820135_CORRESPONDENCE_20171231

APV,,ndix 1. Lagoon Sludge Survey Form Revised August 2008
A Farm Permit or DWQ Identification Number 82135
B. Lagoon Identification
C Person(s) Taking Measurements Percy Faircloth
D. Date of Measurement 12/4/10
E Methods/Devices Used for Measurement of:
State Universry
N A8T Stale university
COOPERATIVE
�111111 EXTENSION
- Fmpowenng People • Providing ti^,Iw!jns
a. Distance from the lagoon liquid surface to the top of the sludge layer. �/1r /CCD
Sekkhi disc RECEIVED
V nCnCC
b- Distance from the lagoon liquid surface to the bottom (soil) of the lagoon. 11 1,
PVC pipe with markings in feet and tenths JAN 0 4 2011
c. Thickness of the sludge layer if making a direct measurement with "core sampler".
nla DENR-FAYETTEVILLE REGIONAL OFFICE
F. Lagoon Surface Area (using dimensions at inside top of bank): 1.975 (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. 1.975 acres x 6 = 12 , 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. dumber 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): 0.8
J. Determine the distance from the top of bank to the Maximum Liquid Level 18.0
(use lagoon management plan or other lagoon records)
K. Determine the distance from the Maximum Liquid to the Minimum Liquid level- 2.2
(use lagoon management plan or other lagoon records)
L. Calculate the distance from the present liquid surface level to the Minimum Liquid Level 1 A
(Item K Minus Item 1, 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) 9.4
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): 5.3
Q Record from the Sludge Survey Data Sheet the average thickness of the sludge layer: 4.1
P. Calculate the thickness of the existing Liquid Treatment Zone (Item N minus Item L): 3.9
Q. If Item 0 is greater than Item P, proceed to the Worksheet for Sludge Volume and Treatment Volume.
If Item 0 is equal to or less than Item P, you do not have to determine volumes.
Completed by: Date:
Print Name /Signature

Ap�zendix 2. Sludge Survey Data Sheet" Revised August 2008
Lagoon Identification 82135
Completed by'
Print Name
Signature
Date:
(A)
(8)
( C )
( C ) - ( 8 )
Grid Point
Distance from liquid surface
Distance from liquid surface
Thickness of sludge layer
No,
to top of slud a
to lagoon bottom soil)
Ft. & in.
Ft. tenths
Ft. & in.
Ft. tenths
Ft. & in.
Ft. tenths
1
6
6.0
9
9.0
3.0
2
6
6.0
9
9.0
3.0
3
5
5.0
8 6
8.5
3.5
4
5 6
5.5
9
9.0
3.5
5
6
6.0
10
10.0
4.0
6
6 6
6.5
9 6
9.5
3.0
7
4
4.0
9 6
9.5
5.5
8
6 6
6.5
9 6
9.5
3.0
9
3 6
3.5
10
10.0
6.5
10
4
4.0
9 6
9.5
5.5
11
6 6
6.5
9 6
9.5
3.0
12
3 6
3.5
9 6
9.5
6.0
13
0.0
0.0
0.0
14
0.0
0.0
0.0
15
0.0
0.0
0.0
16
0.0
0.0
0.0
17
0.0
0.0
0.0
18
0.0
0.0
0.0
19
0.0
0.0
0.0
20
0.0
0.0
0.0
21
0.0
0.0
0.0
22
0.0
0.0
0.0
23
0.0
0.0
0.0
24
0.0
0.0
0.0
Number of pDints with readings
12.0
X X
12.0
X X
12.0
Average of
points
X X
5.25
X X
9.375
X X
4A25
At pump
0.0
X X X X X X
intake
'All Grid Points and corresponding sludge layer thicknesses must be shown on a sketch attached to this
Sludge Survey Data Sheet.

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 0 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.
4.1
ft.
2 Depth of the lagoon from top of bank to bottom soil surface (D)
11
ft.
12.0
ft
3. Slope = Horizontal/ vertical side slope (S)
3
3.0
4. Length at the top of inside bank (L)
457
ft.
404.0
ft
5. Width at top inside slope (W)
229
ft.
213.0
ft.
6. Length at midpoint of sludge layer Lm= L-2S(D-(T12))
398 5
ft.
344.4
ft
7. Width at midpoint of sludge layer Wm= W-2S(D-(TI2))
170.5
ft.
153.4
ft.
8 Volume of sludge (Vs) Vs=Lm Wm T
169,860
ft'
217,876
ft'
9. Volume in gallons: Vsp=V"7.5 gal.lft'.
1,273,950
gal.
1.634,073
gal.
10. Thickness of existing liquid tmt. zone (Y)
3.5
ft
3.9
ft
11. Thickness of total treatment zone (Z) Z= T+Y
6
ft
8.0
fl
12 Length at midpoint of total tmt. zone L. = L-2(S)(D-(Z12)
409
ft.
355.9
ft.
13. Width at midpoint of total tmt. Zone W= = W-2(S)(D-(Z12)
181
ft.
164.9
ft.
14. Volume of total treatment zone (Vz) Vz = Lz Wz Z
444,174
ft'
468,140
h'
15. Ratio ( R ) of sludge layer volume to total Treatment Volume
R = VsNz
038
0.47
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 ft', then R = (169,860 - 85,000)1 (447,174 - 85,000)
= B4,8601362.174
= 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
0.47

I
Sa 135 RECEIVED
.IAN 0 4 20ii
j
1 nrma _EAYFT MLLE REGIONAL OFFICE
ol

Beverly Eaves Perdue
Governor
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Coleen H. Sullins
Director
October 28, 2010
Mr. and Mrs. Percy Faircloth
2475 Hayne Stretch Rd
Roseboro NC 28382-8497
Subject: Transmittal Letter
Percy Faircloth Farm
Facility No, 82-135
Sampson County
Permit No. AWS820135
Dear Percy and Carolyn Faircloth,
Dee Freeman
Secretary
Attached are pages 3 and 4 of the 2009 Sludge Survey with complete calculations. Assuming the
numbers from the field work were correct, your lagoon was at 0.47 or 47% sludge layer to total treatment
volume. Typically the ratio goes up a little every year. You will need to file a plan of Action (POA) within 90
days (not 60 as 1 wrote in the inspection) with DWQ, in Raleigh, when the ratio reaches 0.50 or 50%. You will
then have two years to get it cleaned out. Please fill out one of these ratio calculations every year as part of the
Sludge Survey until the lagoon is cleaned out. Your lagoon does NOT have any Designed Sludge Storage
Volume built in.
A few additional points follow. Since you only took a few depths on your survey, it might be worthwhile
to get more measurements whenever the lagoon does reach the 50% point. Secondly, a Sludge POA is not the
same as a Sludge Management Plan. To get sludge properly applied, you will need to find nearby fields and get
soil tests for them (to verify that they can accept heavy metals), as well as written permission (if you do not own
the land), and work the cleanout into the crop rotation, among other things. Your county agent or qualified
consultants can help you with planning or with the ratio worksheet.
1n addition to the 2009 ratio worksheet, one for 2010, and a blank one are attached, plus a current DWQ
sludge POA. If you have questions about the paperwork in this letter, please do not hesitate to call me at (910)
433-3333.
AQUIFER PROTECTION SECTION
225 Green St., Ste. 714
Fayetteville, North Carolina 28301
Phone: [phone] FAX: [phone]n Customer Service: 1-877-623-6748
Internet: www.h26.enr.state.nc.us
An Equal Opportunity 1 Affirmative Action Employer
Qi1e
NorthCaro]ina
Natu.nally

Sincerelyp,
an Schneier
Environmental Specialist
Division of Water Quality
Fayetteville Regional Office
Attachments:
2009 Sludge ratio worksheet
Sludge ratio worksheet with lagoon information
Blank sludge ratio worksheet
DWQ Sludge POA

ME
,ago k.
Sludge Worksheet for Rectangular Lagoons
(All measurements in feet unless specified)
1. Average Sludge Layer Thickness (T)
2. Depth of lagoon from top of bank to bottom soil surface (D)
(from lagoon design)
3. Slope= horizontal/vertical side slope (S)
4. Length at top inside bank (L) (from lagoon design)
5. Width at top inside bank (W) (from lagoon design)
6. Length at midpoint of sludge layer
Lm= L-25(D-(T/2))
7. Width at midpoint of sludge layer
Wm= W-2S(D-(T/2))
8. Volume of sludge (Vs) in cubic feet
Vs= Lm*Wm*T
9. Volume of sludge in gallons
Vsg= V*7.5 gal/ft3
10. Thickness of existing liquid treatment zone (Y)
11. Thickness of total treatment zone M
Z=T + Y
12. Length at midpoint of total tmt zone
Lz= L-2(S)*(D-Z/2))
13. Width at midpoint of total tmt.zone
(Wz = W-2(S)* (D-Z/2))
14. Volume of total tmt. zone in cubic feet
Vz= Lz*Wz*Z
15. Ratio (R) of sludge layer vol. to total tmt vol.
R= Vs/Vz
For lagoons with Designed Sludge Storage Volume Only
DSSV in cubic feet (from lagoon design)
R= (Vs-DSSV)/ (Vz-DSSV)
Notes:
User Inputs Above from Sludge Survey and Lagoon Design
From worksheet revised Aug 2008
e�a-)3s e(on ao0q
S1,e sieve ozi LQ �
Example Your lagoon �rd1r0 +��
2.5 4.58 ft}1(y7
11
12
3
3
457
404
229
213
398.5
345.74
170.5
154.74
169,861
245,029
1,273,955
1,837,718
3.5
4.13
6
8.71
409
358.13
181
167.13
444,174 521,331
0.38 0.47
Example 2
85,000
0.24
0.47
%o,d&�L 'moo 1�bn Kek*- wor se,+b,- +his s✓nam rl�tol 0t (4)'-P1?L.&'e J

_4
North Carolina Cooperative Extension Service
College of Agriculture and Life Sciences
)
1
RECEIVED I DENR 1 OWQ - . -
AQi1lFrR-PRnTFrTInN RFCTION
FARM NAME: Percy Faircloth
FACILITY NO: 82-135
SUBJECT: Correction To Wettable Acre/WUP
TECH. SPEC.: Danny Bailey
Find Enclosed:
I } New wettable acre map and calculations
2) Revised Waste Utilization Plan
1} Application timing windows
Owner ignature
Sampson County Center
169 Rowan Road
Clinton. NC 29328
(910) 592-71 h 1
(9[(!) 592-9513 (1-ax)
Tech. Spec. vignature
3�
Date
Employment and program opportunities are offered to all people regardless of race, color, national origin, sex, age, or disability.
North Carolina State University, North Carolina A&T State University, U.S. Department of Agriculture, and local goveramer+is ceepereting.

North Carolina Cooperative Extension: Service
College of Agriculture and Like Sciences
r
Farm Name: Percy Faircloth
Facility No.: 82 - 1.35
i
Subject: Wetted Acre Amendment
i
;Technical Specialist: Dan Bailey
i
i
i
!-Inc-luded along with the wetted acre calculations is a revised
;waste plan. The nitrogen rate for the coastal bermudagrass is
;for a grazed pasture along with one hay cutting removing
;approximately .8 ton dry matter.
7 O�
I Date
i
Tec nic Specialis ignazure
t 2, J
Date
Employment and program opponunmes are offered to all people regardless of race, color, national origic, se}. age. o:
NortRCarolina State University, tJortn Carolina A&T State Universe;: U.S Department of t gnculturc-, and ip ai ga ernments=ooac-ratmg

r�c.. /
WASTE UTILIZATION PLAN }' _ -3'_
TADLE 1: ACRES OWNED BY PRODUCER
/ , * —1
IELD SOIL TYPE & CLASS-
CROP
YIELD
LEIS
Comm N
A*
� + 1113;;
DETERMINING PHASE
CODE
AW N
PER
ACRES
Aw
ca"Fi,
PER AC
AC
�,ErrED
USi U
P O P L I C-
�A
TI M L
NA Y
'
A
.,
3.32c s?�
12.5
/. /8? Y37
.2 33
/,zap 3-5-7
f
IOTA L sc`� • cY ;
=joy_

Ile -
WASTE _
Tz
UTILIZATION PLAN k12
TA[ILE 1: ACRES OWNED By PRODUCER
i zELD SOIL TYPE & CLASS-
CROP
YIELDII
LUS
DETERFLIN11IG PHASE
CODE
r,tti t7
Doi` 8 •ir.+
.ram'
PER A c
•
.._ ..•
f,+AY
C a 11 7 VAL
9
C ]rP,q.. o P 0
r,C N,�rt.J USED
Nr Ae-v 5.� i S�� J �• �G_� 7—
S ��Ga•'
j c1J' V G
2.o2Y Sy7
/.2r. 373

I1
Animal Waste Application Windowsi
For C'ommnn Crops N,'hich Receive Animal Waste
_il" ;1_ Il-:;a''O;'. windoms moun 30 dor t.am w pianilP.F1 and (Yr'2 v � o, . :--,rn 1C13gii' s
3egln jMal-c" 15" End Sexrnbe iii
Small Grain Begin Gclober i ' End M1are h 1 S'
C► Inswded in B-,Mludayrass
Cori:
conoi n
— i1.reei consunnywhon
— For iroccssing
(-';. seasons)
Si" aN Grain
rQ
Peanu--z
Sorahlint;
Sudan Grass Hav
`o%;iew
Wac:o - Flue Cured
- Burle..
Begin Febr uant 1 5'rl End .tune 30'"
Begin TOwch 15" End August 1 sl
Begin March I" (100 4'i, al plantinu)
51
Begin April 15, End ma-
Begin .iuly l" Ens; AuUusl
Begin Seoternber l'' End ?Much 31 `'
Begin April 15'
Begin ?March 15
Begin April W
-
Begin P'1M 15
th
Byin May 10"
Benin _au2usl 1y1
End Sepcenzber 3OTil
End August ;1"
End Septernber . ;'ii
End il"
Jun,- ,i
End .Augusi 15"-'
End Av ; ; ;;
wwwwov Win Plandi, me h:lE-s':j11:5'__ 5w, •': n :1m s Ac mt-.- nn; ', irwn �c:IS io t': :1' r��!i::l: t ili il•,: �I}�i ._.I_.!
Y.'.. _. r_ �t}!t�;llll}rlj :; li(,1 II' ;1a� _:1�_ 'Jilr itt ,];:;ll:�::: 1•.11? Illr `�:' il:.l1�. �_ Itit,; is �;1:. �. Ili 1. ;: llo �+!J111111�'ll?C:}n :ll_' <)l]?II i:11,�,. .1: I��.� i�'•:1:�' � _:.1'� `
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nni'It::;It 1,W ;I:;.I !111•; mI2 JIII: ",I it ttrtt.:fir :r: )L'Ci :nhC: Jf.l; !x,Il:lr'.

CERTIFIED ANIMAL WASTE MANAGEMENT PLAN
WETTABLE ACRES WORKSHEET
Farm Name: Pt /Zc r I- sec / o r r-1 Facility Nurnber: L - 3�r
Manager or Producer ?E 1zc F4 ; ,ec 10 r- /-/ Phone # /� -- 3 z_ i,L,
Technical Specialist: _ Di-, r "3 A L- i _ Phone # / z, S 2- - 71 C, I
Facility Contact:
_ Y'9Fk c y`
„ 1= A.'R l o ; H
Phone # (`ii �) 5 ? 1 --_ 5 5
Mailing Address: 2
V ? S-` 94
7,vt 5J.[ C; c1v
---ter--
--
--
Was farm sited for animals prior to 10/l/95: Ye / No
If No, date farm sited for animals:
lrri ation Svstern Type
(Check all that apply)
Stationary sprinkler with permanent pipe
Stationary sprinkler with portable pipe
Stationary gun with permanent pipe
Stationary gun with portable pipe
Center -pivot system
Linear -move system
Hose drag traveler
Acres calculated should correspond to that shown in the Waste Utilization Plan and
Form IRR-2.
To the best of my knowledge, this worksheets) and map(s) provides an accurate
representation of the system used to irrigate the animal waste generated by this operation.
P,,_
Signature (Manger or Producer)
`L l�: l 2oori
Date

CAV1'MP HAD-HOS-E TRAN'ELER_FIELD-DATA SHEET *
1. Make and model number �p �� o? A E� g,--E �� r_ ✓ _ _
2. Hose length and hose inside diameter (ID) r o 6 Z. ; r
3. Gun make and model number / - o
4. Gun nozzle size 1._2>-4 -iffehr, - ring orifice, taper lie arid'
<• 7S"1 (May need to measure nozzle diameter.) 'f `-J,
5. Hydrant spacing -i /,/,e -/z/o Beet. Indicate whether uniform, random.
Nurnber of exterior hydrants Number of interior hydrants '{_
b. Operating pressure at hose reel _ psi,
observed at working gauge, provided by owner.
7. Gun -,vetted diameter �CD feet.
---'measured, based on gun chart.
E. Gun pressure psi.
t�observed at working gauge, based on calculations (show calculations),
determined from gun charts.
* * 9. Supply line size t� ' inch (from pump to last hydrant).
*f 10. Supply line length /tocv feet (maximum pumping distance).
* * 1 1. Supply Iine t),pe ---I PVC, aluminum.
* * 12. Pump make and model number "°A c v
* 13. Pump capacity, gpm.
* * 14. Engine make and model number or
* 15. Electric motor horsepower and rpm 1 D hp _rpm
ote: It is strongly recommended that operating pressure at the reel and gun wetted
diameter be field determined.
Locate each hydrant on a copy of the map. Indicate the start and stop of the sprinkler cart for
each travel lane and show distance traveled. Also indicate the normal arc angle of the gun for
each pull through a field. Show the location of the supply line. Irrigated acres will be
determined by travel lane
** Optional data, furnish where possible.
* * * Information furnished by
' I and/ ✓�
Sip-natwe of Owner or Facility Representative Si re of Technical Spe alist
Printed Name of Owner or Facility Representative
Date) G 4 0
D4A.'-,Vr Z ¢:Lr 5e
Printed name of Technical Specialist
Date ,<-- ? - 2 - -
* * * Only the person or persons collecting the data should sign the data sheet.

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#ter pT:T 337.liv iur 1,10111 3 nk}lo �__ i Uluulsl _
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liQytlliltic l .ntclill �jl l.}111n1115
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t! urCll 11C: Dili 111r1U1#] l 1
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1tcTu 17c, ]lit-^,liu, [iUll! Tnbiu
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till 11UTtll... __ '1itr�1� c'11111111]
111011i[111s
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luxtct'iur 11Yt11-nitt �trn3 cl lnttc} ; t,111t. c
L 7 A 3<_111111511t 13
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t t itt.tt� �. Yit;t1411 lt'l�lt!]zk--
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Ault-s Skull Cllsl lJl ],i11i will
r �r, �' l• ���r'l�utlll 11�rtrs Vol- �'>>,lrrivl' 11t111 �
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r slli. S'J111 till ut 1l1 sc i�. -
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(n) A, c$ sin, l oid ur 111[ll ii U11) l ii111C — 1111111t11
(b) hi;lc; lllitltlli,, lull{itlll 14Imll
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I rivelcr-: ;zl�titlt i3�°LirnTtt �{rnvel 31irt�)
figs,s mail curl tll• pull llum i rllllc. t Gc t'.slltrl1111
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L 3e,� Tutll! wi ,-a fur A1c1"itEf- Milli Q1u: rl ~
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October 8, 2008
Percy Faircloth
Percy Faircloth Farm
2531 Hayne Stretch Rd
Roseboro, NC 28382
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
OCT 1 O' =
ON-FAYMMMMOM
Subject: Sludge Survey Testing Dates
Certificate of Coverage No. AWS82UTSSt
Percy Faircloth Farm
Animal Waste Management System
Sampson County
Dear Percy Faircloth:
The Division of Water Quality (Division) received your sludge survey information on September
29, 2008. With the survey results, you requested an extension of the sludge survey requirement
for the lagoon at the Percy Faircloth Farm facility not to be required until 2009. Due to the
amounts of treatment volume available, the Division agrees that a sludge survey is not needed
until 2009. The results of the 2009 sludge survey are to be submitted by March 1, 2010.
Thank you for your attention to this matter. If you have any questions, please call me at (919)
715-b937.
Sincerely,
/a`f
Miressa D. Garoma
Soil Scientist
cc: Fayetteville Regional Office, Aquifer Protection Section
Central Files
Aquifer Protection Section 1636 Mail Service Center
Internet: www.ncwater ualit .or Location: 2728 Capital Boulevard
An Equal Opportunity/Affirmative Action Employer- 50%Recycled110% Post Consumer Paper
Nl Carolina
Morally
Raleigh, NC 27699-1636 Telephone: [phone]
Raleigh, NC 27604 Fax 1: [phone]
Fax 2: [phone]
Customer Service: [phone]

Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Cole® H. Sullins, Director
Division of Water Quality
July 1, 2007
Percy C Faircloth [�;;� 7 2�1L
Percy Faircloth Farm
2475 Hayne Stretch Rd -
Roseboro, NC 28382
Subject: Certificate of Coverage No. AWS820135
Percy Faircloth Farm
Animal Waste Management System
Sampson County
Dear Percy C Faircloth:
In accordance with your application received on 30-Jan-07, we are hereby forwarding to you this
Certificate of Coverage (COC) issued to Percy C Faircloth, 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 Percy Faircloth Farm, located in Sampson County, with an animal capacity of no
greater than the following swine annual averages:
Wean to Finish: 0 Feeder to Finish: 3520 Boar/Stud: 0
Wean to Feeder: 0 Farrow to Wean: 0 Gilts: 0
Farrow to Finish: 0 Farrow to Feeder: 0
If this is a Farrow to Wean or Farrow to Feeder operation, there may also be one boar for each 15 sows.
Where boars are unneccessary, they may be replaced by an equivalent number of sows. Any of the sows
may be replaced by gilts at a rate of 4 gilts for every 3 sows
The COC shall be effective from the date of issuance until September 30, 2009 and replaces the NPDES
COC issued to this facility with an expiration date of July 1, 2007. You are required to continue
conducting annual surveys of sludge accumulation in all lagoons at your facility; the one-year extension
in Condition 111.19 does not apply.
Pursuant to this COC, you are authorized and required to operate the system in conformity with the
conditions and limitations as specified in the General Permit, the facility's CAWMP, and this COC. An
adequate system for collecting and maintaining the required monitoring data and operational information
must be established for this facility. Any increase in waste production greater than the certified design
capacity or increase in number of animals authorized by this COC (as provided above) will require a
modification to the CAWMP and this COC and must be completed prior to actual increase in either
wastewater flow or number of animals.
Please carefully read this COC and the enclosed State General Permit. Enclosed for your convenience is
a package containing the new and revised forms used for record keeping and reporting. Please per+
careful attention to the record keeping and monitoring conditions in this permit.
Aquifer Protection Section 1636 Mail Service Center
Internet: www.ncwateraualitv.orR Location: 2728 Capital Boulevard
An Equal Opportunity/Affirmative Acton Employer— 50°% Racydedll D% Post Consumer Paper
ta
Carolina
lllQ�t'If
Raleigh, NC 27699-1636 Telephone: [phone]
Raleigh, NC 27604 Fax 1: [phone]
Fax 2: [phone]
Customer Service: [phone]

If your Waste Utilization Plan has been developed based on site -specific information, careful evaluation
of future samples is necessary. Should your records show that the current Waste Utilization Plan is
inaccurate you will need to have a new Waste Utilization Plan developed.
The issuance of this COC does not excuse the Permittee from the obligation to comply with all applicable
laws, rules, standards, and ordinances (local, state, and federal), nor does issuance of a COC to operate
under this permit convey any property rights in either real or personal property.
Upon 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 AWS820135

December 1, 2006
CERTIFIED MAIL
RETURN RECEIPT REOUESTED
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
Percy C Faircloth I REGE1uEa
Percy Faircloth Farm
2475 Hayne Stretch Rd DEC
Roseboro, NC 28382
phi-fAYEi'4EuWf
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 http://h2o.enr.state.nc.uslaps/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 vour continued coverage under one of these two types of general permits, you must submit an anplication 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 a lication form must be completed and returned by January 2 2007. Please note. you must include
two 2 covies 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 $25,000 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 - 820135
Carroll's Foods Inc
Aquifer Protection Section 1636 Mail Service Center Raleigh, NC 27699-1636
Internet: www.newaterquality.om Location: 2728 Capital Boulevard Raleigh, NC 27604
An Equal Opportun4tAffirrnative Action Employer— 5D% Recyded/10% Post Consumer Paper
Telephone:
Fax 1:
Fax 2:
Customer Service:
No Carolina
(919) Qi7lPQ��I,1
[phone]
[phone]
[phone]

h
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Appendix 3. ;,agoon Sludge Survey Form
A. Farm Permit or DWQ Identification Number
B. Lagoon Identification
C. Person(s) taking Measurements
D. Date of Measurements ` 12
E. Methods/Devices Used for Measurement of:
a. Distance from the lagoon liquid surface to the top of the sludgy layer:
b. Distance from the lagoon liquid surface to the bottom (soil) of lagoon:
P✓c o /.-
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): /. y 7 (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 8 poino
b. If more than 1.33 acre, .y 7) acres x 6 = / Z , 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 intcrsect on 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 Minimum Liquid Level: vZ
(Determine from Plan or other lagoon records)
K Calculate distance from present liquid surface level to Minimum Liquid
level: Item 7 — Item I, assuming present liquid level is below Max. Liq. Level: 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): l` G z O
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): 7
N. Record from sludge survey data sheet the average thickness of the sludge layer:
0. Calculate the thickness of the existing Liquid 'Treatment Zone (Item M — Item IC): Y
(Note: If hem 0 is less than 4 ft., 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: y
Print a Signa e
13

Appendix: 4. Sludge Survey Data Sheet
Lagoon Identification:_
Sludge Survey Data Sheet _ 3
Completed by: l7R...�. �.�. / Gate:
Print Name Signature
(A)
?/y Grid {Bj (C) (C) - (B)
O
Point
No. Distance from liquid surface Distance from liquid surface Thickness of.sludge
to ton of sludae to lannnn hnttnm hmill laver
Ft. & inches
Feet (tenths) JFt. & inches
I Feet (tenths) IFt. S inches
i
Feet (tenths'
2
>
I 3
1 4
1
li
.�> I
�•o)
! s
/,9 I
I Y 2t I
1 6
1 I
G a
9. 3 1
I 3.83
! 7
I I
s. 5
I y. /( I
I . si
a
I
I s•7
I I 9.91 I
1 Y•2-/
s
s•�
4.�a
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I --
�. C
� I 9.5 >a
I - -Y• 9S
I 12
10.3 I
�83
13
I
I
14
15
16
18
I
I
I
19
20
I I
21
I !
I
I
I 22
! 29
I 24
I I
I I
!
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?,
l �. G 2 v
1 3. e 17n
1AU Grid Points and corresponding sludae laver thickness must be shown on a sketch
attached to this Sludge Survey Data Sheet.
See Appendir 6 for conversion from inches to tenths of feet.

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MEMORY TRANSMISSION REPORT
TIME JUN-28-2005 08:39AM
TEL NUMBER
NAME
FILE NUMBER 41 T
DATE JUN-28 08:38AM
TO 19197HO588
DOCUMENT PAGES 004
START TIME JUN-28 08:38AM
END TIME JUN-28 08:39AM
SENT PAGES 004
STATUS OK
FILE NUMBER : 417 ** SUCCESSFUL TX NOTICE *$*
FAX Tf .Ao V, it[Ssla�•i: "
FAYETfEVILLERF-bt&�lAL C7FFICE
FAYETTEVILLE. NC)R:rH CAROLINA 26301 -5043
VOICE_ 910-455-1541
Fax: 910-486=0707
• To: "/�t .-1�%r rxr, c /� Date: G - 2 S -b 5
/57'-O S-w v Pages (including covsr): y
Subject: S / c sc.�ti.�y o --
COMMEiNTS7 '

Subject; .5 �� G .scf'dr ��e %�elYy
At
COMMENTS:

CERTIFIED MAIL
RETURN RECEIPT REQUESTED
Percy Faircloth
2475 Hayne Stretch Road
Roseboro NC 28382
Re: Request for Information
Sludge Survey Report
Percy Faircloth Farm
NCA282135
Sampson County
Dear Percy Faircloth:
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
June 10, 2005
RECEIVED
JUN 14 2005
DINR - EAyEif EVILLE REGIONAL Oil€ G E
This letter is to notify you that the subject facility is in violation of its General Permit
NCA282135 Condition I1I.16.
Your NPDES Permit Number NCA282135 Condition III.16 states:
"All facilities, which are issued a COC to operate under this permit, shall conduct a
survey of the sludge accumulation in all lagoons within one (1) year of receiving the
COC and every year thereafter. This survey shall include but not be limited to a sketch
showing the depth of sludge in the various locations within each lagoon. This survey
shall be submitted as part of the facility's annual report in the year it was conducted.
This survey frequency may be reduced if it can be demonstrated to the satisfaction of the
Division that the rate of sludge accumulation does not warrant an annual survey.
If the sludge accumulation is such that it is greater than the volume for which the lagoon
was designed or reduces the minimum treatment volume to less than the volume for
which the lagoon was designed, a plan must be submitted to the Division's Central Office
within ninety (90) days of this determination which documents removal and waste
utilization procedures to be used."
Our records indicate that the Division has not received the sludge survey results for the year
2004 from your facility. The form was due March.1, 2005. To avoid possible enforcement
action for a violation of your permit, please submit the results within thirty (30) days to the
following address:
Carolina
�aiura!!y
Aquifer Protection Section 1636 Mail Service Center Raleigh, NC 27699-1636 Phone [phone] Customer Service
Internet: http://h2o.enr.st2le.nc.us 2728 Capital Boulevard Raleigh, NC 27604 Fax [phone]
Fax [phone]
An Equal opportunity/Affirmative Action Employer — 50% Recycledl10% Post Consumer Paper

Percy Faircloth
Page 2
6/ i 0/2005
Keith Larick
Division of Water Quality
1636 Mail Service Center
Raleigh, NC 27699-1636
Please be advised that nothing in this letter should be taken as removing from you the
responsibility or liability for failure to comply with any State Rule, State Statue or permitting
requirement.
If you have any questions regarding this letter, please do not hesitate to contact me at
[phone] or the Fayetteville Regional Office at [phone].
Sincerely,
Keith Larick
Animal Feeding Operations Unit
cc: File 82-135
Fayetteville Regional Office

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State of North Carolina
Department of Environment
and Natural Resources RE E V[­:�
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
A. Preston Howard, Jr., P.E.,
Percy Faircloth
Percy Faircloth Farm
2475 Hayne Stretch Rd
Roseboro NC 28382
Dear Percy Faircloth:
r C 0 5 1998
DirectRE oEV�i..E.
:ir:
October 2, 1998
` 0 •
NCDENR
NORTH CAROUNA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
Subject: Certificate of Coverage No. AWS820135
Percy Faircloth Farm
Swine Waste Collection, Treatment,
Storage and Application System
Sampson County
In accordance with your application received on August 12, 1998, we are forwarding this
Certificate of Coverage (COC) issued to Percy Faircloth, 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 Percy Faircloth Farm, located in Sampson County, with an
animal capacity of no greater than 3520 Feeder to Finish and the application to land as specified in the
Certified Animal Waste Management Plan (CAWMP).
The COC shall be effective from the date of issuance until April 30, 2003. Pursuant to this COC,
you are authorized and required to operate the system in conformity with the conditions and limitations
as specified in the General Permit, the facility's CAWMP, and this COC, with no discharge of wastes to
surface waters. An adequate system for collecting and maintaining the required monitoring data and
operational information must be established for this farm. Any increase in waste production greater than
the certified design capacity or increase in number of stocked animals above the number authorized by
this COC will require a modification to the CAWMP and this COC and shall be completed prior to
actual increase in either wastewater flow or number of animals.
Please be advised that any violation of the terms and conditions specified in this COC, the General
Permit or the CAWMP may result in the revocation of this COC, or penalties in accordance with NCGS
143-215.6A through 143-215.6C including civil penalties, criminal penalties, and injunctive relief.
Upon notification by the Division of this COC's expiration, you shall apply for its renewal. This
request shall be made within 30 days of notification by the Division.
This COC is not automatically transferable. A name/ownership change application must be
submitted to the DWQ prior to a name change or change in ownership.
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
P.Q. 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 AWS820135
Percy Faircloth Farm
Page 2
a
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 J R Joshi at [phone] ext. 363.
Sincerely
A. Preston Howard, Jr., P.E.
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 -Central Files
Permit File-NDPU

{ 8ZO45$00"
State of North Carolina _
D rt t f E t A N to 1 Re -
epa men o nvronmen an a ra sources
Division of Water Quality
(THIS FORM MAZscharY BE PHOTOCOPIED FORS ication USE AN ORIGINAL) r1 Form r, 1 �
General Permit - Existing Liquid Animal Waste Operations
The following questions have been completed utilizing information on file with the Division. Please
review the information for completeness and make any corrections which are appropriate. If a
question has not been completed by the Division, please complete as best as possible. Do not leave
any question unanswered.
1. GENERAL INFORMATION:
1.1 Facility Name: Percy Faircloth Farm
1.2 Print Land Owner's name: Percy Faircloth
1.3 Mailing address: 2475 Hayne Stretch Rd
City, State: Roseboro NC
Telephone Number (include area code): 531-3240
Zip: 28382
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): Farm is on left down SR1255 --2.5 miles.
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): Carroll's Foods Inc
1.8 Date Facility Originally Began Operation: 11/02/94
1.9 Date(s) of Facility Expansion(s) (if applicable):
2. OPERATION INFORMATION:
2.1 Facility No.: 82 (county number); 135 (facility number).
2.2 Operation Descnp onon Swine operation
Fe—edr to Finish
3520- Certified Design Capacity
Is the above information correct? es; F I no. If no, correct below using the design capacity of the facility
The "No. of Animals" should be the maxR?u:m num` Fr or which the waste management structures were designed.
Type of Swine
Wean to Feeder
Feeder to Finish
Farrow to Wean (# sow)
Farrow to Feeder (# sow)
Farrow to Finish (# sow)
No. of Animals Type of Poultry No. of Animals Type of Cattle No. of Animals
Other Type of Livestock on the farm:
Layer Dairy
Non -Layer Beef
'turkey
No. of Animals:
FORM: AWO-G-E 5/28/98 Page 1 of 4 82 -135

�' 2.3 Acreage cleared and available for application (excluding all required buffers and areas not covered by the application, f
system): 28.00 • Required Acreage (as listed in the AWMP):
2.4 Number of lagoons/ storage ponds (circle which is applicable):
2.5 Are subsurface drains present within 100' of any of the application fields? YES or NO (please circle one)
2.6 Are subsurface drains present in the vicinity or under the lagoon(s)? YES or O (please circle one)
2.7 Does this facility meet all applicable siting requirements? (Swine Farm Siting Act, i;�Or
dards,etc.) (Swine Only)
NO (please circle one)
What was the date that this facility's swine houses and lagoon were sited? S — S _ 99 S/
What was the date that this facility's land application areas were sited? 44 _ 7
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.
Applicants Initials
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
field locations where animal waste is land applied;
3.3 Two copies of the entire Certified Animal Waste Management Plan (CAWMP). If the facility n �i
does not have a CAWMP, it must be completed prior to submittal of a general permit �` I
application for animal waste operations.
The CAWMP must include the following components:
3.3.1 The Waste Utilization Plan (WUP) must include the amount of Plant Available
Nitrogen (PAN) produced and utilized by the facility.
3.3.2 The method by which waste is applied to the disposal fields (e.g. irrigation,
injection, etc.)
3.3.3 A map of every field used for land application.
3.3.4 The soil series present on every land application field.
3.3.5 The crops grown on every land application field.
3.3.6 The Realistic Yield Expectation (RYE) for every crop shown in the WUP.
3.3.7 The PAN applied to every land application field.
3.3.8 The waste application windows for every crop utilized in the WUP.
3.3.9 The required MRCS Standard specifications.
3.3.10 A site schematic.
3.3.11 Emergency Action Plan.
3.3.12 Insect Control Checklist with chosen best management practices noted.
3.3.13 Odor Cool Checklis-, with chosen best managemer. practices noted.
3.3.14 Mortality Control Checklist with the selected method noted.
3.3.15 Lagoon/storage pond capacity documentation (design, calculations, etc.). Please be
sure to include any site evaluations, wetland determinations, or hazard classifications
that may be applicable to your facility.
3.3.16 Operation and Maintenance Plan.
If your CAWMP includes any components not shown on this list, please include the
additional components with your submittal.
FORM: AWO-G-E 5/28/98 Page 2 of 4 82 - 135

Facility Number: 82 - 135
Facility Name: Percy Faircloth Farm
4.
S CERTIFICATION:
1, (- V F 14 l R C 10+h (Land Owner's name listed in question 1.2), attest that
this application for k E K C y ��Q [ R ( I-Vt I'A 6ffX (Facility name listed in question 1.1)
has been reviewed by and acc wand—complete-�thee�best ofmy knowledge_ I understand that if all required parts of this
application are not completed and that if all required supporting information and attachments are not included, this application
package will be returned to me as incomplete.
Signature
Date & — / 7,745
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 by me and is accurate and comp ete to the besi of my kna.-ledge. i unde,-,aand that if all required pars 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
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 5/28/98 Page 3 of 4 82 -135

Department of Envirorimont,
Hoch vend Nc*wai Rtw"oes
Dtvispion of Environmental Mamgw ent
James a. Hunt, Jr., Governor
JonaVmn B. Howes, Secretory
A Preston Howdtd, Jr.. P.E., Dkv&or
IIVSnUCTIONS FOR CERTZFICA71ON OF APPROVED ANIMAL WASTE MANAGE14M" PLANS FOR
NS'n' OR EXPAITJED A11=4AL WASTE MA23: EXIMY: SYSTEMS SERV:NG FEEpi3OTS
j:��3�i�.; ate: r�-►�•r. �.: �
In order to be, deemed permitted by the Division of Environdental Management
(DEK). the owner of any new or expanded animal waste management system
constructed after January 1, 1994 which is designed to servo greater than or
equal to the animal populations listed below is required to submit a signed
certification form to OEM blZA= the new animals are stocked on the farm.
Pasture operations are exempt from the requirement to be certified.
100 head of cattle
75 hcrsea
sso swine
1,000 sheep
30,000 birds with a liQaid waste system
The certification must be signed by the order of the feedlot (and manager if
different from the owner) and by any technical specialist designated by the Soil
a:.d Water Conservation Commission pursuant to 15A NCAC 6F .0001-.0005. A
technical specialist must verify by an on -site inspection that all applicable
design and -construction .standards and ■pecificationa are met as installed and
that all applicable operation and maintenance standards and specifications can
be met.
Although the actual number of animals at the facility may vary from time to time,
the design capacity of the waste handling): system should be used t-o determine if
a farm is subject to the certification requirement. For example, if the waste
system for a feedlot is designed to handle 300 hogs but the average population
will be 270 hogs, then the waste management system requires a certification.
This certification is required by regulations governing animal waste mane;ement
systems adopted by the Environmental Management Co=ission 1E=) on December 10,
1992 (Title 15A t.CAC 2H .0217) .
C�_71V7!7A�101t>!S
On the reverse side of this page is the certification fora .rich must be
submitted to DEr! before new animals are stocked on the farm. Assistance in
coa:Pleting the form can be obtained from one of the local agricultural agencies
such as t! a soil and water corse^-ation district, the USDA -Soil Cznsarvation
Ser.rice, or the t1.c. Cooperative Extension Service. The form should be sent to:
Department of Environment, Health and
Division of _.vironmerital Management
Water Quality Section, Planning Branch
P.O. Box 29535
Raleigh, N.C. 27626-053S
Phone: [phone]
Fors :..: ACt7)r,3019 4
Natural Resources
Steve W. Tedder, Chief
Water Qu
ality Section
Cate: �ti_1ff3
PA. Box 29535. Rde+Qh, North Ccrorw, o 27426 75 Si Telephone [phone] - FAX [phone]d96
An Equd QooWuvty Aftmative Act►, n irr+ployer SM rec yesd/ 10% pcl-c ona net peow

- An III I & I PLSX C=kTI1ZGTXOW "M Wf OR„ UVA�
�le+aa• sf+ is.r� ams t• the Dinis+iew of ■atixv�tai Vansfai oat at
they' tiffs geese.
Kama o f iaw-11f4l`ffoll f tu3.._..-.�,_ F R E Y F A 1 R C} O T H_ F AgL'i. _—
Address s'
Phone No.:. gin _511-324n
County
Farm location: Latitude and Longitude: /-ter /_ (roquired) . Also,
please attach a copy of a county road snap witT loca§J f& identified.
Type of operation (swine. layer, dairy, etc.):
Design capacity (number of animals):
Average size of operation'(12 month population avg.)s
Average acreage needed for land application of waste (acres) 213
aaawarwraasaaswwawaraaawrr�wawasarrswasrasaaa as aaawraaar��wasawwarawwsaa wwaarw
Techaical specialist Ceztificatioa
As a technical specialist designated by the North Carolina Soil and water
Conservation Commission pursuant to 15A NCAC 6F .0005, 1 certify that the n'iw or
exp nded animal waste management system as installed for the farm named above
has an animal waste management plan that meets the design, construction,
operation and maintenance standards and specifications of the Division of
Environmental Management and the USDA -Soil Conservation Service and/or the North
Carolina Soil and Water Conservation Commission pursuant to 15A NCAC 2H.0217 and
15A NCAC 6F .0001-.0005. The following elements and their corresponding min-J=,t
critor --a-haar�een verified by me or other designated technical specialists and
are included in the plan as applicable: minizaum separations (btffers); liners or
equivalent for lagoons or waster storage ponds; waste storage capacity; adequate
quantity and amount of land for waste utilization (or use of third party); access
or ownership of proper waste application equipment; schedule for timing of
applications; application rates; loading rates; and the control of the discharge
of pollutants from storstwatar runoff events less severe than the 2S-year, 24-hour
storm.
xeme of Techaical 8peeia1 USUA (S�fl�'�T��T` HERMAN 0 RIGGS
Affiliation:
Address (Age7_!lcyly,)': Phone 1,o. -
Signature: 4^ °T.._� Date:;L
awarrwrrrrsaassaassasassasssrsss�aswsssasasassrsssssrsaasssa�ararsaswrsa
Owner/Manager Agreement
1 (we) understand the operation and maintenance procedures established in the
approved animal waste management plan for the fa_-.n named above and will implement
these procedures. 1 (we) know that any additional expa.^.sion. =o the existing
design capacity of the waste treatmment and storage system Cr ccnstr,:_tion of new
facilities will require a new certification to be submitted to the Division of
Lnvironmental Management 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 either through a man -mace _Cnvevance or through
runoff f_= a stcr= e-ent less severe than. tLe 25-year, Z4-hour stor.n. The
approved plan will be filed at the farm and at the of-`i=e Cf t^e iCcai s"oil arc
water Conservation District.
Ham* of Land Owner (Please print): PERCY FATRCLOTH FARM
Signatures e�c( 1- rzA� Date: _zz
Haas of if different from owner (Please print):
Signature:._.._ Date:
ng:a: A change in land ownership requires notification or a new certification
,i_` t:e approved plan is changed} to be submitted to the Divi#ion of
£n:'iror_nencal Management within 60 days of a title transfer.
D.4 USE :2I-..Y:AC-;r, *

.Swine Farm Waste Management Odor Control Checklist
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Recommended best m000&no�co{pn"lics�
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ti+urrcc
Clause
IIMI's In 1t'linillll'U' 041or J Siie specific 111-,ldices uJ
f Oil 01 ,l ilInllll,CS a1
0
Agitation c1111ing ►VdS1Cwa1er
n
Emend discharge poinl of pipes underneath — - — - -- —�
IilLunll
conveyance
lags on ll(plld level
l iLmill Suf lilces
•
Volillllc j_;i15 emissiolls;
Proper lagnmr liquid Capacity;
•
Hiolllgical mixiol;;
IX
Con-ect lagoon slalfill) proccelure=s;
•
Agllililfln
lx
1lrinllllllklR SI1ffNCe arCa-Itl-Vollnne rillnl;
n
minir im, agitation wltetl-punlhing,
n
I4lechalllcal acfalioll;
f l
I'rovcll hiolr,l;icill adililivcs
IItit. it[ 1 111 Split l.lL!r
•
IIit'll Ill cssulc agiliklioli;
Fr
hiigale ou dry days wilh lilde or no wind-, -- - --- - `--- - ____------_-_--
Ilul/ICS
•
Willi] ill 'lII
-Millialliol revolmlielidell operating plesslktc;
n
Pump intake near lagoon liclllid surfac:t
f-1
Pump fiom second-slage lagoon
tiin1 All jlir in ---_--
I'iulii,l luicnlhial f1vuon,Iu,Silinn;
n
linitonl or midlevel lniuhnt;;---.-_-__--
s"'t''�e
Klixing, while Idling;
n
rank covers;
•
At italiun wlleri emptying
n
Iliisio surface mats nrs,iiiis;
r]
Proveit hiologival m1dilives or oxidants
,` Clflllll; larlltl t lltlifLC
•
ilmlial 1111cloitiill 11ccnlliplksilioll;
C:1
I?xICI1d dritillpipC 01111CIS nntlCllll:ilth liclnill
•
Mixing while liilileg;
level;
•
Al;klaliml wllcil clliplyllig
n
Rcillove seitled Solids regulally
Ai none, ,lulry ur slnllttc
.
At;italiun wllcn sIll euJini;;
n
Soil illjccliun nrslulry/Sludges;
�,I�allcl uuHl:f,
Volinile gas cmissinus
n
Wash residual 111 amne l;om spreader tiller lase;
171
Proven hiologu:al addilives or oxidullis
I IllruvciclI nliulnle,
•
Volatile is colissiuns while
gas
O
- -- - -
soil iks.jeeiiun urslu�rylsludges
;1uc11' or,slu,ll,e tillli�l,i
{lrpint;
n
Soil incorporalinn within 18 hts.;
r1
Spread III Ilkttl liflllurlll lilyCI'S liar r;ll,ill Ihyint;;
f]
Proven hiclogical additives or oxidanis
[ ),:.Ill Alliur,ik
Cwcass decomposition
I'roper disposilion of cal lasses -- - - — --- -- ----
Oc.01 inlllnhll Ill',1140AI -
—�
- t:ilrea55 11CcompUSlllnll
n
Compleic coverlllj; of cmCilSses III 1MIi;ll piss;
Fl
Proper Ioc:iltionlconstru+ainn ofdisposal Ails
In,.lnctat,u:.
Ilae:uull,l,ae eunli,ustiltll
CI
secflndar}' stack hurncls
,,t.1i If' - tam-cnil,cr I I, 1996. Page d

Som ce—._ .. Cause 11ht1'a to hlhein►ir.c Illlnr.Sile !,'llcrilir I'e:lclires
St,uuli Ig water a(nunll • Inl1uo11e:r drainal;C; (irade; an( lan(iseahe such Ihat %vttler drains --------� --- ----� '-
tocilitics . Microl+ial decomllositinn of away from Glcililies
organic loaner
I.1n11111C 11ac of i111111 • 1 oody inaIIllabol access ioac 5 J I'(IR OCCCSS FOad 1nilnitC"MCC
lmhliL 1ua11s 64)111 fault
u1 l ns
Addiliunal lofnlnnllion : Avaikhi(. Elam
1?I Slsille t\1 unu� hlau;ltcnlent ; f1(1 Iiulcllmli' I'acke:l NCSI), (:uurlty I.All:rliinn Ccill1•1
S) -iliC PIOLIn�lillli I alm I'utcnlial ( Idor Sotuces and Remedies ; iillAli Fact Shed MAD I - HAE
Swine I'milUcliml facility Mlanure Mamigument: Pit Itecllarge - Lagoon I realmenl ; FIIAI: 128-88 MITI I - HA 1:
Swine: 111odtictiou Facity Manure Management: l.lnderllaor Fhtsh - lAgomi "Ifeallnent ; FBAR 129-88 KH:SI I - IIAIi
I.st;nuu Dw.igll mid Manaymcm for Livestock Mlanute Ticalme:nt and Slorll;e ; I:IIAF III3-ti7 NCM l - HA I{
('a11illalion of Klilll(IIC will wastewater APplication F(joilm tmi ; I?IIA1? I-acl Sheol 1•I(•SI I - IIAI:
( "muolling ( Mors 11(1111 Swine Buildings ; I'll1-33 NET" - Swine Iil;lMS61l
I:nvi111nmcwal Assurolce 11iogram , N1'11C Manual HC Polk I'loduccls Assue
( 116 us Im Nianaghtg (h1ur.; a relmn lions the: SwWc ( )dor 1Qk Force NCM I AJ;I i ( •unununica6mv.,
lhw.mice ('nncc(us iu Arlilmal Alamue hlanagenlcnt: (Mors an(l Flies. ; 111(0I117, 1905 C'oufeimcc I'roceedhip Flolilla Coopewlive I:Hlcusiun

Insect Control Checklist for Animal Operations
Simi -CC [`'Ouse 1IMPs to Control Insects Site Sperifie I'c'aclices
1.illuid SYStellls
I:Irrsh (ictllers� Accumulation ofsolids
CI Flush system is designed and operaled r
sufficiently to remove accuntnlaied solids from
gutters as designed.
n- Remove bridging of accn auhled solids ;it
discharge
I_i,gnnns soul fits Crusted Solids _ Mairttairt lagoons, settling basins and Nils where - _ - - --
pest breeding is apparent to minimize the
crusting of solids to a depth of no MOM Ilan 6 -
_ 6 inches over more than 30% of stn face.
-I:)'ccS!Jve Vegclu(ive Dmlyiclg vegetation Vf Maintain vegetative control afoul; banks of
t ilnwlll lagoons and other impoundments to prevent
acclnmllation of decaying vegetative numer
-doug watel's edge oil impourulmenl's perimeter.
Dry Systems
�c ice:, - --� • Deed Spillage �T Design, operale trod maintain feed syslems
bunkers and Imughs) to minimize the
accunlydaliun of decaying wastage.
Qf Clean ult spillage on a Mllinc basis (e.g., 7 - If)
day interval during snnuuer, 15-30 day interval
during Wilder).
Deed Stillilue Accumidmions of feed residcies n Ite dl= moislore accumululion wilbin and
scrnur►d immudiule perimeter of lied slonlge
ccreas by insurhlg drainage away I'rum rile
and/or providing adeynate contninme m (e.g.,
covered bin for hrewer's grain aid similar hil;ll
moisture grain prodlIcls}.
f'l Inspect for and reprove or break up mx1mild,,led
solids in filler strips around Iced storage as
needed.
AMIC - NoVelllber 11, 1996. Page 1

tiiinrce Cause IIN IS to Control Insects. — _ Site Specific Praclices
AnituaI I loldiiig Arcas Accumnlalians of animal wastes Cl Eliminate low areas Iltat Irap moislure along
and feed wastage fences and other locations where waste
accumulates and disturbance by unimals is.
minimal.
C1 Maintain fence rows and filler strips inmind
animai holding areas In minimize
accimmialions of wastes (i.e., inspect for and
remove or break up accumulated solids as
needed).
NY hLamIL: I landling • ACCmmMlalinnS of iutimal wastes
Sysleuis
C7
Itemove spillage on a routine basis (e.g., 7 - 10
day interval during summer; 15-30 day interval
during; winter) where manure is loaded for land
application or disposal.
Provide for adequale drainage aromid manure
stockpiles,
CI Inspect for and remove nr break up accimmIaled
wastes in filler strips around stockpiles mid
manure handling areas as needed.
For more in(tinwition contact the Cooperalive Extension Service, i)epatoucut of linlomnlogy, 13ox 7613, Nnrtlti Carolina Slate I li iversiiy,
ltalcigh, NC, 27695-7613.
A AI It ; - Naivem1wr 11 , 1996, Page 2

EMERGENCY ACTION PLAN
PHO`l; NT.XIBERS
DW Q (919) 733-SO83
EMERGENCY M.-_NACENENT SYSTEM (910) 592-89%
SW' CD (910,) 592-7963
INN RCS [phone]
This plan will be implemented in the evert that wastes from your operation are lea-kinz.
overrlowing, or running off site. You should not wait until wastes reach surfac4 waters or
leave vour property to consider that you have a problem. You should make every effort to
ensur.- that this does not happen. This plan should be posted in an ac_essiale location for
all employees at the facility. The following are some action items you should take.
1. Stop the release of wastes. Depending on the situation. this may or may not be
possible. Suggested responses to some possible problems are listed below.
A. Lagoon overflow -possible solutions are:
a. Add soil to berrn to increase elevation of darn.
b. Pump wastes to fields at an acceptable rate.
c. Stop all flows to the lagoon immediately.
d. Call a pumping contractor.
e. Make sure no surface water is entering lagoon.
B: Runoff from waste application field -actions include:
a. Immediately stop waste application.
b. Create a temporary diversion to contain waste.
c. Incorporate waste to reduce runoff_
d. Evaluate and eliminate the reason(s) that caused the runoff.
e. EvaIuate the application rates for the fields whe.-e runoff occurred.
C: Leakage from the waste pipes and sprinklers -action include:
a. Stop recycle pump.
b. Stop irrigation pump.
c. Ciose valves to elirinate further discha-Ze.
d. Reaair all Iealks p-ior to reszartin�_ pumas.
D: l_.akace from r1us k systerns, houses. solid j,�p:-1ra!0r=-2':::0n �nClude:
:1. Slop recvc!e- our;p.
b. Stop irrigation purnp.
N1:.'I:e sure no siphon occurz
�. Si+Jp '211 tlowz in i!]� .iOLsz_ .'u_n

v,.
e. Repair all leaks prior to restarting pumps.
E: Leakage from base or sidewall of lagoon. Otter this is seepage as opposed to
flowing leaks- possible action:
a. Dig a small sump or ditch away from the embankment to catch all seepage.
put in a submersible pump, and pump back to lagoon.
b. If holes are caused by burrowing animals. trap or remove animals and fail
holes and compact with a clay tape soil.
c. Have a professional evaluate -the condition of the side walls and lagoon
bottom as soon as possible_
2. .assess the extent of the spill and note any obvious damages.
a. Did the waste reach anv surface waters?
b. Approximately how much was released and for what duration?
c. Any damage noted. 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 of the property)?
h. How much reached surface waters?
3: Contact appropriate agencies.
a. During normal business hours, call your DWQ (Division of Water Quality)
regional office: Phone - - . After hours, emergency number. 919-733-39'.2.
Your phone call should include: your name, facility, telephone number, the details
of the incident from item 2 above, the exact Iocation of the facility, the Iocation or
direction of movement of the spill, weather and wind conditions.' The corrective
measures that have been under taken, and the seriousness of the situation.
b. If spill Ieaves property or enters surface waters, call Iocal EMS Phone number -
c. Instruct EMS to contact local Health Department.
d. Contact CES, phone number - - , local SW CD office phone number
and local tiRCS office for advicetechnical assistance phone number - -
s: If none of the above Forks call 911 or the Sheriff s Department and explain your
problem to them and ask that person to contact the proper agencies for you.
Contact the contractor of your choice to begin repair of problem to minimize off -site
damage.
a. contractors \ame: V 3Q P S
b. Contractors Addre": !7 '] f�

5: Contact the technical specialist «ho certified the lagoon (MRCS, Consulting
Engineer. etc.l
a. lame: AP G n G 4 5
b. Phone:
is Implement procedures as advised by DWQ and technical assistance agencies to
rectifv the damage. repair the system. and reassess the waste management plan to
ke_p problems with release of wastes from happening again_

-lortality Management `Iethods
(check- which methods) are being implemented)
_! Burial three fee: beneath the surface of the around within ?-1. hours after
knowledge of the death. The burial must be at Fast 300 feet frorn any fiowinQ
stream or pubiic body of water.
Rendering at a rendering plant licensed under G.S. I05-163. i
:.1 Complete incine aricn
In the case of dead poultry only. placing in a disposal pit of a size and design
approved by the Department of AQrculture
7 Any method which in the professional opinion of the State Ve:eninarian would
make possible the salvage of part of a dead animals value without endangering
human or animal health_ (tivrtten approval of the State Ve:e:inarian must be
attached)
W.

ANIMAL WASTE UTILIZATION PLAN
Producer: PERCY FAIRCLOTH
Location: 2475 HAYNE STRETCH ROAD
ROSEBORO NC 28382
Telephone: [phone]
Type Operation: Existing Feeder to Finish Swine
Number of Animals: 3520.00 hogs
(Design Capacity)
STORAGE STRUCTURE: Anaerobic Waste Treatment Lagoon
APPLICATION METHOD: Irrigation
The waste from your animal facility must be land applied at a
specified rate to prevent pollution of surface water and/or
groundwater. The plant nutrients in the animal waste should be used
to reduce the amount of commercial fertilizer required for the crops
in the fields where the waste is to be applied.
This waste utilization plan uses nitrogen as the limiting nutrient.
Waste should be analyzed before each application cycle. Annual soil
tests are strongly encouraged so that all plant nutrients can be
balanced for realistic yields of the crop to be grown.
Several factors are important in implementing your waste utilization
plan in order to maximize the fertilizer value of the waste and to
ensure that it is applied in an environmentally safe manner:
1. Always apply waste based on the needs of the crop to be
grown and the nutrient content of the waste. Do not apply
more nitrogen than the crop can utilize.
2. Soil types are important as they have different infiltration
rates, leaching potentials, cation exchange capacities, and
available water holding capacities.
3. Normally waste shall be applied to land eroding at less than
5 tons per acre per year. Waste may be applied to land
eroding at 5 or more tons per acre annually, but less than
10 tons per acre per year providing that adequate filter
strips are established.
4. Do not apply waste on saturated soils, when it is raining,
or when the surface is frozen. Either of these conditions
may result in runoff to surface waters which is not allowed
under DWQ regulations.
Page: 1

ANIMAL WASTE UTILIZATION PLAN -
5. Wind conditions should also be considered to avoid drift and
downwind odor problems.
6. To maximize the value of the nutrients for crop production
and to reduce the potential for pollution, the waste should
be applied to a growing crop or applied not more than 30
days prior to planting a crop or forages breaking dormancy.
Injecting the waste or disking will conserve nutrients and
reduce odor problems.
This plan is based on the waste application method shown above. if
you choose to change methods in the future, you need to revise this
plan. Nutrient levels for different application methods are not the
same.
The estimated acres needed to apply the animal waste is based on
typical nutrient content for this type of facility. Acreage
requirements should be based on the waste analysis report from your
waste management facility. In some cases you may want to have plant
analysis made, which could allow additional waste to be applied.
Provisions shall be made for the area receiving waste to be flexible
so as to accommodate changing waste analysis content and crop type.
Lime must be applied to maintain pH in the optimum range for specific
crop production.
This waste utilization plan, if carried out, meets the requirements
for compliance with 15A NCAC 2H .0217 adopted by the Environmental
Management Commission.
AMOUNT OF WASTE PRODUCED PER YEAR (gallons, ft3, tons, etc.)
3520 hogs x 1.9 tons waste/hogs/year = 6688 tons
AMOUNT OF PLANT AVAILABLE NITROGEN (PAN) PRODUCED PER YEAR
3520 hogs x 2.3 lbs PAN/hogs/year = 8096 lbs. PAN/year
Applying the above amount of waste is a big job. You should plan
time and have appropriate equipment to apply the waste in a timely
manner.
The following acreage will be needed for waste application based on
the crop to be grown, soil type and surface application.
Page: 2

ANIMAL WASTE UTILIZATION PLAN
TABLE 1: 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
1704
1
Au
BH
5.5
275
0
15
4125
I
MAR-OCT
1704
12
1 Au
1704
3
1 Au
1704
4
1 Au
1704
5
1 Au
END
BH
I
�5.5
1275
BH
5.5
I
1275
BH
5.5
I
�275
BP
4.1
205
I
I
0 45
1123.75
MAR-OCT
0 1
1
1275
MAR-OCT
0 12
3300
MAR-OCT
0 3.4
1697
MAR-OCT
TOTAL18520.75
- 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.
Page: 3

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
FIELDI
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
TOTALED
Indicates that this field is being overseeded (i.e. interplanted) or
winter annuals follow summer annuals.
** 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
BP
HYBRID BERMUDAGRASS-HAY
HYBRID BERMUDAGRASS-PASTURE
TONS
TONS
50
50
TOTALS FROM TABLES 1 AND 2
ACRES LES AW N USED
TABLE 1 31.85 8520.75
Page: 4

TABLE 2
TOTAL
ANIMAL WASTE UTILIZATION PLAN
0
1 31.85
O
8520.75
*** BALANCE 1-424.75 1
--------------------
*** This number must be less than or equal to 0 in order to
fully utilize the animal waste N produced.
Page: 5

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.
SLUDGE APPLICATION:
The waste utilization plan must contain provisions for periodic land
application of sludge at agronomic rates. The sludge will be nutrient
rich and will require precautionary measures to prevent over application
of nutrients or other elements. Your production facility will produce
approximately 1302.4 pounds of plant available nitrogen per year in the
sludge.
If you remove the sludge every 5 years, you will have approximately 6512
pounds of PAN to utilize. Assuming you apply this PAN to hybrid
bermudagrass hayland at the rate of 300 pounds of nitrogen per acre, you
will need 21.7066666667 acres of land. If you apply the sludge to corn at
the rate of 125 pounds of nitrogen per acre, you will need 52.096 acres
of land. Please be aware that these are only estimates of the PAN and
land needed. Actual requirements could vary by 251 depending on your
sludge waste analysis, soil types, realistic yields, and application
methods.
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
Page: 6

ANIMAL WASTE UTILIZATION PLAN
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.
1
Tract I Field I Soil Type
1704 1 1
I-
1704 l 2
I-
1704 l 3
I-
1704 14
I-
1704 15
I -
Au
I
l Au
I
I Au
I Au
I Au
Crop
I
I BH
l BH
(Application RatelApplic. Amount
I (in/hr) l (inches)
0.60
l 0.60
I
BH
0.60
BH
I 0.60
BP
I 0.60
I
*0.96
*0.96
*0.96
*0.96
*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 160.00 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.
Page: 7

ANIMAL WASTE UTILIZATION PLAN
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
Page: 8

WASTE UTILIZATION PLAN
REQUIRED 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.
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.
Page: 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.
Page. 11

ANIMAL WASTE UTILIZATION PLAN
WASTE UTILIZATION PLAN AGREEMENT
Name of Farm:PERCY FAIRCLOTH FARM
Owner/Manager Agreement
I (we) understand and will follow and implement the specifications
and the operation and maintenance procedures established in the
approved animal waste utilization plan for the farm named above. I
(we) know that 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: PERCY FAIRCLOTH
(Please print)
a r
Signature: ��� .. �- Date
Name of Manager(I€ different from owner):
Signature:
Date:
Name of Person Preparing Plan: (Please print)Wllson Spencer
A€€iliation:NRCS Phone No.
Address (Agency): 84 County Complex Rd.
Clinton NC 28328
Signature: c�l� 1�� Date:
1;
J
Page: 12

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I
IV
Operator:CAROLYN FAIRCLOTH County: SAMPSON WATER JA T DfON 10/5/94
Distance to nearest residence (other than owner) : 'SEP 14 199 0" feet
1. AVERAGE LIVE WEIGHT (ALW)
❑ sows (farrow to finish)
x 14 :Y9n-Q%k[ge p.,,,,9
0
lbs
0 sows (farrow to feeder)
x 522 lbs. =
0
lbs
3520 head (finishing only)
x 135 lbs. -
475200
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 =
475200
lbs
2. MINIMUM REQUIRED TREATMENT VOLUME
OF LAGOON
Volume = 475200 lbs. ALW x Treatment Volume(CF)/lb. ALW
Treatment Volume (CF) /lb. ALW
= 1 CF/lb. ALW
Volume = 475200 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0 cubic feet
4. TOTAL DESIGNED VOLUME
Inside top length (feet)---------------------
404.0
Inside top width (feet)----------------------
213.0
Top of dike elevation (feet)-----------------
57.8_
Bottom of lagoon elevation (feet)------------
45.8
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 3.0 398.0
207.0 11.0
AREA OF TOP
LENGTH * WIDTH =
398.0 207.0
AREA OF BOTTOM
LENGTH * WIDTH =
332.0 141.0
AREA OF MIDSECTION
LENGTH * WIDTH * 4
365.0 174.0
82386 (AREA OF TOP)
46812 (AREA OF BOTTOM)
254040 (AREA OF MIDSECTION * 4)
CU. FT. = [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
82386.0 254040.0 46812.0 1.8
Total Designed Volume Available = 702603 CU. FT

5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
404.0 213.0 86052.0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 86052.0 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 = 475200 lbs. ALW/135 lbs ALW * 1.37 gal/day 160 days
Volume = 868032 gals. or 116047.1 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 = 50197.0 cubic feet
5D. Volume of 25 year - 24 hour storm
Volume = 7.0 inches / 12 inches per foot * DA
volume = 50197.0 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 116047 cubic feet
5B. 0 cubic feet
5C. 50197 cubic feet
5D. 50197 cubic feet
TOTAL 216441 cubic feet

IA
,. 6. SUMMARY
r
Temporary storage period====================>
180
Rainfall in excess of evaporation===========>
7.0
25 year - 24 hour rainfall==================>
7.0
Freeboard===================================>
1.0
Side slopes=================================>
3.0
Inside top length===========================>
404.0
Inside top width============================>
213.0
Top of dike elevation=======================>
57.8
Bottom of lagoon elevation==================>
45.8
Total required volume=======================>
691641
Actual design volume========================>
702603
Seasonal high watertable elevation (SHWT)===>
49.0
Stop pumping elev.__________________________>
53.9
Must be > or = to the SHWT elev.==========>
49.0
Must be > or = to min. req. treatment el.=>
51.8
Required minimum treatment volume===========>
475200
Volume at stop pumping elevation============>
478655
Start pumping
56.1
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr - 24 hr rainfall===>
652406
Volume at start pumping elevation===========>
645818
Required volume to be pumped================>
166244
Actual volume to be pumped==================>
167163
Min. thickness of soil liner when required==>
1.8
7. DESIGNED BY:
DATE:
APPROVED BY:
DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:
0 rQ LA-� z:�zv�,-
days
inches
inches
feet
1
feet
feet
feet
feet
cu. ft.
cu. ft.
feet
feet
feet
feet
cu. ft.
cu. ft.
feet
cu. ft.
cu. ft .
cu. ft.
cu. ft.
feet

RECEIVED
g
OPERATION & MAINTENANCE PLAN WATER QUALITY SECTION
Froper lagoon liquid management should be a year-round priority. It is e85PcJa4.1998.
important to manage levels so that you do not have problems during extended rainy and
wet periods. - Non -Discharge Parmitting
Maximum storage capacity should be available in the lagoon for periods when the
receiving crop is dorman,,.(such as wintertime for bermudagrass) or when there are
extended ra,nv spells such a5 the thunderstorm season in the summer*irne. 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 fagoori liauid. 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 efrort 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 capaci�.-y before starting, to
irrigate does not leave room for storing excess v,,ater durins extended wet period;
Over=low from, the lagoon for any reason except a 7 j-year, 24-hour storm is a vio'ation of
state law and subject to penalty action;.
The routine maintenance of a Iagoon involves the following:
Maintenance of a vegetative cover for the dam.
Fescue or cormrnon 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.
Bruss, and trees on the embankment must be controlled. This may be
done by mowing, spraying, grazing, chopping, or a combination of
these practices. Ti is 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 chernicals coup harm the bacteria in the lagoon that are treating
the waste
Maintenance inspections of the entire lagoon should be made during the initial tilling of
the lagoon and at least monthly and after major rainfall and storrn 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:
T. undesirable vegetative growth
2. floating or lodged debris
Embankment --look for:
T. settlement, cracking, or "jug° holes
?• side slope 5tabiliry---slumps or dukes
3. wet or damp areas on the back slope
4. erosion due to lack of vegetation or as a res-�-h of wave action
�. rodent damage .
Larger lagoons may be subject to liner damage clue to wave a� ion caused by strong
wings. These waves can erode the lagoon sidewalls, thereby weakening t.-)e lagoon darn.
A good stand of vegetation will reduce the potential damage caused by wave action. if
wave action causes serious damage to a lagoon sidevval;, baffles in the 'agoon may be
used to reduce the wave irnpacts. -
nnv of these features could lead to erosion and weakenlrTg of tn- - arn. IT your lagoon has
any of these features, you should call an appropriate expert tamiiiar with design and
co^siruction 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 no, oe conducted unless
recommended by an appropriate technical expert.
Transfer Pumps --check for proper operation of:
7 . recycling pumps
2. irrigation pumps
Check for leaks, loose fittings, and overall pomp operation. An unusually loud or grinding
noise, or'a large amount of vibration; may indicate that the pump is in need or repair or
replacement.
NOTE: Pumping systems should be inspected and operated frequently enough so that you
are not completely "surprised" by equipment failure. You should perforrn your pumping
system. rnainter•ance 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 ful! 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 or 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�iructures. 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 ;agoon directly.
You should inspect your diversion system for he following:
1. adequate vegetation
2. diversion capacity
3.1 ridge berm he;oht

identified problems should be corre%--Led promptly. It is advisable to inspect your system
y 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 la oon just prior to when rain is predicted, and then
record the level again 4 to 6 hours after the rain fassuri3s 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 excessive!y, you may -
have an inflow problem fron a surface water diversion or there may be seepage into the
lagoon from the sur rounding land. '
Lagoon Operation
Startup: :
I . fmmediately after construction establish a complete sod cover on bare soil
surfac?s to 2VOld erosion.
2. rill new lagoon design treai.Ment volume a: least halls r`uII of water before
Ih'ds`.e loading begins, ial:lna care not s0 nrprMg lining or bank slopes.
.3. Drainpipes into the lagoon should have a flexible pipe extender on the
end of the pipe to discharge near the bottom of the lagoon during initial
filling or another means of slowing the incoming water to avoid erosion of
the lining.
4. When possible, begin loading new lagoons in the spring to maximize
bacterial establishment (due to warmer weather).
5. It is recommended that a new lagoon be seeded with sludge from a healthy
working swine lagoon in the amount of 0.23 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. 1 the pH falls below
7.0, add agricultural lir.-e at the rate of 7 pound per ' 000 dubic 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 :he lagoon several times daily are
optimum for treatment. Pit recharge systems, in which one or more buiidines are drained
and recurred each day, also work well.

1
Practice water conservation ---minimize building %A!ater.usage and
spillage rom leaking waterers; broken pipes and wasndown throu?h
proper maintenance and water conservation.
,'vEInlmize teed wastage and s lMage by keeping feeders adjusted. This
wiH reduce the amr;ount of solids entering the lagoon
Management:
Mla,in:air lagoon lic,uid level between the German-ent storage level arm;
t,�e full temporary storage level.
Place visible markers or stakes on the lagoon bank to show the
minimum liquid level and the.maximurr- liquid lever (Figure 2-1).
Start irrigating at the earliest possible date in the spring based? on
nutrient, require,meryts and soil moisture so
that temporary storage
will be maximized for the summer thunderstorm season. Similarly,
irr Egate in the late sumimer/early tali to provide r ax:mum lagoon
storage for the winter.
The lagoon liquid level -should never be closer than 1 foot to the lowest
point of the darn or errbankment.
Do not pump the lagoon liquid level leower'that the permanent storage
level unless you are removing sludge.
Locate float pump intakes approximately 18 inches underneath the liquid
5urrace. and as far away from the drainpipe inlets as possible.
Prevent additions of bedding materials, fang-s+Lernmed forage or vegetation,
molded feed, plastic syringes, or other foreign rnaterials into the lagoon.
Frequent lyremove solids from catch basins at end of confinement houses or
wherever they are installed.
Maintain strict vegetation, rodent, and varmint control clear lagoon edges.
7o not allow trees or ;arge bushes to grow or, lagoon darn or errbar:kment.
Remove sludge from the lagoon either when the sludge storage capacity is
VI or before it ?Ell; iQ percent of the permanent storage volume.
If animal production is fo be termina`ed, the owner is responsible for
obtaining and implernenting a closure p.an to eliminate the possibility or a
Pollutant discharge.
Sludge Removal:
Rate of lagoon sludge buildup can he re iuced by:
1

proper lagoon sizing,
mechanical solids separation of flushed waste,
gravity settling of flushed waste solids in ar, ap.propriatety designed basin,'or
- minimrzing feed wastage and spillage-
1_agoon sludge that is removed a:nnuatl}' rather than stored Ion- :errn w! is
have more nutrier:ts,
have more odor, and • .
require more land to property use the nutrients.
Removal techniques:
Hire a custom applicator.
Mix the sludge and lagoon liquid with a chopper-agi.aror impe.1jer
pump through largo -bore sprinkler Irriga_ion sys:err. orltp nearby cro!•'.a;1d.:
and soil, incorporate.
Dewater the upper part of lagoon by irriga*ion onto nearby cropland or
forageland; mix rerraining sludge; pump into liquid sludge appiica.or,-+,a:J
and spread onto cropland or forageland; and soil incorporate.
: Dewater the upper part of lagoon by irrigation onto nearby cropland or
forageland; dredge sludge from lagoon with dragline or sludge barge; berm
an area beside lagoon to receive the sludge so that liquids can drain back
into lagoon; allow sludge to dewater; haul and spread with manure spreader
onto cropland or forageland; and soil incorporate.
Regardless of the me`�hod, you must have the sludge material analyzed for waste
constituents just as you would your lagoon water. The sludge will contain different
nut -:ant 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 the: fie'd anal CA00
.requirement. Waste application rates will be discussed in detail in Chapter 3.
When renoving sludge, you must also pay attention to the liner to prevent da.maae. Close
atten.ion by the pumper or drag -line operator will ensure that'the lagoon liner remains
intact. 1' you see soli material or the synthetic liner material being disturbed, you should
stop t`ie activity immediately androt re,:Lj me until you are sure that the sludge can be
removed without liner injury. If the iiner 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 shob!d probably re 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 soii-test phospinores, it
should be applied only at rates equal to the crop removal of phosphon,;S. As with other
wastes, always have your lagoon si'udge analyzed for is nutrient value.
The application of sludge will increase the amount of odor at the waste application site.
ra preca'u*ion should be used to ohse ' e the wing? direction and other conditions which
could increase the concern of neighbor. _

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