE:
DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
ADDITIONAL NOTES:

PLAN OF EXCAVATED WASTE STORAGE PIT
NAM EA KR EN Date: 4 ► 9
county: �ANiPs oiv _ _
Address: iVEwIToN C,RDY£
r �
si a[ u.ori pro 1 ,�
1 /
a
I 1 - ♦/ 1
iy an. WIN nttr
(Sw bat for nature aladatieu)
Use of facility: W-4S7E TRFATME/V_ T
Capacity: _ 4 LJ1785 c4alons Z 71 a
soil Typo: hjl 4-
Bench hark -Dew iption - wi n.l
Zo .S74. 4tr a O _ L Iil1E_ H L. SO oQ
Bottom
Normal Liquid Laval
Storage for normal Precip.
locus Liquid novel
25 yr. Store Storms
Clot Mw
tax. Floor Depth
Top Of Dam
Zlev. 3a.6
alev. -
(+) Pt.
Elev. L9.3
Ft.
slow.
(+} Ft.
T

. Q�s
V O ftowww" eq 0:8 $pea*) adfd
lipAOn
LMNLWU
j
n•OS rofa+rrl3 �i pat��sx

TYPICAL CROSS'--SBCTION OF
LADOON OONSTRUCTION WIT11
PARTIAL- CLAY LINER
WAa9-wA -FbazMS
r~1n0PA Cc. ti- J 19y
1 !�.=S F T THICK CLAY LINER
PILL (MINA! I) ! r
r FILL
04W& GROUND 1 ._-�" ---- --` - AVERAGE MOUND i
VARIABLE: EXCAVATE THIS AREA AND {
5AMP-i'Iki®RIAL BACKf+ILL WITH CLAY - VARIABLE SM�F1)y-- rAL
1.8 FEET THIC
CLAY LINEM 1 11.8 FEET THICK
I CLAY LINER
Qe Qu I QE3 EXCAVATE:
U,ARI R ijL E
Y
AWITIONAL- EXCAVATION DUE TO LINER:
ARMCE DEPTH TO CLAY X 1.8 FEET THICK X DISTANCE R CUSIC FELT =
C t!B i C YAi[M
27 CUBIC
/CUBIC YARDS
■DIE: WHEN AREAS OF UNSUITABLE MATERIAL ARE E TERED, THEY WILL NEED TO BE EXCAVATED A MINI" OF 1.5
FEET BELOW GRADE, BACKFILLED AND COMPACTED WITH A SCS APPROVED MATERIAL (SC, CL. CH).

jo
i'::C_: _ r.: r - : o t b- • r5 c� T5
S-f
ar;B
-17
r
f. Asa z
:. , _ _: -1.:.. :. • ._ .. t - . `"'°Pam-�- -Y„'d� �.� r•'vs �'j� � - ' � � '' �,�"� � i

WAS1E MANAVEMENI SYSTEM 4AI
FOR APR 16 �99�
WARREN FARMS
TABLE OF CONTENTS
RECEIVED
MAR 2 5 1999
1. Cover Letter
FAYETTEVILLE
`L. Sa i I s Mai,
AEG. OFFICE
3. SCS--ENG-536 (Soil 1 n v e s t i g a t i o n)
4. Lagoon Design -Data
S. Nitrogen Content & Acres Needed For Effluent Disposal
6. Seeding Specifications
7. Lagoon Size Computations
8. NC--ENG-12 (Excavation)
9. NC--ENG--12 (Embankment)
10..NC-ENG-12 (Pad)
11. NC-ENG-40 (Plan of Excavation Waste Storage Lagoon
12. Typical View of -A One -Stage Lagoon
13. Operation and Maintenance Plan
14. Topographical Map W/Lagoon & Houses
15. Cross -Sections of Lagoon & Pad

303-0
EA:o'f
ROWAN 5j YRLE T
UEPAi< I MLN I Ur
PHONE
---------------------------------------------------------------------
(919)
592-7963
AGRICULTURE
OPEfzATOR:
Please review the attached' plan and specifications carefully.
Retain this plan for your use and records. It is strongly
recommended that you, your contractor and the Soil Conservation
Service personnel are in agreement as to how the waste lagoon
is to be constructed. SCS personnel will meet with all
concerned parties and walk over the site to explain all flags
and markings. it is important that everyone understands what is
expected so that final construction meets plans and
specifications and the job can be certified for payment ( i f ACP
cost -share is involved).
The pad dimensions and grades are the best estimate. The
builder or contractor is responsible for final layout and
design of the pads. SCS personnel will assist in a limited
capacity, as its major concern is the proper design and
construction of the waste treatment lagoon.
The actual amount of material required for pads and dam may
vary from the estimates. The design will attempt to balance
cuts and fills as close as possible. If additional material is
required after construction is complete on the lagoon, the
contractor and owner will negotiate on the price and location
of the borrow area.
It should be noted that certification of the lagoon will depend
upon all specifications being met. Important items include
length, width, depth, slopes, topsoil placement, correct
elevations (top, bottom, discharge pipes), and seeding.
NOTE:
Design Requirement:
Estimate of Excavation:
Estimate of Pad:
Estimate of Dike:
Estimate of ,Tops;o'i-l'-.'Re.qu'ir'ea:
Patio
Jots C I ass 1 1 1
Designed By
439694 c u . f t =
501498 c u . f t =
113056 c u. f t -
45712 cu.ft =
Howard Hobson
-------------------
16285 cu.yds.
�•1.85,74:�kc u:,y.d �.
4188 cu.yds.
1862 cu.yds.
r377 "c u "T-1
11/20/89
Date
Design Approval Howard Hobson 11/4-0/89

I'MA -
...........
61
. 12
... 4t
21
31�

■
■■■■■■■■■■■■■■■■■■■■■■■■
■■■■■■■■■■■■■■■■■■■■■■■■
elm ■/`�■ �;�'�I�
■■■
■I■
■'W

TYPES OF MATERIAL F,NCOUNTERED IN BORINGS
(use nne of system� below)
UNIFIED CLASSIFICATION
USDA CLASSIFICATION
GW-Well graded gravels; gravel, sand Brix
g- itravel
GP - Poorly graded gravels
s - sand
GM -Silty gravels; gravel -sand -silt mix
j vf:: - very fine sand
GC —Clayey gravels; gravel -sand -clay mix
f sl - sandy loam
SW. Well graded Sands: sand -gravel mix
fsI - fine sandy loam
SP -Poorly graded sands
I- loam
SM -Silty sand
gl -gravelly loam
SC -Clayey sands; sand -clay mixtures
si - silt
ML-Silts; silty, V. fine sands; sandy orclavey silt
sil - silt loath
CL-Clays of low to medium plasticity
cl-clay loam
CH -Inorganic clays of high plasticity
sici -silty clay loam
MH-Elastic slits
scl -sandy clay loam
OL-Organic silts and silty clays, low plasticity
sic -silty clay
OH -Organic clays. medium to high plasticity
c-clay
1. Suitable material for etnbaakrnent in availxl'la Nn rladjeen wh&,- rec.etre rA. J&@FCA 0*
m.aw .1d�1
REMARKS: . 4Ps�:
O -� r-
�L
Z. Esplaiu hazards requiring special attm.ntian in dvxiKrL ls.•aaar. aortn#..,mk rnru
hp-d -A &_,wcAL& to -
GENERAL REMARKS:
,jvnj,T evdi

AME: - Warren F4irm-S • •
DDRESS: Newton Grove, N.C.
NTRODUCTION:
------------
Plans are to construct 2 ea. 1200 topping houses.
1TE CONDITIONS:
The site is located on the family farm. It is greater
than 1000 feet away from dwellings other than owned by
the farming company. Topography is gently sloping and
soils are sandy clay loam.
,'PE AND SIZE 2400~ F i'n is h i n �
OPERATION
L-ASS 11I
SIGNED BY Howard Hobson
ATE - 1 1 / 17/89
PPROVED
BY
ATE
E-RMANENT
STORAGE
2400
Hogs x 135 Ibs per
hog 1 Cu Ft per lb.
324000
Cu
Ft
MPORARY
STORAGE
324000
ibs of animal x 1.35 cu.
ft. of waste per day
78732
Cu
Ft
per 1000 Ibs of animal wt.
x 180 days
aINFALL
LESS EVAPORATION
" X
63364 sq. ft. surf ace
area per 12"per ft
36962
Cu
Ft
AINFALL
— 25 YR. 1 DAY STORM
" X
6:;364 sq. ft. of surface
area per 12" per ft.
36962
Cu
Ft
TOTAL STORAGE NEEDED
439694
Cu
Ft
16285
Cu
Yds
TOTAL STORAGE AVAILABLE 440500 Cu Ft
1:315 Cu Yds
:ANURE AND URINE PRODUCTION
2400 hogs x 2.1 tons per year 5040 T./yr.

:AME: Warren F firms .
DEPTH CAREA OF TOP + AREA OF BOTTTOM + 4 X AREA OF MIME:CTIONJ
'OLUME _---------------------------•-- ------- =--- ---- ---- -- ---_
6.0 27
DEPTH E L X W + L X W+ 4 X L X W
OLUME= ------ —,---------------------------- -----------------------
6 27
-10.0 C 280 X 205 X 220 X 145 + 4 X 250 X 1751
'OLUME _ ---------------------
6 27
10.0 C 2643001
OLUME =-------------------
6 27
440500 CU. FT.
OLUME =------- —7
2 7
e
OLUME = 16315 CU.YDS.
63364 sq.ft.
439694 cu. ft. needed
NSIDE TOP MEASUREMENTS
IDE SLOPES 3:1 ,
,298 yFT..1 X 7223 FT 14

,JAME: Warren Farms
4INIMUN LAND AREA NEEDED FOR LIOUlD APPLICATION
SMALL GRAIN 70 ACRES
:ORN
46
ACRES
;RAZED FESCUE
34
ACRES
;RAZED TIFTON44
24
ACRES
CONTROLLED GRAZING
"OASTAL BERMUDAGRASS
21
ACRES
HAYLAND
17
ACRES
"EFORE ANY EFFLUENT IS APPLIED TO -THE LAND IT SHOULD BE ANALYZED
TO DETERMINE THE EXACT NUTRIENT CONTENT. THE NCDA LABORATORY
IN RALEIGH IS MAKING SOME TEST ON A LIMITED BASIS. YOU SHOULD
CONTACT
AGRONOMIC SERVICES DIVISION
NCDA, BLUE RIDGE ROAD CENTER.
RALEIGH N.C. 27611
PHONE: [phone]
WHEN APPLYING THE EFFLUENT TO CROPLAND IT SHOULD BE DISK AND A
COVER CROP SEEDED OR A ROW CROP PLANTED TO PREVENT EROSION
SOME OF THE EFFLUENT COULD BE USED FOR IRRIGATION PURPOSES
DURING THE GROWING SEASON.
BEGIN PUMPING THE EFFLUENT WHEN INVERT OF OUTLET PIPES Elev. 44
THE FLUID LEVEL REACHES
------------------------------
DO NOT LOWER THE FLUID ANY 4 feet below outlet pipe
LOWER THAN

r+iF,ME: -Warren Farms .
.0 F D I NG SPECIFICATIONS
:%F:EA TO BE SEEDED 2 AC.
APPLY THE FOLLOWING
USE THE SEED MIXTURE
f ND I CAI ED
C )
2000 LESS. 8-8-8 FERTILIZER
4 TONS DOLOMITIC LIMESTONE
0 BALES SMALL GRAIN STRAW
0 LBS. FESCUE GRASS
0 LBS. FATS
0 LBS. BAHIA GRASS
-0 LBS. WEEPING LOVE GRASS
25 LBS. HULLED BERMUDA GRASS
0 LBS. UNHULLED BERMUDA GRASS
50 LBS. RYE (GRAIN)
, DIVERT ALL WATER l_O A STABLE= OUTLET
THE NEAREST RESIDENCE IS 2000 FT.
I-.B.M. ELEVATION 50.0
DESCRIPTION
Top of 4" well pipe located next to
pump house.

+�. i)Lf'l OF AGRICULTURE
SOIL CONSERVATION SERVICE
Ni--•cwl7- 1'_:
EARTHWORK COMPUTATION SHEET
E;iCAVATION
44AME. Warren
Farms
ADDRESS: PO 223
Newton
Grove, NC 23366.
--------------------------------------
;STA.; END !SUM OF DIS.; DOUBLE
; AREA ; E . AREA VOLUMN
--------------------------------------
1'i ' a0------- ' ----'--------- 1
1 iF - 1 �' {
---- f------1 15891 37, ff', 2.79:J 1
2 1 07 F 15811 ------- ---------- 1
1 ! 1 6 55 1 38 1 + : ,8 f 1
31 751 Z0661------- k ------ 1----------- 1
f---- ;------; 4172; loaf 417 00;
4; 17J; 211,1� ; — ; ; --;
- ------ ---------------
'
. : ----;------; 4067; 80: 325360 i
5, Z55; 19611------- '------'--------- '
1 1- l f 1 t ram, ice. ,
1----- 1 ----- 1 1+�C+1 1 �+i 1 627 kL 1
1 f : + 1 1 - - - - - - - 1 - - - - - 1 1
1 rI 1 k 1 1 - - - - - - - - - - 1
! 1 1 F r•f+ 1 1
7f 0; 0;-------;-----;----------;
----- ; ------ ; 0; a; 0.
1 1 k 1 k 1
i 01, 01 u ,
may0
7 k 1 V l — — — — — — — 1 — — — — — { — — — — — — — — — — i
; ------; ------ f O; a; a;
101. O; 0:------- ;-----f---------- ;
---- ;------; a; O; O;
11' 1 a' O'------- '---- '---------- 1 ' 1 1 1 - 1
----- ;-------; O; O; 0;
1 1 {- 1- 1 1
-----;------; a; a; a;
131, 0: O i-------; ------ :---------- ;
;---- ;------ ; a; a; 0.1
14: 0: 0: -------; - ---- ;----------;
----;------; a; a; O;
151. 0; a; ------- f----- f----------;
; ---- f-------; a; a; O? l
- - --------------
;---- ;------ ; O; a; 0:
17'1 O'1 . - - O' ----- i-..-_ '----' 11 - 1 ------1
i _1 0; O;, O;
a; a:-------;-----;-----------;
----;-------; . a; O; U;
a' 19'1 ' --- -------------- , 1 - -- C — 1 - -" , - - ' 1
; -----;------; O; a; 0,
1 , 1
1 1 1 1 k 1
; TOTAL ; 1002995 ;
4
DOUL-:LE VOL /Z _ 501498 CU . FT.
VOLUME OF EXCAVATION = 18574.0 CH. YDS.
COMPUTED BY Howard Hobson DATE 11/17/89

NAME: Warren Farms
Excavation
1 LINE: A
I 2 3
4 5 6 7
3 9
'--------'--------'--- -- --- '-------'
! 1 1 1
-------'--------'--------'--------1--------'
1 1 { ,
-------'
, 1 1
I
1 --
------'
1
1
1
I
----- 1
43.0: 43.0: 46.0,
At3.0: 34.0: 34.0: 43.0:
0.01, 0.0., 0.01,
1:
8600:
1:
15480:
'-------- `-------- 1-------- 1--------
'-------- '-------- '------'
--- : :
2:
16560:
2:
161Z5;
200: .360: 375:
396: 370: 225: 200:
0: 01. 0:
3;
16125;
3:
18216:
-------- :-------- :-------- :--------
i-------- I --------i
I I k
4:
134641
41
15910:
5:
12580:
5:
7650:
6:
9675:
6:
6800:
7:
0:
7:
0:
8:
0:
8:
0:
9:
0:
9:
0:
fl
:
77004:
80181:
2 LINE: S
1 2 3 4 5 6 7 8 '9
: 45.51 45.31 46.01 34.0: 34.0: 45.51 0.01 0.0, 0.0: 0.01,
----------------------------
1 1
: 1904, 300: 405; 370: 225; 190: 0: 0: 0: 0:
3 LINE: C
1 2 3 4 5 6 7 8 9
`------`-------- '-------- `-------'-------'-------- i-------- '-------- ' ---1- '
: 45.0; 46.4: 45.0: 34.0: 34.01 45.0: '0.0: 0.01. 0.0: 0.01,
1 _1 1
I /f l 1 I 1 / Jljl, 4, 370i 1JLY ili 0, V
1 iJI VI La!JI
1 1 1 i i 1 1 1 ! 1 1
: 1589:
1 1
1
1 ----- 1
1
1
1
-------1
1
1: 8607.
1:
13650:
2: I=
2:
18347.1
3: 13TT0:
3:
17020:
4: 125801
4:.
7650:
5: 1OZ38:
5:
6460.'
61 OF
61
01
7: 0:
7:
[
8: Oi
dF
r0.1
V F
9: 0:
9:
0:-
1
i CIS:
:
6a1c7{
1 1
1 1
1 !
1 20661
_1
1 -I
1: 8909:
1:
135001
2; 1350}0:
2:
186L99:
a. 1a�0L1
JI
166.,Oi
4: 12530:
4:
TOO!
5: 10125:
5:
6SM
6: 0:
6:
0:
7: 0:
7:
0:
8; 0:
8:
0:
9: 0:
9:
0:
63027:
1 1
1 1
2106:

HAKE: Warren Farms
4 LINE: D
1
2
3 4 5
6'
7 8
9
'"-------'--------'--------1--------'--------1--------'--------'--------'--------'--------I
1 1 1
1
1 i 1 I
1
1--------,
1
I
1--------1
I
44.6:
45.4:
44.8: 34.0: 34.0:
44.6:
0.01, 0.0:
0.0: 0.0:
1:
876Z:
1:
133W:
--------�
1 I..----
---1--------� -a 1 1 1
l 1------1-'------1-'-'-..--1-----
_ 1---- 1_
--I ----1-------I
r- 1
-------1
1
ZI
9 1
1„4401
I
L1
a•SAFI
18L J1
1-
' 19s:
300:
01: 370: 225:
193:
0: 0:
0: 0:
3:
13634:
31
16576:
1 i
1-'------1-------',------'-1
1
1--------'--------'--------'--------'--------'--------'---------,
1 1 1
1 1
1
1
4�
I"O 1i
1
41
F I
76J01
5:
10035;
5
6562:
6:
0:
6:
0:
7:
0:
7;
0:
all
I
41
91
GI
1
01
9:
0;
9:
0:
:
55451:
:
62373:
1 1
1 I
: 1961:
5 LINE: :--------;

Lj . S . DLl'-f U- AbR I CUL`1-Ui' E
SOIL CONSERVATION SERVICE
NC-ENG-1'2
EARTHWORK COMPUTATION SHEET
EMBANKMENT
NAME: Warren Farms
ADDRESS: PO Box 223
Newton Grove, NC 28366
--------------------------------------
;STA.; END ;SUM OF ; DIS.; DOUBLE ;
; AREA ;E.AREA ; ; VOLUMN ;
1 ; C►; 25;-------; ...____ ; ----------
- - - - - - 1 6 1 , Z a a 1 1 -22Uu 1
Z 1 ZOO: �J '��6 1 `"------ ...--------------
1 i f
; ----;------; 85; 100; S=-;50 ►;
3; .300; 49,r------- ;----- ;_-_-----_--;
;----;------; 98; ZZO: 2156-01
4 ; 52G; 49;------- ; ------ ;----------- ;
-_-- ;------- ; 14511 3-00 ; 43500 ;
5; 820; 96:------- ------------;
------- ; 1921, 29; 5568,
6: 849: 961------- ;----- ;---------- ;
----1------; 96;" 1; 96;
7; 850; 4;.-------;-----------;
; --"_` ; `----- 1 a; --850; 0.,
s: 0; a; ------- ;__---;---------- ;
1 1 ------ , � 0i1 011 011
-
9; a; a ;-------- ; -__ -_ ;---------- ;
----;------; G; 01 a;
10'1 01' 1 ' O------- 1 1i -----'- -� ------- 1
- 1
---- ;-------- ; . G ; G 0 ;
1 1 ; a F - - - - _ _ - - - - ;
;_-__;------ ; G; G; O;
12' G' a' ------ -----------
-=--;------; 01 G; a;
1 i i_
----- ; ------ ; a ; 0 ; 0 ;
14' 0'----- '---------' . 1 ' 1 G1 -- 1 -----1 --- ,
;---- 1------ ; a; a; G;
i 1 1------' --____ 1 1
0; G; 01.
------- ----- -----
ira; a; a; ; - � ----- ;
1`-`- 1--�'-`- 1 a 1 G i G I
17 0' ' ----- ' ---------' , 1 a l- - i ----- f- ,
;----;------; 01 a;' G;
is:, a; 0;------- ;----- ;----------
------ ; a; 0; a;
a' 19'1 0' ----- -------------' 1 1 1- -1- -,-
1 1 : U; G; G;
201 1 ; ; ;-- ;
_
i , ------ i---------- , 1
;TOTAL 91424:
---------------... ----------------------
DOUBLE VOL /2 - 45712 CU.
FT.
VOLUME OF EMBANKMENT - 1693.0 CU.
YDS.
PLUS 10% SETTLEMENT - 169.3
TOTAL - 1862' . 3 CU.
YDS .
COMPUTED BY Howard Hobson DATE 11/
'V/'89

SOIL CONSERVATION SERVICE
EARTHWORK COMPUTATION SHEET
PAD
NAME: Warred
Farms
ADDRESS: PO Box
22-3
Newton
Grove,
NC 28366
--------------------------------------
;STA.1
END 1SUM OF ; DIS.:
DOUBLE ;
AREA 1E.AREA
VOLUMN
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--------------------
DATE 11/17/89

NAME: Warren Farms
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U. S. DEPARTMENT OF AGRICULTURE
Soil Conservation!IService
LOCATION CODE 207o
NAME
Ms
PLAN OF EXCAVATED WASTE STORAGE POND
NC-ENC- 40
5/83
ACP # DATE eI7/B.9 DISTRICT 5WA.rcN
LENGTH Z98 (-rJV5A0-- -rno
BIDE SL IVE _j_TO 1
k P �-7 b AVE, TOP ELM
ti
t
ot
......___MID SECTION_�.�...�
I ; 0 13. a - ♦� 1
♦ 1
AVE. BOTT010 ELEV.
` I �
I LENGTH
Volume depth
area of
top) + (area of -bottom) + (4 x area midsection] -
& Cu. Ft.
Use of facility _Yl�e4r-A ( awV
Capacity , �T, :,44, z?#0 Gallons
Volume Cost -sharing Cu. Ft. -
Soil type WA68fl!a
B. M. description 7&e dF '1
117--_7_ PmMvb4pvs,�- -
A wofE-- Elev. So• oo
SUMMARY
-Bottom
Elev.
_moo
Normal liquid level
Elev.
44.0
Storage for normal precip.(Ft)
+
Maximum liquid level
Elev.
Storage for:.
25 yr. freq. precip.
(Ft.)
+ 4-0
Crest ESW
Elev.
Stage (Ft.)
+
Freeboard (Ft.)
+ Z a
'Top of Dam
Elev.
o

TYPICAL VIEW OF A ONE -STAGE LAGOON SYSTEM
Confinement Building I Top Width 17-
Fluid Elevation
Pit
�i SS 3 1 SS
/TREATMENT
i t IAGOON
6M19. Pipe (Needs to be adequately
supported) Depth ?b -�
Bottom Elevation a.
Settled Top Elevation +7.a
SS 3 1

OPERATION AND MAINTENANCE
This lagoon is designed for waste treatment with minimum odor
control. The time required for the planned fluid level to be
reached may vary due to the soil conditions and flushing oper-
ation.
Land -application of waste water is recognized as an acceptable
method of disposal. Irrigation uy.using solid set, center
pivot, gun, or traveler is the preferred and most efficient
method - to dispose of the effluent from the lagoon. Care
should be taken when applying waste to prevent damage to the
crops and to prevent runoff from the fields.
The following items are to be carried out:
1. Begin pump -out of the lagoon when fluid level reaches
invert,of the outlet pipes or at a pre -determined
elevation.
2. Stop pump -out before the lagoon depth is less than S feet
deep or at a pre -determined depth. (This prevents the
loss of favorable bacteria.)
3. The recommended amount to apply per irrigation is one
inch, and maximum recommended application rate is 0.5
inch per hour.
4. It is,recommended that the treatment lagoon be precharged
to 1/2 of it's capacity to prevent excessive odors during
beginning stages of the operation. Precharging reduces
the concentration of the initial waste entering the lagoon
thereby reducing odors. Solids should be covered with
water at all times.
5. Keep vegetation on the embankment and areas around the
lagoon and building mowed.
6. Repair any eroded areas and establish in vegetation.
7. The Clean Water Act of 1977 prohibits the discharge of
pollutants into waters of the United States. The s
Department of Natural Resources and Community Development
(DNRCD), Wastewater Management Section, has the respon-
sibility for enforcing this law.
B. All surface water is -to be diverted from the lagoon to an
adequate and stable outlet.
NOTE: An analysis of the waste water can be obtained at
commercial laboratories or at a fee of $3 per sample at:
NC Department of Agriculture Plant Analysis Lab
Agronomic Division
Blue Ridge Road Center
Raleigh, NC 27611
Phone [phone]'655

■arum■
MONSOON

.S C_ }
EMERGENCY ACTION PLAN
PHONE NUMBERS
DIVISION OF WATER QUALITY (DWQ)
EMERGENCY MANAGEMNET SERVICES (EMS)
SOIL AND WATER CONSERVATION DISTRICT (SWCD)
NATURAL RESOURCES CONSERVATION SERVICE (NRCS)
COOPERATIVE EXTERSION SERVICE (CES)
APR 1
4_0�
Ito - LI-94 PSG �
91I
9r0
7 /0 — Sl� -I 2(2
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: RECEIVED
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:
MAR 2 5 1999
FAYETTEVILL.E
AEG. OFFICE
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 bwmwAng 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.
t
5. Contact the contractor of your choice to begin repair or problem to minimize off -
site damage.
a. Contractors Name: 17AtlS
b. Contractors Address: �_�, �o,r / c., zQ3�
c. Contractors Phone: Sq-z _ /I L.1
6. Contact the technical specialist who certified the lagoon (NRCS, Consulting
Engineer, etc.)
a. Name:
b. Phone:�-
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

INSECT CONTROL CHECKLIST FOR ANIMAL OPERATIONS
Source Cause BMP's to Minimize Odor Site Specific Practices
(Liquid Systems)
Rush Gutters Accumulation of solids ( I Rush system is designed and operated
sufficiently to remove accumulated
solids from gutters as designed.
l 1 Remove bridging of accumulated solids at
discharge
Lagoons and fits Crusted Solids 1.ahntain lagoons, settling basins and
pits where pest breeding is apparent to
rninirnize the crusting of solids to a depth
of no more than 6-8 inches over more than
of surface.
Excessive Vegetative Decaying vegetation 4orMaintaln 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.
fDry Systems)
Feeders Feed Spillage "esign, operate and maintain feed systems (e.g.,
bunkers and troughs) to minimize the accumulation
aying 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 erReduce 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
pro ucts).
nspect for and remove or break up accumulated
solids in filter strips around feed storage as needed.
Animal Bolding Areas Accumulations of animal wastes . iminate low area that trap moisture along fences
and feed wastage and other locations where waste accumulates and
and disturbance by animals is minimal.
aintain fence rows and filter strips around animal
holding areas to minimize accumulations of wastes
(i.e. inspect for and remove or break up accumulated
solids as needed).
AMIC--November 11, 1996

Dry Manure Handling Accumulations of animal wastes [ I 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.
) 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 landownerfintegrator 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.
�J�
(Landowner Signature)
For more information contact the Cooperative Extension Service, Department of Entomology. Box 7613. North Carolina state University, Raleigh. NC
27695-7613.
AMIC--Novombor 11. 1996

source
SWINE FARM WASTE MANAGEMENT ODOR CONTROL CHECKLIST
Cause
to Minimize Odor
Farmstead Swine production V etative or wooded buffers;
Recommended best management
Gil coo;
} Good judgment and common sense
Animal body surfaces
manure -covered animals
floors
Floor surfaces Wet manure -covered floors _44-1atfod floors;
Waterers located over slotted floors;
(} Feeders at high end of solid floors;
l } S e manure buildup from floors;
Underfloor ventilation for drying
Manure collection pits brine 4fFrequent manure removal by flush,pit
4go'Of
scrape
Paritel micorbiel decomposition for ventilation
Ventilation exhaust fans Volatile gases;
Dust JPnfficient air movement
Indoor surfaces Dust ashdown between groups of animals
( ) Feed additives;
Ier covers;
AK Feed delivery downspout extenders to
feeder covers
•sh tanks Agitation of recycled lagoon , Flush tank covers
��- liquid whiles tanks are filling ( } Extend fill lines to near bottom of
tanks with anti -siphon vents
Flush alleys Agitation during wastewater ( ) Underfloor flush with underfloor
conveyanance ventilation
Pit recharge points Agitation of recycled lagoon Extend rechard lines to near bottom of
liquid while pits are filling pits with anti -siphon vents
Lift stations Agitation during sump tank filling I ) Sump tank covers
and drawdown
Outside drain collection Agitation during wastewater /t } Sox covers
or junction boxes conveyance
End of drainpipes at lagoon Agitation during wastewater (end discharge point of pipes
underneath lagoon liquid level
Lagoon surfaces Volatile gas emissions " +1'15r-oper lagoon liquid capacity
Biological mixing t+rt;o ct lagoon startup procedures
Agitation Mini surface area -to -volume ratio
inimum agitation when pumping
1 } Mechanical aeration
I } Proven biological additives
Irrigation sprinkler nozzles High pressure agitation (-}'irrigate on dry days with little or no wind
Wind draft mum recommended operation pressure
�mp intake near lagoon liquid surface
{` { I Pump from second -stage lagoon
AMOC--November 11, 1996
Site Specific Practices

orage tank or basin
Partial microbial decomposition
( I Bottom or midlevel loading
surface
Mixing while filling
{ I Tank covers
Agitation when emptying
(} Basin surface mats of solids
( I Proven biological additives or oxidants
Settling basin surfaci
Partial "cobial decomposition
( 1 Extend drainpipe outlets underneath liquid
while filling
level
AMixing/
vG
Agitation when emptying
I I Remove settled solids regularly
Manure, slurry or sludge
Agitation when spreading
( I Soil injection of slurrylsludges
spreader outlets
e gas emons
Volatile
( I Wash residual manure from spreader after use
A
I I Proven biological additives or oxidants
Uncovered manure, slurry
Volatile gas emissions while drying
I I Soil infection of slurry/sludges
or sludge on fie d surfaces
(I Soil incorporation within 48 hours
( I Spread in thin uniform layers for rapid drying
( 1 Proven biological additives or oxidants
Dead animals M
Carcass decomposition
( I Proper disposition of carcasses
Dead animal disp al
Carcass decomposition
( I Complete covering of carcasses in burial pits
pits ��+ ft
1 ) Proper location/construction of disposal pits
Incinerators
Incomplete combustion
( ) Saco ary stack burners
Standing water around ' Improper drainage Al -Grade and landscape such that water drains
facilities Microbial decomposition of away from facilities
organic matter /
-<anure tracked onto public Poorly maintained access roads Wfarm access road maintenance
'ds from farm access
Additional Information: Available From:
Swine Manure Management; 0200 RuleBMP Packet
NCSU-County Extension Center
Swine Production Farm Potential Odor Sources and Remedies, EBAE Fact Sheet
NCSU-BAE
Swine Production Facility Manure Management: Pit Racharge--Lagoon Treatment; EBAE 128-88
NCSU-SAE
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 Sheet
NCSU-BAE
Controlling Odors from Swine Buildings; PIH-33
NCSU-Swine Extension
Environmental Assuranc Program: NPPC Manual
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 Ries; PRO107, 1995 Conference Proceedings Florida Cooperative Extension
The issues checked ( ) pertain to this operation. The landownerAntegrator 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.
✓ __ 01&-
(C,6wner Signature)
AMOC--November 11, 1996

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.
�)Rendering at a rendering plant licensed under G. S. 106-168.7
( ) Complete incineration
t ) In the case of dead poultry only, placing in a disposal pit of a size and
design approved by the Department of Agriculture.
i ) 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)
t

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

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 entenng 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 level lower that the permanent storage
level unless you are removing sludge.
I
Locate float pump intakes approximately IS 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:

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
Iagoon 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.
i
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.

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 dcagline 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 Iiner 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 phosphorus, 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
l could increase the concern of neighbors.

Possible Causes of Lagoons 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. Itemms 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.

Operator:GERALD REN County: SAMPSON �4 Vjh4e6 199810/27/95
Distance to crest residence (other than owner). Non"t)hwha" permltei0�4 feet
1. AVERAG LIVE WEIGHT (ALW)
ow(farrow to finish) x 1417 lbs. 0 lbs
sows (farrow to feeder) x 522 lbs. 0 lbs
X00-hSeads
(finishing only) x 135 lbs. = 81000 lbs
0 sows (farrow to wean) x 433 lbs. = 0 lbs
0 head (wean to feeder) x 30 lbs. = 0 lbs
Describe other : 0 lbs
Total Average Live Weight = RMELVED
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON MAR 2 5 1999
Volume = 81000 lbs. ALW x Treatment Volume(CF)/lb. AL
TA
Treatment volume(CF)/1b. ALW = 1 CF/lb. ALW REG.C�
EWLLE
Volume = 81600 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION SLUDGE STORAGE ACCUMULATION
NOT COMPUTED AT OWNER'S
Volume = 0 cubic feet REQUEST. WILL BE REMOVED AS
NEEDED.
4. TOTAL DESIGNED VOLUME
Inside top length (feet) ---------------------
Inside top width (feet) ----------------------
Top of dike elevation (feet) -----------------
Bottom of lagoon elevation (feet) -------------
Freeboard (feet) -----------------------------
side slopes (inside lagoon) ------------------
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH
1.5 1.5 1.5 1.5 204.0
AREA OF TOP
LENGTH * WIDTH =
204.0 74.0
AREA OF BOTTOM
LENGTH * WIDTH
176.1 46.1
AREA OF MIDSECTION
LENGTH * WIDTH * 4
190.1 60.1
207.0
77.0
55.5
45.2
1.0
1.5 1
WIDTH DEPTH
74.0 9.3
15096 (AREA OF TOP)
8118.21 (AREA OF BOTTOM)
45650.01 (AREA OF MIDSECTION * 4)
CU. FT. = (AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
15096.0 45650.0 8118.2 1.5
Total Designed Volume Available=106739.54 CU. FT

'). TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
207.0 77.0 15939.0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this -area.
TOTAL DA 15939.0 square feet
Design temporary storage period to be 60 days.
5A. Volume of waste produced
Feces & urine production in gal./day per 135 lb. ALW 1.37
Volume = 81000 lbs. ALW/135 lbs ALW * 1.37 gal/day 60 days
Volume = 49320 gals. or 6593.6 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 or excess water. Flush systems
that recirculate the lagoon water are accounted for in 5A.
Volume = 0.0 gallons/day * 60 days storage/7.48 gallon
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
60 days excess rainfall - 7.0 inches
Volume = 7.0 inches * DA / 12 inches per foot
Volume = 9297.8 cubic feet
5D. Volume of 25 year - 24 hour storm
Volume = 7.0 inches'/ 12 inches per foot * DA
Volume = 9297.8 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 6594 cubic feet
513. 0 cubic feet
5C. 9298 cubic feet
5D. 9298 cubic feet
TOTAL 25189 cubic feet

6. SUMMARY
Temporary storage period__________________=_>
60
days
Rainfall in excess of evaporation=====______>
7.0
inches
25 year - 24 hour rainfall__________________>
7.0
inches
Freeboard==_________________________________>
1.0
feet
Side slopes_________________________________>
1.5
: 1
Inside top length=====______________________>
207.0
feet
Inside top width____________________________>
77.0
feet
Top of dike elevation=====__________________>
55.5
feet
Bottom of lagoon elevation__________________>
45.2
feet
Total required volume_______________________>
106189
cu. ft.
Actual design volume===_____________________>106739.54
cu. ft.
Seasonal high watertable elevation (SHWT)===>
0.0
feet
Stop pumping elev.====______________________>
0.0
feet
Must be > or = to the SHWT elev.====______>
0.0
feet
Must be > or = to min. req. treatment el.=>
51.2
feet
Required minimum treatment volume=====______>
81000
cu. ft.
Volume at stop pumping elevation=====_______>
36966
cu. ft.
Start pumping
0.0
feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr - 24 hr rainfall===>
97442
cu. ft.
Volume at start pumping elevation=====______>
36966
cu. ft.
Required volume to be pumped=====___________>
15891
cu. ft.
Actual volume to be pumped=====_____________>
0
cu. ft.
Min. thickness of soil liner when required==>
1.5
feet
7. DESIGNED BY:
DATE:
APPROVED BY:
DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:

Operator:GERA WARREN County: SAMPSON Date:
10/27/95
Distance toearest residence (other than owner):
0 feet
1. AVE LIVE WEIGHT (ALW)
ws (farrow to finish) x 1417 lbs. -
kOhead
0
lbs
ws (farrow to feeder) x 522 lbs. -
0
lbs
4 (finishing only) x 135 lbs. -
64800
lbs
0 sows (farrow to wean) x 433 lbs. =
0
lbs
0 head (wean to feeder) x 30 lbs. =
0
lbs
Describe other :
0
lbs
TotaI Average Live Weig t =
64800
lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 64800 lbs. ALW x Treatment Volume(CF)/lb. ALW
Treatment Volume(CF)/lb. ALW = 1 CF/lb.
ALW
Volume = 64800 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION SLUDGE STORAGE ACCUMULATION
NOT COMPUTED AT
OWNER'S
Volume = 0 cubic feet REQUEST. WILL BE
REMOVED AS
NEEDED.
4. TOTAL DESIGNED VOLUME
Inside top length (feet)--------------------- 197.0
Inside top width (feet)---------------------- 73.0 n
Top of dike elevation (feet) ------------------ 44.8 a,�,D3dI
Bottom,of lagoon elevation (feet)------------ 32.5
Freeboard (feet)------------------------------ 1.0
Side slopes (inside lagoon)------------------ 1.5 : 1
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDEI SS/SIDE2 LENGTH WIDTH DEPTH
1.5 1.5 1.5 1.5 194.0 70.0 11.3
AREA OF TOP
LENGTH * WIDTH =
194.0 70.0 13580 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
160.1 36.1
AREA OF MIDSECTION
LENGTH * WIDTH * 4
177.1 53.1
5779.61 (AREA OF BOTTOM)
37570.01 (AREA OF MIDSECTION * 4)
CU. FT. = (AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
13580.0 37570.0 5779.E 1.9
Total Designed Volume Available=107217.45 CU. FT

-5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
197.0 73.0 14381.0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 14381.0 square feet
Design temporary storage period to be 60 days.
5A.
Volume of waste produced
Feces & urine production in gal./day per 135 lb. ALW 1.37
Volume = 64800 lbs. ALW/135 lbs ALW * 1-37 gal/day 60
days
Volume = 39456 gals. or 5274.9 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 or excess water. Flush systems
that recirculate the lagoon water are accounted for in 5A.
Volume = 0.0 gallons/day * 60 days storage/7.48
gallon
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
60 days excess rainfall = 7.0 inches
Volume = 7.0 inches * DA / 12 inches per foot
Volume = 8388.9 cubic feet
5D.
Volume of 25 year - 24 hour storm
Volume = 7.0 inches / 12 inches per foot * DA
Volume = 8388.9 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 5275 cubic feet
5B. 0 cubic feet
5C. 8389 cubic feet
5D. 8389 cubic feet
TOTAL 22053 cubic feet

.., UMMARY
Temporary storage period====================> 60 days
Rainfall in excess ofevaporation===========> 7.0 inches
25 year 24 hour rainfall==================> 7.0 inches
Freeboard===================================> 1.0 feet
Side slopes==_______________________________> 1.5 1
Inside top length=====================_=====> 197.0 feet
Inside top width============================> 73.0 feet
Top of dike elevation=======================> 44.8 feet
Bottom of lagoon elevation==================> 32.5 feet
Total required volume=======================> 86853 cu. ft.
Actual design volume========================>107217.45 cu. ft.
Seasonal high watertable elevation (SHWT)===> 0.0 feet
Stop pumping elev.__________________________> 0.0 feet
Must be > or = to the SHWT elev.==========> 0.0 feet
Must be > or = to min. req. treatment el.=> 38.5 feet
Required minimum treatment volume===========> 64800 cu. ft.
Volume at stop pumping elevation============> 20033 cu. ft.
Start pumping elev.==== ___________________> 0.0 feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr - 24 hr rainfall===> 98829 cu. ft.
Volume at start pumping elevation===========> 20033 cu. ft.
Required volume to be pumped================> 13664 cu. ft.
Actual volume to be pumped==================> 0 cu. ft.
Min. thickness of soil liner when required==> 1.8 feet
7. DESIGNED BY: APPROVED BY:j
DATE: DATE: 0 4J
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:
1
r o- r
�.'
�
I ••
� ,. � s ti 1 t '�
f
, rt,t
�F �,, n�- +.}s '� �• C,
--4:.` t s
-; cam. Y �l
.4 i'.f .w� 3i'§>t - r t f' µ
940LI,
P,
'{r
�, ^li st7.'1-rr:
f
�� v .' •Fti. .{. F_�-.lf:
;.! may..r:.i �,.i-si's-^ .f titt. `I:c

` p
tea, r,(e1rf �l't" �_ /!►its �� �. S `�,'f �Gt 3
e: 10/27/95
0 f e e t
0 lbs
i_ 0 lbs
81oo0 lbs
0 lbs
. - 0 lbs
o lbs
r� 81000 lbs
:F) / lb . ALW
AA Y6 1GE ACCUMULATION
eP �j r ) AT OWNER ` S
aL BE REMOVED AS
$ 207.0
r j 77.055.5
S-
�u 7�Jut-CSr ,•; 45.2
1.0
1.5 1
YoP.Kc. `f3'� JKir�pl/
.4 WIDTH DEPTH
�,• �Ie� P P, c' SaZ • _� :)P )
OTTOM )
v �
IDSECTION * 4 )
A BOTTOM] * DEPTH/ 6
8118.2 1.5
T Total Designed Volume Available=106739.54 Cu. FT

, 0 4 i
WAM aKrrV3:'7n0N
CONSERVATION PLAN MAP
N Appro,. Sc;! I e I " - APR 16 1"A
P,e;,;trc-(i By Non-Discham Pmmhnq
UNITE .>TATES DEPARTMENT OF AGRICULTURE SOIL CONSERVATIUN SERVICE
C.00peratilig
Owrier -F-:A4r=.2 r4 WAaaerL Mcir im
Col-olty State
FTEC
folAR 2 :-) 1999
F�ETTEVILLE
REG. OFFICE
4
6

IQC- ENG - 14
P172
(formerly NC-
PIAN OF EYCAVATED FARM POND
U.S. Department of Agriculture
Soil Conservation S-rvice
SCD
e, No. R EAP Da L;.- Z.- .7.9
Req._
jl
SI DE SLOPE if} I
E. TO;) ELEV.
t ^TI ON
2/
k 8 C, T
';-7
'ri'M P0;IL:
hall
fares'
X 71,
cat
C,4.-

NC'-ENG - 12
8/72
(formerly NC-7
U.S. Department of AgrICULture
Soil Conservation Service
VOLUME ESTIMATE FOR EARTH EMBANKMENT
Name
Address IVIE h 7-01V elle-C-V--
Embankment: Top Width /;z Side Slopes 5-,-
--
. L1,
STIM OF
DOUBLE,
H' -;BT
END AREA
END AREAS DISTANCE
VOLUME
Feet)
(Sq. F..
Sq. Ft Feet)
(CU. Ft.
3;4
17,7
17,6
7
I
29
I c3c)c) 8
Cu. rt.
f f! 1 lr• 1 1 2 Cu. Yds.
fo7 '10% of line 2. lob — Cu. Yds.
4. 7ot;tj c;iblL yarlt- flln! ?, 3 -.n- 1)- 4,52-
P u Lf.Q-"

//04.4d 4/t d7i i4>-/9--73
Tao EL . 4S•a
,;n'Lz�o E'L.
. 3d:>TroM EL. 38 . o
G uT
-¢- S 4-8 4-S lf4
�3S -39 -O8_
/o ♦ a -7 F 33 �--
4-
130 Lo�•sG x Sa" W ivy. x S � �� �P �•. � s�
114 X 34- t4) = 1Ssz0 -
3s x is-
1 33 x -7,376g — 31��,r C...,.-P,-
EM �tl
�To� d�10C'c
2 �5

N"-aivL,• of �. - _, .,, ,,,_...
Rev, 5-70 SOIL CONSERVATION SLRVICE
SOIL INVESTIGATION TO DETERMINE SUITABILITY OF PROPOSED FOND SITE
FAF; ";#i'S NAME � +�J _ i�4�4 </IEIs! DISTRICT
UA i 7 B COUNTY -5 AmQ3oN —
S. C PHOTO SKEET NO. WORK. UNIT— C 4,, yrn-1 -
_ i
WATERSHEIi AREA MEASL!REMENTS
CROI .%NI1 _ —ACRES PASTURF: ACRES
WOO .AI-•. .-ACRES 'I'OTA1• _A(:HES POND ('I.ASS WllItK i'NTT CONSERVATIONIST j
SKE:'I I I OF 1'ItOPOSE:D POND 6I101-ViNG 1'L'HERE. BORIN(;S WERE; i2ADE: IApproL. scale I"
Locate refc nce v„ml -.n center hne of dam and +.tentety on sAet, 'h.
I
j l i
_
- ...... ---r-— -
1
i I } I
! i + # I 1 j I � 1 Tu-1---- I-r-•-�—�-a 1
BORING NUMBER AND PROFILE
{_,.. '!••,.
•,,I tsI dam -site and spillway borings lint- thee Ponded area and borrow pAt horinps -separate
wrth oar-miAl red kne. ;
­n back whtrn nec uary) Show wafer !able elevations an dam -site borings.
9 IY 10 ., 11 p: 12 13 11 A II 15 1 15 17 18 I1 19 1 24 !j 23 V3
•. Ii t i, }i
4q- ! ,y'�`
•• ji fi I }I i - ,I
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,
HORN(;.= h!;:i--:
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By rel"_` J41if5a2-SIGNAT IRE & T-,MY, _._�i
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.._d dam► . iT.`-.

C)o -25' ost 1 00 + I OS 4-0
Q,g-t,, 0,09
:)Q +0
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7B

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr_, Governor
Wayne McDevitt, Secretary
A. Preston Howard, Jr., P.E., Director
=- = December 1, 1998
CERTIFIED MAIL
TURN RECEIPT REQUESTED
R. era ari-en - -z
Warren Swine Farm Inc
PO Box 223
Newton Grove NC 28366
Dear R. GeraId Warren:
A4 201
NCDENR
NoRrl-I GaROLI A
ENVII20T1MI=N7 AN I`
l:;aK z 5 i999
FAY E`F1 EViLL-E
REG. OFFICE
Subject: Application No. 82-0013
Additional Information Request
Warren Swine Farm Inc
Animal Waste Operation
Sampson County
The Non -Discharge Permitting Unit has completed a review of the subject application. Additional
information is required before we can continue our review. Additional information was requested on July 16,
1998, and to date this information has not been received. Please address the following by December 31, 1998.
The irrigation parameters listed in your WUP exceed current NRCS recommendations. Irrigation events
are to be listed in the WUP as the maximum application allowable for that soil type from the time the pumps are
turned on until the time they are shut off. NRCS currently recommends that total application amounts not exceed
one inch in any application event for any soil type. If your application rates need to be adjusted for the application
of animal waste, please have your Technical Specialist revise your WUP to reflect the appropriate application
amount per event. If the rates will remain as written, please have your Technical Specialist justify the increased
application rate in the narrative of your WUP.
All revisions / amendments are required to be signed and dated by both the landowner and the Technical
Specialist before they are submitted for review. Please reference the subject permit application number when
providing the requested information. All information should be signed and submitted in duplicate to my
attention at the address below. The information requested by this letter, must be submitted on or before
December 31, 1998 or the Division will return your application as incomplete in accordance with 15A N•C.A_C.
2H .0200 and your facility will be considered to be operating without a permit.
Please be advised that operation of the subject animal waste management system without a valid permit is
a violation of North Carolina General Statute 143-215.1 and will subject you to the enforcement authority of the
Environmental Management Commission.
If you have any questions regarding this request, please call me at [phone], extension 533.
cerely,
LW
ue Homewood
Environmental Engineer
Non -Discharge Permitting Unit
cc: Fayetteville Regional Office, Water Quality
Permit File
P.O. Sox 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% past -consumer paper

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RECEIVED
r.= i 2 5 1999—
►=rirc i ' EVILLE
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Su amached map showing llse fields to he used for dic ulilization of waste ivater.
Application of Waste by irrigation
Held Soil Type Crop Application Application
W. G.
=TABLS L9 NOT IaDED IF WASTE IS NOT BEMO APPLJM BY nUUGAnON. HOWEVER A SUMAR TADLIi WD, L
B6 NEEDED FOR DRY LATER OR SLURRY.
Your facility is designed fori,%.—days of temporary storage and the temporary storage
must be removed on the average of once every 4 MONTHS. la no instance should
the volume of waste being stored in your structure exceed Elevation /? "��� J,� ��f - Q� E
Call the local Natural Resources Conservation Smice ((ormerly Soil Conservation
Service) or Soil and Water Conservation District office alter you receive the waste
analysis report for assistance in determking the amount per acre to apply and the proper
application rate prior to- applying the waste.
Narrative of o eration: L tiz - (�Z 1 - &'t (. col

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State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
Kerr T. Stevens, Director
March 26, 1999
Warren Swine Farm Inc
Warren Swine Farm Inc
PO Box 223
Newton Grove NC 28366
Attn: R. Gerald Warren
A2
1ILF.WA
IT � • l ���
!W�
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
Subject: Certificate of Coverage No. AWS820013
Warren Swine Farm Inc
Swine Waste Collection, Treatment,
Storage and Application System
Sampson County
Dear R. Gerald Warren:
In accordance with your application received on April 16, 1998, we are forwarding this Certificate of
Coverage (COC) issued to Warren Swine Farm Inc, 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 Warren Swine Farm Inc, located in Sampson County, with an
animal capacity of no greater than 52001200 Feeder to Finish
Farrow to Wean 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.O. 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 AWS820013
Warren Swine Farm Inc
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 farm is located in the Fayetteville Regional Office. The Regional Office Water Quality Staff
may be reached at [phone]. If you need additional information concerning this COC or the
General Permit, please contact Sue Homewood at [phone] ext. 502.
RECEIVZ-D
MAR 2 5 1999
FAYETTEVILLE L
AEG. OFFICE
J__Kerr T. Stevens
cc: (Certificate of Coverage only for all cc's)
Sampson County Health Department
Fayetteville Regional Office, Water Quality Section
Sampson County Soil and Water Conservation District
Permit File
NDPU Files