430004_CORRESPONDENCE_20171231

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C ItOK
I lilt I GAT 1 (111 SPI C I IF I CAI I I)';*)
-ga-L-i
. . . . . . . . ... . . .
K; I t 'e YL;:'
un
ApIj I i L a
.roup
Soil type
:Avero-je-M6,J4tre
Noli-k it'd C.iolk Jidlt!
Difilth III :be
:frequency
I I uil
I
dild
5ui I
I1u1111nq
i1ps I IIIJI ly (it
by FJOI :1.11,35{1[1'U;
till Plat
Alll[,U111
Descr 111t ititi
lit!
111.1 L UPIC III
1rrj(jjtiuii:U,�e
ttate:Use
Period:
(III.)
F I
In.
In/Ua) jDays
(3}
(4 4
UO
:Well drained. Coastal Plain and
0.9
Go
-Alfalfa
2.5
1.20
.24
5
1.60
:terrace soils, with thick sandy
1.3
-Annual & Perrenpi i a I
1
.42
.14
3
.55
:surface layers and friable loamy
UFlowers
2.4
:Cotton
.11)
2.5
I,2U
-20
6
1.60
:subsoils-
3_U
:Corn, field
2.5
1.32
- Z?
6
1.75
.Autryville
3.04
:Gladioli
:Sunnier Perennials
1.0
1.5
.42
.72
.14
.24
3
3
.55
.95
-Daymeade
:nursery Crops. 1st yr.
1.0
.48
.16
3
.
65
:Blaney
:11ursery Crops, 2nd yr,
2.0
'90
.18
5
1.20
7
-Conetoe
:Orchards (bare)
3.0
1.60
.20
B
2.15
:Fuquay
:Or(cover)
01
3.0
1.44
24
6
1.90
Lucy
:Peanuts
2.0
.90
.18
5
1.20
-Kenansville
Peas, field
1.5
.72
IB
4
.95
:Pocalla
:Sweet Potatoes
2.0
.88
.22
4
1.15
:Tomahawk
:Small Grain or SoYbeans
2.0
.90.18
5
1.20
:Wagram
:Tobacco
1 5
.72
.18
4
.95
:Vineyards, cultivated
3.0
1.44
.18
a
1.90
:Vegetables, Group 1
1.0
.42
.14
3
.55
:Vegetables. Group 2
1.5
.70
.14
5
.95
:Vegetables, Group 3
1.5
.72
18
4
.95
-Vegetables, Group 4
2.0
.90
16
5
1.20
---------------
- - --
--------------- 7 ------------------
:Hell to moderately well drained
---------------------
1.2
-------
.35 .40
-----------------------------------------------------------------------
:Alfalfa
2.5
2.5
1.68
1.00
.24
9
2.25
2.4o
:Coastal plain soils, with sandy
2.0
2.11
;Cotton
:Corn. field
2.5
1.76
.20
.22
0
2.35
:surface layers and firin Clayey
3.6:gladioli
1.0
.56
.14
4
.75
:subsoils.
4.3
:Ladino Clover & Grass.
:Sumner Perrienials or
.0uplin
300
: Mixed Pay
1.5
.96
.24
4
1.30
:Faceville
.
:nursery Crops, ISL yr.
1.0
.64
.16
4
.85
:Magnolia
:nursery Crops, 2nd yr.
2.0
1.44
.18
1.90
:Magnolia
:Peanuts
2.0
1.44
.16
1.90
0
:Marina
;Peas. field
1,5
1.08
.18
6
1.45
.1rish Potatoes
1.5
1600
.20
5
1.35
1.75
:Sweet Potatoes
2.0
1.32
.22
6
8
1.90
:Small GI -din or Soybeans-
2.0
1.44
.18
1.45
:Tobacco
11.5
1.08
.10
6
75
:Vegetables. Group 1
1.0
.56
.14
4
:Vegetables, Group 2
1.5
.98
.14
1
1.70
:Vegetables, Group 3
1.5
1.08
.18
6
8
1.45
1.
:Vegetables. Group 4
2.0
1.44
.18
------------------------
-------------
----------------------------------------------------------
---------------
- -
---- ----------------------------------------
(Cuntinued)�ie
e. 1.
4 r

T L--Pll jjj.­1 h
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ji�2
e 'ai
rave er ��
rrigition
��I: � �I lf.,. � VIII .:��rLine Sy'ste S'',
ra ,:Ieriles
A a
TO
Hems"
Reel
...... .....
fe
M
4
11:1T
Tie.
tv

rx;:7
lima,
Turntable
Your First Choice
In 'Traveler Irrigation
The Pro -Line Series is fast becoming the most pop;dar Reel Rail
Traveier. There are three models available capable of appl�,ing 1
of water on from 50 to 85 acres per week. Each is simple to operas
with one calve controiing the amount of water applied. Standar,
features such as P.T.O. Rewind, Reel Speed Compensator, an,
Turntable oniy add to the ease of accurately operating Pro -Lin
Reel Rain Travelers.
11.1-,(1. Rewind
Standard Features
With Reel Rain irrigation ectupm.ent from ._\L-\.D:N_`
INDUSTRIES, you and votts dealer receive special al
tension from the fully equipped seen ice dep rtmen—
EachSer,,-iceTechnicianis train e:bythestaffey :4nee
that designed your :Reel Rain model.
You, first impressions upon examining any Reel Rai
Lraveier %till be one of sireng:h. solid con;.ruc.ion. an
expert attention to detail. All of whlich are backed up
a THREE :ear machine a array: andFI1'E yearpri
rated 'nose warranty.
Vnen eaulaped v. th an opzio-nal grsoiine drr: e. t.1
Elro-Line becomes a dual ouz•pose irriarato:. It's the ide
SyStem for applw-ialg s 1,Lr-ry pumred from. your bait-. ,
hog lagoons, plus a defendable `r l2ator for .ti-atenl
yo"Lr crops.
P.T.O. Rewind Three Year NVarranty
Turntable Larger Diameter Plumbing
Reel peed Compensator Mechanical Hose Guide
Ru{m,ed Frame Design Automatic Hese Retrieve Stop
'rurhine, GPIs, or Gas Hydrostatic Drives Available
If by chance you: re a rL, remeaLt are n
met by one of t e Pro -Line modeis. a.
Your dealer to shao,X you one of the maj
other moael, ma::ufactured b%1.k 1_, D
INDUSTRIES. Reel Rain Travelers a
available in models which %rill efl"icieni
irrigate from 7 to 300 acres per .vec
One of%vhichiNillbejustrightforyor ire
eration.
SPECIFICATIONS
Typical No. of Acres Flow Race
Model [-lone Length Hose I.D. Laine Spacing Covered in
N1.1n,1.ykr .
{Feu() (Inches) (,1'e� !;r One full Turbini-
1 LRas
P 103096i 3.10 240
1' 103()s 8;0 :3.10 240
P 1102- 851) 21,51) 181)
111111 1101h.antl Rd. 1'.0. llu\ 1833 iuffolk. `A 2-1-s34 U.5.A
1'hiecu• .141ti! _?9.1f:- Fa\•13+i �It•I•i7R,J
Time For
One full, Applying V
or Nvnter (Mrs.)
Turbine ) Crus
;.,S4 275 1 :3114 9.57
3.20 29�* 336 7.97
3.50 I 161, 181 10.33
Nelson Gun
and Pressure
8140 11150SIV80 PSI
6.99 P150M,80 PS1
9.50 11100SW80 t'S'
17111 l;(loLh Slapper 111%x1, I'.U. 1iw, 2G57 11han%. (;.\ J170(- L.`
I'll, uiv-101-,! 17 Pa. • i"t _)
d�

• '_ _ �. s If 4 10301 ,:ml:,D ���:� .. �: �,I�I�C�.�1.1'1"1 JIJ517 � r ������5
CHARTS
NOZZLES
How to use this chart
For an explanation on how to use the charts see "Using the Charts" chapter 4, page 4-3.
i
GPM CHART FOR NELSON P150 SR GUN
P.S,I
Ring
86"
Ring
97"
Ring
1.08"
Ring
1.18"
Ring
1.26"
Ring
1.34"
Ring
1.41"
GPM
DIA.
GPM
01A.
GPM
DIA.
GPM
DIA.
GPM
DIA.
GPM
DIA.
GPM
DIA.
50
100
245'
130
265'
265
285'
205
300'
255.
320'
300
335'
350
350'
60
110
260'
143
280'
182
300'
225
315.'
275
335'
330
350'
385
365'
70
120
270'
155
290'
197
310'
245
330'
295
350'
355
365'
415
380'
80
128
280'
165
300'
210
320'
260
340'
315
360'
380
380'
445
395'
90
135
290'
175
310'
223
330'
275
350"
355
370'
405
390'
475
405'
100
143
300'
185
320'
235
340'
290
360'
355
380'
425
400'
500
415'
110
150
310'
195
330'
247
350'
305
370'
370
390'
445
410'
525
425'
120
157
315'
204
335'
258
360'
320
380'
385
400'
465
420'
1 545
435'
i
GPM CHART FOR RELSON P100 SR GUN
Ring
.86"
Ring
.97"
Ring
1,08"
Ring
1.18"
Ring
1.26"
Ring
1.34"
Ring
1.41„
GPM
DIA.
GPM
DIA.
GPM
DI.A.
GPM
DIA.
GPM
DIA.
GPM
DIA.
GPM
DIA.
50
74
220'
88
225'
100
230'129
250'
150
250'
150
255'
167
260'
60
81
235'
96
240'
110
245'
1125
?60'
.141
270'
164
275'
183
280'
70
88
245'
104
250'
118
260'
135
275'
152
290'
177
295'
198
300'
80
94
225'
111
265'
127
275'
145
285'
163
300'
169
305'
211
315'
90
99
265'
117
275'
134
285'
154
295'
173
1310'
201
315'
224
325'
100
105
270'
124
280'
142
295'
162
305'
182
.320'
212
325'
236
335'
110
110
275'
130
290'
149
305'
170
315'
191
325'
222
335'
248
345'
6-13

T
N
i" Caculations based on 80 PSI gun discharge pressure with wind allowance of 65% and 75%.
A& Anb,* ASADrr••aa001
DETAILED DEPTH OF WATER VS. TRAVEL SPEED CHART
FLOW
LANE
HOSE SPEED IN FEET
PER MINUTE
RATE
SPACING
G.P.M
(FEET)
0.75
1
1.25
1.5
1.75
2
2.5
3
4
5
6
8
10
12
100
170
1.26
0.94
0.76
0.63
0.54
0.47
0.38
0.31
0.24
0.19
0.16
0.12
0.09
0.08
190
1.13
0.84
0.68
0.56
0.48
0.42
0.34
0.28
0.21
0.17
0.14
0.11
0.08
0.07
125
180
1.49
1.11
0.89
0.74
0.64
0.56
0.45
0.37
0.28
0.22
0.19
0.14
0.11
0.09
210
1.27
0.96
0.76
0.64
0.55
0.48
0.38
0.32
0.24
0.19
0.16
0.12
0.10
0.08
150
190
1.69
1.27
1.01
0.84
0.72
0.63
0.51
0.42
0.32
0.25
0.21
0.16
0.13
0.11
29!
1.46
1.09
0.88
0.73
0.63
0.55
WO
0.36
0.27
0.22
0.18
0.14
0.11
0.09
175
200
1.87
1.40
1.12
0.94
0.80
0.70
0.56
0.47
0.35
0.28
0.23
0.18
0.14
0.1
230
1.63
1.22
0.98
0.81
0.70
0.61
0.49
0.41
0.31
0.24
0.20
0.15
0.12
0.10
200
200
2.14
1.61
1.28
1.07
0.92
0.80
0.64
0.54
0.40
0.32
0.27
0.20
0.16
0.13
230
1.86
1.40
1.12
0.93
0.80
0.70
0.56
0.47
0.35
0.28
0.23
0.17
0.14
0.12
225
210
2.29
1.72
1.38
1.15
0.98
0.86
0.69.
0.57
0.43
0.34
0.29
0.21
0.17
0.14
240
2.01
1.50
1.20
1.00
0.86
0.75
0.60
0.50
0.38
0.30
0.25
0.19
0.15
0.13
250
220
2.43
1.82
1.46
1.22
1.04
0.91
0.73
0.61
0.46
0.36
0.30
0.23
0.18
0.15
250
2.14
1.61
1.28
1.07
0.92
0.80
0.64
0.54
0.40
0.32
0.27
0.20
0.16
0.13
275
220
2.68
2.01
1.61
1.34
1.15
1.00
0.80
0.67
0.50
0.40
0.33
0.25
0.20
0.17
260
2.26
1.70
1.36
1.13
0.97
0.85
0.68
0.57
0.42
0.34
0.28
0.21
0.17
0.14
300
230
2.79
2.09
1.67
1.40
1.20
1.05
0.84
0.70
0.52
0.42
0.35
0.26
0.21
0.17
270
2.38
1.78
1.43
1.19
1.02
0.89
0.71
0.59
0.45
0.36
0.30
0.22
0.18
0.15
325
240
2.90
2.17
1.74
1.45
1.24
1.09
0.87
0.72
0.54
0.43
0.36
0.27
0.22
0.18
270
2.58
1.93
1.55
1.29
1.10
0.97
0.77
0.64
0.48
0.39
0.32
0.24
0.19
0.16
350
240
3.12
2.34
1.87
1.56
1.34
1.17
0.94
0.78
0.59
0.47
0.39
0.29
0.23
020
280
2.68
2.01
1.61
1.34
1.15
1.00
0.80
0.67
0.50
0.40
0.33
0.25
0.20
0.17
375
250
3.21
2.41
1.93
1.61
1.38
1.20
0.96
0.80
0.60
0.48
0.40
0.30
0.24
0.20
280
2.87
2.15
1.72
1.43
1.23
1.07
0.86
0.72
0.54
0.43
0.36
0.27
0.21
0.18
400
250
3.42
2.57
2.05
1.71
1.47
1.28
1.03
0.86
0.64
0.51
0.43
0.32
0.26
0.21
290
2.95
2.21
1.77
1.48
1.27
. 1.11
0.89
0.74
0.55
0.44
0.37
028
0.22
0.18
425
250
3.64
2.73
2.18
1.82
1.56
1.36
1.09
0.91
0.68
0.55
0.45
0.34
0.27
0.23
290
3.14
2.35
1.88
1.57
1.34
1.18
0.94
0.78
0.59
0.47
0.39
0.29
0.24
0.20
450
260
3.70
2.78
2.22
1.85
1.59
1.39
1.11
0.93
0.69
0.56
0.46
0.35
0.28
0.23
300
3.21
2.41
1.93
1.61
1.38
1.20
0.96
0.80
0.60
0.48
0.40
0.30
024
0.20
475
280
3.633
2.72
2.18
1.82
1.56
1.36
1.09
0.91
0.68
0.54
0.45
0.34
0.27
0.23
320
3.18
2.38
1.91
1.59
1.36
1.19
0.95
0.79
0.60
0.48
0.40
0.30
0.24
020
500
280
13.82
2.87
229
1.91
1.64
1.43
1.15
0.96
0.72
0.57
0.48
0.36
0.29
0.24
330
3.24
2.43
1.95
1.62
1.39
1.22
0.97
0.81
0.61
0.49
0.41
0.30
0.24
0.20
i" Caculations based on 80 PSI gun discharge pressure with wind allowance of 65% and 75%.
A& Anb,* ASADrr••aa001

REVELLE Aam-PRODUCTS, INC.
P.O. BOAC e8
NIURFREESEORO, NORTH CAROLINA 271955
TELEPHONE [phone]
Butler Farms
I ........ Hobbs Reel Rain Traveler, Model #A1030PT, Serial #A34596.
Pelton Turbine Drive
3" I.D. Polyethylene Hose
965' Hose Length
Nelson SR150 Big Gun
I ........ John Deere 4039D Base Engine, Serial #553059, with a Berkeley B3JQBM
Pump.
L.D. Black
I ........ Hobbs Reel Rain Traveler, Model #A1030PT, Serial #A34026
Pelton Turbine Drive
3" I.D. Polyethylene Hose
965' Hose length
Nelson SR150 Big Gun
***See Specification Charts for Nozzle Sizes, GPM, and Lane Spacings***

hV
V1
JOHN DEERE
n
Engine Performance Curve
Rating: Gross Power
Application: Industrial - Continuous
300 Series Engine
Model: 4039D
71 hp ® 2500 rpm
53 kW ® 2500 rpm
200 ..
(271) Z
180
(244) f
a�
tT
160
(217)
0.40
(242)
0.36
(218)
1000 1200 1400 1600 1800 2000 2200 2400
Engine Speed - rpm
Air Intake Restriction -- 12 in.H20 (3 kPa) Exhaust Back Pressure -- 30 in.H20 (7.5 kPa)
Gross power guaranteed within + or - 5 % at SAE J1995 and ISO 3046
conditions: 77 OF (25 °C) air inlet temperature
29.31 in.Hg (99 kPa) barometer
104 OF (40 °C) fuel inlet temperature
0.853 fuel specific gravity 0 60 OF (15.5 °C)
Conversion factors: Power: kW hp x 0.746
Fuel: 1 gal = 7.1 Ib, 1 L = 0.85 kg
Torque: Nm = Ib -ft x 1.356
All values are from currently available data and are subject to change without notice.
Certified by:
7J£r93
Curve 4039D71 IG
Source Factories:
Dubuque, Saran
Hate: 09.93
Sheet 1 of 2
' Revised data
�.
i....
- --. - - ------ ---
i I ;
�...
_
176 lb -ft: ...
i I
�...:
....
........
�..............
.... .`...
................
.......... .. ....... .........
..... ....
.................
..
................
.................
.i. .... ....
.............
80
..........:.. ............... ........ .... .: , 149 lb -ft ::.:...:.. .......
I
200 ..
(271) Z
180
(244) f
a�
tT
160
(217)
0.40
(242)
0.36
(218)
1000 1200 1400 1600 1800 2000 2200 2400
Engine Speed - rpm
Air Intake Restriction -- 12 in.H20 (3 kPa) Exhaust Back Pressure -- 30 in.H20 (7.5 kPa)
Gross power guaranteed within + or - 5 % at SAE J1995 and ISO 3046
conditions: 77 OF (25 °C) air inlet temperature
29.31 in.Hg (99 kPa) barometer
104 OF (40 °C) fuel inlet temperature
0.853 fuel specific gravity 0 60 OF (15.5 °C)
Conversion factors: Power: kW hp x 0.746
Fuel: 1 gal = 7.1 Ib, 1 L = 0.85 kg
Torque: Nm = Ib -ft x 1.356
All values are from currently available data and are subject to change without notice.
Certified by:
7J£r93
Curve 4039D71 IG
Source Factories:
Dubuque, Saran
Hate: 09.93
Sheet 1 of 2
' Revised data
- --. - - ------ ---
i I ;
_
176 lb -ft: ...
' ( (239 Nm)` I
... ..... .. .......... ..........
:.. �...;...... ..f...:....i...;-...;...,
�...... �
3:
80
..........:.. ............... ........ .... .: , 149 lb -ft ::.:...:.. .......
I
(202 Nm)
(60)
!.....
....
......... !...........
y60
...:....... �._.,.....:.................. Continuous Power. • I i.. 71 hp :..
(45)......:...
(53 kW)
.....F_:.........................."............... .... .............
. :.. ..:...:: ....f.
i I ! i
40,f
..................................................................---=.'
; j
20
:....:........................:................!.......:...:.. .... �...... ;........:...i..... ..l.............
(15):...........
............................................ ............................. !. ' ......:...:..
.t.
........................................................................... ............. ........... ............... .....................
..................
�
:....;..., ..............:........:. Fuel Consumption ... ........ ................. ....."....
i � _
..
I
i
... ................ ....I
200 ..
(271) Z
180
(244) f
a�
tT
160
(217)
0.40
(242)
0.36
(218)
1000 1200 1400 1600 1800 2000 2200 2400
Engine Speed - rpm
Air Intake Restriction -- 12 in.H20 (3 kPa) Exhaust Back Pressure -- 30 in.H20 (7.5 kPa)
Gross power guaranteed within + or - 5 % at SAE J1995 and ISO 3046
conditions: 77 OF (25 °C) air inlet temperature
29.31 in.Hg (99 kPa) barometer
104 OF (40 °C) fuel inlet temperature
0.853 fuel specific gravity 0 60 OF (15.5 °C)
Conversion factors: Power: kW hp x 0.746
Fuel: 1 gal = 7.1 Ib, 1 L = 0.85 kg
Torque: Nm = Ib -ft x 1.356
All values are from currently available data and are subject to change without notice.
Certified by:
7J£r93
Curve 4039D71 IG
Source Factories:
Dubuque, Saran
Hate: 09.93
Sheet 1 of 2
' Revised data

ENGINE SPECIFICATIONS
JOHN DEERE
CONTINUOUS ,HP WIFANSAE HSG/ CU IN
MaDEI:'': 1800 `' ` 2000 :2200" ' >::.`. ' 2400 2500: - . FLYWHEEL 0lSP.
220 SERIES, 3 & 4 CYLINDER
239
240
1114"
619
64660 108
116
3009DF-' :.: 12
i 3
14: ..
- 16"
.17 ..:.
' 517.5"
53.7' ;. '.
30.11DF 16
17
:19:
21
.723
517.5"
69.9
36156F 20
22
24
26
30
-5/7.5"
91.3
40200F 25
29
32
35
`40
517.5"
121.7' .
4020TF 38
41
44
46
•50
517.5"
121.7
300 SERIES, 4 CYLINDER
239
240
1114"
619
64660 108
116
42390
57
61
66
96
148
4110"
239
4239T
75
81
85
125
6076T 161
4110"
239
4239A
80
87
93
135
3111.5"
4110"
239
40390
57
61
66
66
66
4110"
239
4039T
76
82
85
88
89
4110"
239
4276D
62
64
66
100
255
4110"
276
4276T
75
77
78
117
4110"
276
4045D
63
66
70
73
110
4/10"
276
4045T
87
91
93
95
143
4110"
276.
4045D180.
62
66
68
71
72
4110"
276
4045D185`
67
67
71
75
76
4/10"
276
404571100
81
87
90
90
90
4/10"
276
4045T1115
87
92
99
102
103
4110"
276
404STIl25
98
105
110
113
NIA
4110"
276
1 CFRICS a rvr rninGQ
-400 SERIES, 6 CYLINDER
239
240
1114"
619
64660 108
116
117
6359D
85
90
96
148
3111.5"
3111.5"
359
6359T
110
119
125
6076T 161
161
3111.5"
359
6359A
123
129
135
3111.5"
466
3/11,5"
359
6059D
83
89
95
99
100
3111.5"
359
6059T
110
119
125
132
134
3111.5"
359
6414D
93
98
100
255
2111.5"
3111.5"
414
6414T
109
116
117
3111.5"
414
6068D
94
101
106
110
3111.5"
414
6068T
132
139
141
143
3111.5"
414
6068/31125
94
102
107
111
113
3111.5"
414
6068TIl55
127
134
140
141
140
3111.5"
414
60687/170
130
139
147
151
153
3111.5"
414
6068T1185
145
153
162
166'
N/A
3111.5"
414
-400 SERIES, 6 CYLINDER
239
240
1114"
619
64660 108
116
117
3111.5"
466
6446T 143
147
148
3111.5"
466
6466A 187
188
3111.5"
466
6076T 161
161
160
3111.5"
466
6076A 204
204
202
3111.5"
466
6076H 223
223
221
3111.5"
466
6081 T1200 166
170
170
3111.5"
496
6081 A1225 ... 219
227
215
2111.5"
496,
6081 A/275 229
236
235
2/11.5"
496
6081 H1300 267
270
255
2111.5"
496
I SERIES, 6 CYLINDER
6619A
239
240
1114"
619
6101A1275
275
275 275
1114"
619
16101 H1320
315
320 320
1/14"
619
NOTE: SHADED UNITS ARE CURRENT POWER TECH ENGINES. ` 3,000 RPM (MAX. CONT.)

r- 4
0, PA AMADAS - 160-01
i.f � i Ir/D Ii 31'r R 19
TECHNICAL DATA
SR 150 24" Trajectory - Ring Nozzle
SR 200 27°Trajectory*- Ring Nozzle
Ring
Ring
Ring
Ring
Ring
Ring
Ring
300 to 500
w••
.97"
act.)
1,w-
1.18"
1.26-
1.34'
(1.63- act.)
141'
PSL
GPM
DIA
GPM
DIA-
GPM
DIA
GPM
DIA.
GPM
DIA.
GPM
DIA.
GPM
DIA.
50
100
245'
130
265'
16S
26 5'
205
300'
255
320'
3 00
335'
350
350'
60
110
260'
143
760'
162
300'
225
315'
275
335'
330
350'
365
365'
70
120
270'
155
290'
197
310'
245
330
295
350'
355
366'
4is
360'
Ib
126
200'
165
300'
210
320'
260
340'
315
360'
360
360'
445
395'
9D
135
290'
17$
310'
223
330'
27S
350'
335
370'
405
390'
475
405'
100
143
300'
165
320'
235
340'
290
360'
355
360'
425
400'
500
415'
110
150
310'
195
330'
747
150'
305
370'
370
390'
415
410'
525
425'
120
157
315'
204
335'
256
360'
320
360'
36S
ADD'
465
420'
545
435'
SR 200 27°Trajectory*- Ring Nozzle
*'rhe Diameter ofthrow is approximately 2% less for the 24 trajectory angle and 5% less for
the , l° lraiectorv.
RING NOZZLE
TYPICAL DISTRIBUTION CURVE
1.06 -Ring Na711a @ 00 par
InJHIl
06
0.4
0.2
D
5o 100 150
Radius, Fwt
RING NOZZLE
TYPICAL DISTRIBUTION CURVE
'A" Ring Nozzle @ m psi
In /Mr.
0,6
p4
0U 50 100 ISO 2w 250
Radius, Feet
Formular Average Application Rate (In./Hr. Gross)
1100 x Sprinkler GPM
Area of Wetted Circle Sq. Ft.
I -A- Rmg
1%" Ring
1*" Ring
1%" Ring
1::' Ring
I%- Ring
2' Ring
300 to 500
(1 29' tact,)
t1,46"
act.)
(1.56" act,)
(1,56'• ata.)
11 74"
act.)
(1.63- act.)
(1,93"
Act.)
P S,i
GPM
DIA
GPM
DIA.
GPM
DIA
GPM
DIA
GPM
DIA,
GPM
DIA.
GPM
DIA.
50
230
325'
300
355'
350
370'
410
390'
470
405'
535
420'
SAD
435'
60
250
340'
330
370'
365
390'
445
410'
515
425'
585
440'
695
455'
7D
270
355'
355
36S'
41S
ADS'
460
425'
555
440'
630
455'
755
475'
60
290
370'
360
400'
44S
420'
515
440'
590
455'
675
470'
605
490'
90
310
350'
4175
415'
475
435'
545
455'
625
470'
?15
ASS,
655
505'
100
325
390'
425
425'
500
445'
575
465'
660
460'
755
500'
900
520-
110
340
400'
445
435'
52S
455'
605
475'
695
490'
790
STD'
945
535'
120
355
41D'
465
445'
545
465'
630
485'
725
500'
625
5?0'
985
SAS'
130
370
415'
46S
450'
565
470'
655
490'
755
505'
660
525'
1025
550'
*'rhe Diameter ofthrow is approximately 2% less for the 24 trajectory angle and 5% less for
the , l° lraiectorv.
RING NOZZLE
TYPICAL DISTRIBUTION CURVE
1.06 -Ring Na711a @ 00 par
InJHIl
06
0.4
0.2
D
5o 100 150
Radius, Fwt
RING NOZZLE
TYPICAL DISTRIBUTION CURVE
'A" Ring Nozzle @ m psi
In /Mr.
0,6
p4
0U 50 100 ISO 2w 250
Radius, Feet
Formular Average Application Rate (In./Hr. Gross)
1100 x Sprinkler GPM
Area of Wetted Circle Sq. Ft.
,1
Gallonage
TYPICAL
LAYOUT FOR A REEL RAIN
Recommendation
IRRIGATION
SYSTEM
200 to 300
70 to 90 PSI
300 to 500
TRAWEL LANES
over 500
s5 to 110 PSI
1
I
CONNECTION
T
t1O� 7' -::
a4aw r 'bums
OII UP To
WILE
r
,1
Gallonage
Minimum Pressure
at the Gun
Range
Recommendation
100 to 200
60 to 80 PSI
200 to 300
70 to 90 PSI
300 to 500
80 to 100 PSI
over 500
s5 to 110 PSI
Al1l: AAS I`DUSTR IES %Onsc policy Is zinc o1 cilnnnnnns iinprownicnl, reserves the right to char Lie speciflciSll on s. ticsi.v 1. or price wi I Itooi Incumo,L' ii I, I ilianoo.

AMARA
tr�orr�r�res
140-43
11
Models:
1030 -1033
..Reel Rain
Standard & Optional
Features
Mode11030
Turntable
d Q
y•C 3 �
(� o �"
Model 1.030
Fixed Frame
d C
y•Q 3 �
0 4 a,
Model1033
Turntable
=
(D A
y p
3�
Q�
HOSE
Inside Diameter
3.0"
3.0"
3.0"
3.0"
3.3"
3.3"
Length
965'
995
965'
965'
850'
850'
Heav4 Duty Pol ethvlene, Medium Density
•
•
•
•
•
•
n eeHose - w/couplings
3"
3"
3"
3"
3"
31'
S
Heavv Dutv Tumtable Design
•
•
•
•
Heavy Duty Fixed Frame DesiE2
•
•
Single Axle Chassis w19.5L x 15" Tires
•
O
•
•
•
•
Fold -Down Stabilizer Legs
•
•
•
•
•
•
Crank -Down Stabilizer Legs
o
O
O
O
O
O
Adiustable Jack
• 1
•
•
•
•
•
Multi -Position Tow Hitch
•
•
•
•
•
•
MAIN DRIVE SYSTEM
5 HP Gas Mec anica
0-7
•
398
... ,... ., .r,.. ..,......„.
,.r nnrr ur, kumr ru:um;tu n, I re�,nan

REVELLE AGRI-PRODUCTS, INC.
SAE MOUNT-oaWoWE DRIVE
(?, MOPF`REESBORO, NORTH CAROLINA 27855 �� z Q(�
B�I
I^', •=r 0iomPter 13.500 in.
'TELEPHONE [phone] Bnsed on Fresh Wnte.r l - CF, deg.
F
- ..
Design Point Pump Speed: 3000 RPM
. i:^niri(a Tvp.e:
1,J /A
-_ narnic Head:
51 3.1 feet
=c.: n Method:
�0
Menual Selection
PUMP DESCRIPTION
20
=t-
P­in7ing Type:
Standard
_ ;; er piameter:
1.3,500 in.
Irnceller Material:
Iron
-
VIw
pischa!-ge:
a"rJPT
Seal:
Packing
PUMP PERFORMANCE
10:5.0 GPM
PDwer:
181,2 BNP
,al uvnomic Head:
1 O
Q-
74.7 %
__=ed:
3000 RPM
h!PSMR:
22.6 feet
_ :—Off Head:
560.4 feet
Ma:•: Power:
213.0 BHP
s _ Ef*": 74.4
1035.0 GPM
0
uJ0
5
Shaft E-xtension:
2.5 in.
. -z't Spline:
1 —3/8"-10T
=�G
PRICE/ORDER.
INFORMATION
;clot iso.:
B66014
List Price:
�11t:
365 lbs.
JO
Elm
bill
L
JO
-
.50
GNA
mmm
— JO
111 • •
C°r3
_ JG
Jr
100 2o0 30o
4o0 500 600 7o0 80o goo
1000
1100 1200 1300
CAPACITY IN U.S. l:JALLUrJS PEP MINUTE
QUOTED BY: QUOTED TO:
-' I-1 IF_ CHPISTISOLI Butler Farms
_ E. =LLE AGRI PRODUCTS
SELECTION
CONDITIONS
- ..
10-35,0 GPM
. i:^niri(a Tvp.e:
1,J /A
-_ narnic Head:
51 3.1 feet
=c.: n Method:
Menual Selection
PUMP DESCRIPTION
-_ 'c I„•cJeI
B3JOBm
P­in7ing Type:
Standard
_ ;; er piameter:
1.3,500 in.
Irnceller Material:
Iron
-
a"IJPT
pischa!-ge:
a"rJPT
Seal:
Packing
PUMP PERFORMANCE
10:5.0 GPM
PDwer:
181,2 BNP
,al uvnomic Head:
518.1 feet
Efficiency;
74.7 %
__=ed:
3000 RPM
h!PSMR:
22.6 feet
_ :—Off Head:
560.4 feet
Ma:•: Power:
213.0 BHP
s _ Ef*": 74.4
1035.0 GPM
DRIVER INFORMATION
_.- I -lousing Size:
5
Shaft E-xtension:
2.5 in.
. -z't Spline:
1 —3/8"-10T
PRICE/ORDER.
INFORMATION
;clot iso.:
B66014
List Price:
�11t:
365 lbs.
QUOTED BY: QUOTED TO:
-' I-1 IF_ CHPISTISOLI Butler Farms
_ E. =LLE AGRI PRODUCTS

r ti 4�
Ali
01 44-J, 5 AAJ— 4Z-4,0_
QtRptcsC Ancillary Equipment
QUOTATION PAGE, 1
Customer 4 QuoteID:- 64
Data!
Phones
CUSTOMERS COPY
Quote iucludea labor and inwtallaticn
Sales tax is included
. Part
PART
Quantity
Number
DESCRIPTION
2.
PI2112-01
211 P:ERCE AIR VENT
2.
MN94-RL04
4" BUTTERFLY VALVE CERA141C
2.
WT05001002
2" PRESSURE RELIEF VALVE WATERMAN
I.
HAPV118060
6" 90 DEG PVC ELBOW Gasket
2.
HAPV116640
6 x 411 Spigot x Bell. Reducer
1.'
PVSTOER6X4X2
6X4X36X2 STD PVC ER W/0 AR -V
1
6x6AjK74 y. -Z.- ftd Svc- Xvr ,firsef?--
,S .6-.
PVSTDIR6X4
6X6X4X36 STD PVC INT RISER
f le!
?.
PI1716-65
' CIRCLE LOCK VOE W/GAStf.ET
2.
ZADPT4X4
411 MC11 X 411 FLANGE GALV. Z -PIPE ADAPTER
2.
ZPVC4WOVARIT
411X4" ZEE PIPE FLIT
2600.
PV200CL06
611 200 CLASS PVC PIPE
I.
PI1842-62
4" FCL X 411 HOSE BARS GALV.
1.
HAPV112660
6"x6'1 PVC TEE GST.
CUSTOMERS COPY
Quote iucludea labor and inwtallaticn
Sales tax is included

P0.Cs7.4C,V_
Plan Amendment to Include S&WCC Chronic Rainfall Practices and Standards through March 31, 2000
1. If this facility can comply with its existing permit and CAWMP it must do so.
2.
Temporary Addition of New Sprayfields (*) (Check appropriate boxes.)
[] A. acres of cropland. List crop types used;
[] B. acres of hardwood woodland @ 100 lbs PAN 1 acre added.
[] C. acres of pine woodland added @ 60 lbs PAN / acre added.
3. Summer Perennial Grass (Check appropriate box.)
[] A. Application window extended for acres of perennial grass until first killing frost.
[] B. An additional 50 lbs of PAN applied to acres of perennial grass prior to killing frost.
C
4. [PAN Application Increased for Small Grains & Winter Grasses to be harvested. (Check appropriate box.)
3
PAN application increased up to 200 lbs per acre for � acres of small grains or winter grasses to be harvested.
[] B. PAN application increased up to 150 lbs per acre for acres of overseeded summer perennial included in 3. B.
5. Waste Analysis (Check appropriate box.)
[] A. Prior to December V, 1999 the calculation of PAN will be based on a 35% reduction of the last analysis taken
prior to the first 25 year 24 hour storm event. (Current waste analysis must be used after Dec. l" .}
[ B. Use current waste analysis to determine PAN.
6. Required -Maximum Nitrogen Utilization Measures for Small Grains and Winter Grasses.
A. Use of higher seeding rates,
B. Timely harvest of forage to increase yield, and
C. Irrigating during periods of warmer weather.
7. Required - Irrigation Management Techniques to Reduce Runoff and Ponding Potential.
A. Making frequent, light irrigation applications, and
B. Not irrigating immediately before predicted rainfall.
8. The owner 1 manager is required to manage the movement of animals to and from the facility to minimize environmental
impacts, ensure compliance with the facility's permit and amended CAWMP, and avoid discharge to surface waters.
9. Authorization to use the additional practices included in this amendment expires if a facility discharges to surface waters.
Any discharge is a violation and may result in an enforcement action.
10. The owner 1 operator is required to keep records of all waste applications.
11. This revision must include a map or sketch of new land application areas.
Facility Number _a - _�_
Z_. —/,.) - (S IAC� e
Fact lilyOwn g e (P
Facility Owner 1 Pranag4i Signature
Date
$LACI. T=ARM
Facility Name
G. 6LENN CcIF70W
Technical Specialist Name (PRINT)
,d. Ac$, (�_�-t-.- _
Technical Specialist Signature
Date 1% 130 1,9 9
This document must be filed at the SWCD office and be attached to the facilities CAWMP
and be available for inspection at the facility.
(*) New temporary sprayfields must meet applicable buffer and setback requirements. Waste must not be applied to wetlands.
11/11/1000

IFZ
State of North Carolina
�f Environment, Health and Natural Resources
Division of Water Quality
4UG 0n -Discharge Permit Application Form / Survey
105 FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL)
�ermit - 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.
Application Date:
1. 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.
1. One completed and signed original and one copy of the application for General Permit - Animal /
Waste Operations;' v
�— 2. Two copies of a general location map indicating the location of the animal waste facilities and /
field locations where animal waste is disposed; �!
3. Two copies of the Certified Animal Waste Management Plan (CAWMP). If the facility does
not have a CAWMP, one must be completed prior to submittal of a general permit application
for animal waste operations.
II. GENERAL INFORMATION:
1. Farm's name: Black Farm
2. Print Land Owner's name: L.D. Black
3. Land Owner's Mailing address:
City: Bunnlevel NC Zip: 28323
Telephone Number: 893"252a
4. County where farm is located: i gmgu `
5. Farm Location (Directions from nearest major highway. Please include SR numbers for state roads. Please include a copy
of a county road map with the location of the farm identified): On east side of Sit 1126 aWorox: 0.3 miles north of SR
6. Print Farm Manager's name (if different from Land Owner):
7. Lessee's 1 Integrator's name (if applicable; please circle which type is listed): Arestage Farms _
43-4
FORM: AWO-G-E 2126197 Page 1 of 3

III. OPERATION INFORMATION:
.1. Farm No.: X3-4
2. Operation Description: Swine o ration
Feeder to Fi ish
5880 - Certi ed Design Capacity
Is the above information correct? yes; 0 no. If no, correct below using the design capacity of the facility
Tv=f Swill No. of Animals TyPe Type of Cattle No. of Animals
0 Wean to Feeder 0 Layer 0 Dairy
0 Feeder to Finish 0 Non -Layer 0 Beef
0 Farrow to Wean (# sow) 0 Turkey
0 Farrow to Feeder (# sow)
0 Farrow to Finish (# sow)
Other Type of Livestock on the farm: No. of Animals:
3. Acreage cleared and available for application: 81 Required Acreage (as listed in the CAWMP); 32.5 .
4. Number of Lagoons: 2 ; Total Capacity: 21 Cubic Feet (ft3)
IF I
Number of Storage Ponds: ; Total Capacity: Cubic Feet (ft3)
S. Is animal waste being applied on any field which has subsurface drains? YES or(please circle one)
6. Are subsurface drains present in the vicinity of or under the lagoon? YES or 9 (please circle one)
IV. APPLICANT9S CERTIFICATION:
1,
(Land Owner's name listed in question II.2), attest that
this application far Rd&k pp _ f(Farm name listed in question II.1)
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required parts of this
application are not completed and that if a 1 required supporting information and attachments are not included, this application package
will be returned to s ' Ie
Signature �'' Date
V. MANAGER'S CERTIFICATION: (complete only if different from the Land Owner)
1,
(Manager's name listed in question 1I.6), attest that this
application for (Farm name listed in question II.I) _
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required parts of this
application are not completed and that if all required supporting information and attachments are not included, this application package
will be returned as incomplete.
Signature _ _ Date
THE COMPLETED APPLICATION PACKAGE, INCLUDING ALL SUPPORTING INFORMATION AND MATERIALS,
SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DIVISION OF WATER QUALITY
WATER QUALITY SECTION
PERMITS AND ENGINEERING UNIT
POST OFFICE BOX 29535
RALEIGH, NORTH CAROLINA 27626.0535
TELEPHONE NUMBER: [phone]
FORM: AWO-G-E 2126197 Page 2 of 3

't
WASTE UTILIZATION PLAN
November 13, 1995.
PRODUCER: L D Black III
LOCATION: Route 1 Box 186C
Bunnlevel NC
TELEPHONE: [phone]
28323
TYPE OPERATION: Feeder to Finish Swine
NUMBER OF ANIMALS: 5880 hogs design capacity
PAGE 1
The waste from your 'animal facility must be land applied at a specified
rate to prevent pollution of surface and/or groundwater. The plant )c
nutrients in the animal waste should be used to reduce the amount of .:-
commercial fertilizer required for the crops in the fields where waste'
is to be applied. This waste utilization plan uses nitrogen as the
limiting nutrient. waste should be analyzed before each application
cycle. Annual soil tests are strongly encouraged so that all plant
nutrients can be balanced`for realistic yields of'the crop to be grown.
Several factors are important in implementing your waste utilization
plan in order to maximize the fertilizer value of the waste and to
ensure that it is applied in an environmentally safe manner. Always
apply waste based on the needs of the crop to be grown and the nutrient
content of the waste. Do not apply more nitrogen than the crop can
utilize. Soil types are important as they have different infilitration
rates, leaching potentials, cation exchange capacities, and available
water holding capacities. Normally waste shall not be applied to land
eroding at greater than 5 tons per acre per year. with special pre-
cautions, waste may be applied to land eroding at up to 10 tons per
acre per year. Do not apply waste on saturated soils, when it is
raining, or when the surface is frozen. Either of these conditions
may result in runoff to surface waters which is not allowed under DEM
regulations. Wind conditions should also be considered to avoid drift
and downwind odor problems. To maximize the value of the nutrients
for crop production and to reduce the potential for pollution, the
waste should be applied to a growing crop or applied to bare ground
not more than 30 days prior to planting. Injecting the waste or
disking will conserve nutrients and reduce odor problems.
The estimated acres needed to apply the animal waste is based on
typical nutrient content for this type of facility. Acreage require-
ments should be based on the waste analysis report from your waste
management facility. Attached you will find information on proper
sampling techniques, preparation, and transfer of waste samples to
the lab for analysis.
This waste utilization plan, if carried out, meets the requirements
for compliance with 15A NCAC 2H.0217 adopted by the Environmental
Management Commission.

t r
WASTE UTILIZATION PLAN PAGE 2
AMOUNT OF WASTE PRODUCED PER YEAR (gallons, ft3, tons, etc.)
5880 hogs x 1.9 tons waste/hogs/year = 11172 tons
AMOUNT OF PLANT AVAILABLE NITROGEN (PAN) PRODUCED PER YEAR
5880 hogs x 2.3 lbs PAN/hogs/year'= 13524 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.

WASTE UTILIZATION PLAN PAGE 3
' TABLE 1: ACRES OWNED BY PRODUCER
TRACT
FIELD
SOIL TYPE CLASS-
CROP
YIELD
LBS
COMM N
**
* LBS
8
SGH
DETERMINING PHASE
CODE
3
AW N
PER
ACRES
AW
1120 1
1360
SEP-NOV
PER AC
AC
1 1.7 184
USED
8
6a
BLANEY
272
2a
BLANEY 2-10%�
1240
BH
APPLIC
1240
1
14.5
1060
1
2
TIME
272
la
BLANEY 2-10s
BH
4.8
240
1120
3
720
Rir�iL��y
w �
O
I .3
125J•sF11V it Y
L— .I. V 'b
I tsri
I i3
!
tirN- n LA T
272
la
8
SGH
1
3
1
1120 1
1360
SEP-NOV
1120
1 1.7 184
SEP-NOV
8
6a
BLANEY
272
2a
BLANEY 2-10%�
1240
BH
4.8
1240
1
14.5
1060
1
2
240
272-2a
1120
SGH
1
7a
GILEAD
2-61k
540
6
1120
14.5
SEP-NOV
1 11.5
1450
APRIL -AU
8-7a
SGH
8
11
BLANEY 2-10o
lBH
14.8
1240
10
15.6
11344
Rir�iL��y
w �
O
I .3
125J•sF11V it Y
L— .I. V 'b
I tsri
I i3
!
I L'f U
I / 1
10 0
APLUL
8
--3
SGH
1
1
1120
1 1.7 184
SEP-NOV
8
6a
BLANEY
2-10t
BH
4.8
1240
1 2
480
8�6a
SGH
1
2
240
1120
SEP-NOV
8
7a
GILEAD
2-61k
BH
6
1300
1 11.5
1450
APRIL -AU
8-7a
SGH
1
1120
11.5
1180
SEP-NOV
6
9
2-6s
BH
5
1
IGILEAD
1300
1
1300
APRIL -AU
8
-9
SGH
1
1
1120
1
1120
SEP-NOV
TOTAL 9978

WASTE UTILIZATION PLAN PAGE 4
-- Indicates that this field is being overseeded.
NOTE: The applicator is cautioned that P and K may be over applied
while meeting the N requirments. Beginning in 1996 the Coastal Zone
Management Act will require farmers in some eastern counties of NC to
have a nutrient management plan that addresses all nutrients. This
plan only addresses Nitrogen.
TABLE 2: ACRES WITH AGREEMENT OR LONG TERM LEASE
(agreement with adjacent landowners must be attached)
(Required only if operator does not own adequate
land. see required specification 2.)
TRACT
FIELD
SOIL TYPE &.CLASS-
CROP
YIELD
LBS
COMM N
**
* LBS
I "J
I SEP-NOV
DETERMINING PHASE
CODE
AW N
PER
ACRES
AW
2132
6
0-6!k
PER AC
AC
USED
IWAGRAM
APPLIC
IC
175
193.75
1
124
12250
MAR -JUN
TIME
2132
2
WAGRAM 0-6?6
C
75
93.75
2132
20
1875
SGH
1
MAR -JUN
SEP-NOV
TOTAL 12355
Indicates that this field is being overseeded. If overseeded small
grain is used for HAY, careful management is required to ensure that
small grain does not suppress coastal bermudagrass. This suppres-
sion could lead to loss of stand and result in less nitrogen being
utilized by coastal bermudagrass as a result of reduced yields.
* 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.
1-4
I
1
I
I
1
I "J
I SEP-NOV
2132
6
0-6!k
IWAGRAM
IC
175
193.75
1
124
12250
MAR -JUN
2132
SGH
1
1-6
1120
1
124
12880
SEP-NOV
1887
1
CANDOR 4-1546
BH
3.5
1175
1
110
1750
��r
1887
--1
�
SGH
1
120
10
20
SEP-NOV
TOTAL 12355
Indicates that this field is being overseeded. If overseeded small
grain is used for HAY, careful management is required to ensure that
small grain does not suppress coastal bermudagrass. This suppres-
sion could lead to loss of stand and result in less nitrogen being
utilized by coastal bermudagrass as a result of reduced yields.
* 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.

WASTE UTILIZATION PLAN
PAGE 5
The following legend explains the crop codes used in tables 1 and 2 above:
TABLE 1
TABLE 2
TOTAL
AMOUNT
TOTALS FROM TABLES 1 AND 2
ArRF� .
27.3' • 1 9978
81.3
*** BALANCE
1
22333
13524
-8809
*** This number must be less than or equal to 0 in order to
fully utilize the animal waste N produced.
Acres shown in each of the preceding tables are considered to be the
usable acres excluding required buffers, filter strips along ditches,
odd areas unable to be irrigated, and perimeter areas not receiving
full application rates due to equipment limitations. Actual total
acres in the fields listed may, and most likely will be, more than
the acres shown in the tables.
NOTE: The Waste Utilization Plan must contain provisions for periodic
land application of sludge at agronomic rates. The sludge will be
nutrient rich and will require precautionary measures to prevent
over application of nutrients or other elements. Your production
facility will produce approximately 2175.6 pounds of plant
available nitrogen per year in the sludge that will need to be
removed on a periodic basis. This figure is PAN when broadcasting
the sludge. Please be aware that additional acres of land, as well
special equipment, may be needed when you remove this sludge.
LBS N
CROP CODE
CROP
UNITS
PER UNIT
BH
HYBRID BERKUDAGRASS-HAY
50
C
CORN
BUSHELS
1.25
SGH
SMALL GRAIN -HAY
120
TABLE 1
TABLE 2
TOTAL
AMOUNT
TOTALS FROM TABLES 1 AND 2
ArRF� .
27.3' • 1 9978
81.3
*** BALANCE
1
22333
13524
-8809
*** This number must be less than or equal to 0 in order to
fully utilize the animal waste N produced.
Acres shown in each of the preceding tables are considered to be the
usable acres excluding required buffers, filter strips along ditches,
odd areas unable to be irrigated, and perimeter areas not receiving
full application rates due to equipment limitations. Actual total
acres in the fields listed may, and most likely will be, more than
the acres shown in the tables.
NOTE: The Waste Utilization Plan must contain provisions for periodic
land application of sludge at agronomic rates. The sludge will be
nutrient rich and will require precautionary measures to prevent
over application of nutrients or other elements. Your production
facility will produce approximately 2175.6 pounds of plant
available nitrogen per year in the sludge that will need to be
removed on a periodic basis. This figure is PAN when broadcasting
the sludge. Please be aware that additional acres of land, as well
special equipment, may be needed when you remove this sludge.

WASTE UTILIZATION PLAN
PAGE 6
See attached map showing the fields to be used for the utilization of
waste water.
APPLICATION OF WASTE BY IRRIGATION
The irrigation application rate' should not exceed the intake rate of
the soil at the time of irrigation such that runoff or ponding occurs.
This rate is limited by initial soil moisture content, soil structure,
soil texture, water droplet size, and organic solids. The application
amount should not exceed the available water holding capacity of the
soil at the time of irrigation nor should the plant available nitrogen
applied exceed the nitrogen needs of the crop.
Your facility is;design(pd for 180 days of temporary storage
and the temporary storage 'must be removed on the average of once every
6 months. In no instance should the volume of waste being stored in
your structure be within •1-9 feet of the top of the -dike.
11
If surface irrigation is the method of land application for this plan,
it is the responsibility of the producer and irrigation designer to ensure
that an irrigation system is installed to properly irrigate the acres
shown in Tables 1 and 2. Failure to apply the recommended rates and
amounts of Nitrogen shown in the tables may make this plan invalid.
Call your technical specialist after you receive the waste analysis report
for assistance in determining the amount of waste per acre and the proper
application rate prior to applying the waste.
NARRATIVE OF OPERATION:

WASTE UTILIZATION PLAN PAGE 7
Plans and Specifications
1. Animal waste shall not reach surface waters of the state by runoff,
drift, manmade conveyances, direct application, or direct discharge
during operation or land application. Any discharge of waste which
reaches surface water is prohibited. Illegal discharges are subject
to assessment of civil penalties of $10,000 per day by the Division
of Environmental Management for every day the discharge continues.
2. The Field Office must have documentation in the design folder that
the producer either has owns or has long term access to adequate
land to properly dispose of waste. If the producer does not own
adequate land to properly dispose of waste, he shall provide NRCS
with a copy of a written agreement with a landowner who is within
a reasonable proximity, allowing him/her the use of the land for
waste application for the life expectancy of the production
facility. It is the responsibility of the owner of the facility
to secure an update of the Waste Utilization Plan when there is
a change in the operation, increase in the number of animals,
method of utilization, or available land.
3. Animal waste shall be applied to meet, but not exceed, the
Nitrogen needs for realistic crop yields based on soil type,
available moisture, historical data, climate conditions, and
level of management, unless there are regulations that
restrict the rate of application for other nutrients.
4. Animal waste may be applied to land that has a Resource
Management System (RMS) or an Alternative Conservation System
(ACS). If an ACS is used the soil loss shall be no greater
than 10 tons per acre per year and appropriate filter strips
will be used where., runoff leaves the field. These filter
strips will be in addition to "Buffers" required by DEM.
(See FOTG Standard 393 - Filter Strips and Standard 390
Interim Riparian Forest Buffers).
5. Odors can be reduced by injecting the waste or disking after
waste application. Waste should not be applied when the
wind is blowing.
5. When animal waste is to be applied on acres subject to
flooding, it will be soil incorporated on conventionally
tilled cropland. When applied to conservation tilled crops
or grassland, the waste may be broadcast provided the
application does not occur during a season prone to
flooding. (See "Weather and Climate in North Carolina" in
the MRCS Technical Reference - Environment file for guidance.
7. Liquid waste shall be applied at rates not to exceed the soil
infiltration rate such that runoff does not occur offsite or
to surface waters and in a method which does not cause drift
from the site during application. No ponding should occur
in order to control conditions conducive to odor or flies
and to provide uniformity of application.
S. 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 no more than 20 to 25 percent of the leaf
area is covered.

.a WASTE UTILIZATION PLAN
10. Waste nutrients shall not be applied in fall or winter for
spring planted crops on soils with a high potential for
leaching. Waste nutrient loading rates on these soils
should be held to a minimum and a suitable winter cover
crop planted to take up released nutrients. Waste shall
not be applied more than 30 days prior to planting of a
crop on bare soil.
11. Animal waste shall not be applied closer than 25 feet to
surface water. This distance may be reduced for waters that
are not perennial provided adequate vegetative filter strips
are present. (See Standard 393 - Filter Strips)
12. Animal waste shall not be applied closer than 100 feet to wells.
13. Animal waste shall not be applied closer than 200 feet of
dwellings other than those owned by the landowner.
14. Waste shall be applied ,in a manner not to reach other
property and public right -of ways.
15. Animal waste shall not'be'discharged into surface wasters,
drainageways, or wetlands by discharge or by over -spraying.
Animal waste may be applied to prior converted wetlands
provided they have been approved as a land application site
by a "technical specialist". Animal waste should not be
applied on grassed waterways that discharge into water
courses, except when applied at agronomic rates and the
application causes no runoff or drift from the site.
16. Domestic and industrial waste from washdown facilities,
showers, toilets, sinks, etc., shall not be discharged into
the animal waste management system.
17. Lagoons and other uncovered waste containment structures
must maintain a maximum operating level to provide adequate
storage for a 25 -year, 24-hour storm event in addition to
one (1) foot mandatory freeboard.
18. A protective cover of appropriate vegetation will be
established on all disturbed areas (lagoon embankments,
berms, pipe runs, etc.). If needed, special vegetation
shall be,provided for these areas and shall be fenced, as
necessary, to protect the vegetation. Vegetation such as
trees, shrubs, and other woody species, etc. are limited to
areas where considered appropriate. Lagoon areas should be
kept mowed and accessible. Lagoon berms and structures
should be inspected regularly for evidence of erosion, leakage
or discharge.
19. If animal production at the facility is to be suspended or
terminated, the owner is responsible for obtaining and imple-
menting a "closure plan" which will eliminate the possibility
of an illegal discharge, pollution and erosion.
20. Waste handling structures, piping, pumps, reels, etc., should
be inspected on a regular basis to prevent breakdowns, leaks,
and spills. A regular maintenance checklist should be kept
on site.
PAGE 8

WASTE UTILIZATION PLAN
NAME OF FARM: L D Black III
OWNER / MANAGER AGREEMENT
I (we) understand and will follow and implement the specifications
and the operation and maintenance procedures established in the ap-
proved animal waste utilization plan for the farm named above. I
(we) know that 'any expansion to the existing design capacity of the
I (we) understand that I must own or have access to equipment,
primarily irrigation equipment, to land apply the animal waste
described in this waste utilization plan. This equipment must be
available at the appropriate pumping time such that no discharge
occurs from the lagoon in a 25 -year 1 -day storm event. I also cer-
tify that the waste will be applied on the land according to this
plan at the appropriate times and at rates that no runoff occurs.
NAME OF FACILITY OWNER: L D Black III
SIGNATURE: I DATE: f Is
NAME OF MANAGER (if different from owner):
please print
SIGNATURE:
DATE:
NAME OF TECHNICAL SPECIALIST: Parks V. Blake
AFFILIATION: /Vol G '17.
ADDRESS (AGENCY) : G• B
r
SIGNATURE: _ �`' _�`�_ _ _ �! DATE: - f �- ��' q_S -
PAGE 9

ATTACI-EYIENT A
ANIMAL WASTE UTILIZATION AGREEMENT
(xNd�d a1/ It �daltleaal lead e M I��x«1, •ea.(
I, 61 f 1 hereby give �. - -D • ��� �
perms s3.on to app y animal waste from is Waste Ut,t ization System
on � acres of my land for the duration of time shown below.
I understand that this waste contains nitrogen, phosphorous,
potassium, and other trace elements and when properly applied
should not harm my Land or crops. I also understand that the use
of waste will reduce my need for commercial fertilizer.
Adjacent Landowner;Date:
Waste Producer:— Date: /4 — Z 7- 95J
Technical Representative:
Date:
SWCD Representative: Date:
Term of Agreement :_/f � , 19� to 0 cam-- J Z 0 o b
(Nlaiaae of Sea Zears an Cost Shared items)
(Sae Ragvired Specification Na. 2.)
9

. 414
ilk 3VAL
Arm

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4
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It I
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:1 �' •c .I ^ � l w� � .• 1 'A, � • Irk. i�� .
� ' �' 1 _ '* •• J \ ±�• !� S.r e, 1.
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,Y Mr. I ■

Attachment
North Carolina Agricultural Extension Service 1of 3
Agri -Waste M
Biological and Agricultural Engineering North Carolina State University
LIVESTOCK WASTE SAMPLING, ANALYSIS AND CALCULATION
OF LANA APPLICATION RATES
James C. Barker*
I. SAMPLE COLLECTION
A. Semi -Solid Lot Manure
I
i. Scraped directly from lot into spreader
a. From loaded spreader, collect about 2 lbs of manure from
different locations using nonmetallic collectors.
ii. From storage
a
a. Collect about 2 lbs of manure from under the surface crust
avoiding bedding materials and using nonmetallic collectors.
B. Liquid Manure Slurry
i. Under -slotted -floor pit
a. Extend a 1/2" nonmetallic conduit open on both ends into
manure to pit floor.
b. Seal upper end of conduit (e.g., by placing a thumb over end
of conduit) trapping manure that has entered lower and, remove
and empty slurry into plastic bucket or nonmetallic container.
c. Take subsamples from 5 or more locations or at least 1 quart.
d. Mix and add about 3/4 pint to nonmetallic sample container.
ii. Exterior storage basin or tank
a. Make sure manure has been well mixed with a liquid manure
chopper -agitator pump or propeller agitator.
b. Take subsamples from about 5 pit locations, from agitator pump
or from manure spreader and place in a plastic bucket.
* Professor and Extension Specialist, Biological and Agricultural Engineering
Department, North Carolina State University, Raleigh, NC.

Attachindnt B
2 of 3,
- 2 -
c. Hix and add 3/4 pint to a nonmetallic 'sample container.
C. Lagoon Liquid
L. Collect about 3/4'pint of recycled lagoon liquid from inflow pipe
to flush tanks in a nonmetallic sample container.
ii.- From lagoon
a. Place a small bottle (1/2 pint or less) on end of 10-15' pole.
b. Extend bottle 10-15, away from bank edge.
c. Brush away floating scum or debris.
d. Submerge bottle. within 1' of liquid surface.
e. Empty into a plastic bucket, repeat about 5 times around
lagoon, mix, -and add 3/4 pint to nonmetallic sample container.
D. Broiler or Turkey Litter
i. House litter
a. Visually inspect litter for areas of varying quality, e.g.,
areas around feeders and waterers, and estimate percent of
floor surface in each area.
b. Take about 5 litter subsamples at locations proportionate to
item a. E.g., if 20% of litter of similar visual quality is
around feeders and waterers, take 1 subsample there and the
other 4 subsamples from remainder of floor surface.
c. At each location, collect litter from a 6' by 6" area down to
earth floor and place in a plastic bucket.
d. After 5 subsamples have been added to the bucket, mix, and add
about 2-3 lbs litter to a nonmetallic sample container such as
a 1 -gallon freezer bag and seal.
U. From stockpile
a. Take subsamples from about 5 locations at least 18" into pile.
b. Mix, add 2-3 lbs to nonmetallic sample container and seal.

Attachment B
_3_ 3of3
II. SAMPLE PREPARATION AND TRANSFER
A. Place sample into an expandable container that can be sealed. Rinse
residues from container with clean water but do not use disinfectants,
soaps, or treat in any other way.
B. Pack sample in ice, refrigerate,' freeze, or transfer to lab quickly.
C. Hand -delivery is most reliable way of sample transfer.
D. If mailed, protect sample container with packing, material such as
newspaper, box or package with wrapping paper, and tape.
E. Commercial sample containers and mailers are also available. Contacts:
i. ASL Eastern Agricultural Lab, Inc. iii. Polyfoam Packers Corp.
7621 Whitepine Road 2320 S.- Foster Avenue
Richmond, -VA 13237 Wheeling, IL 60090
Ph: [phone]. Ph: [phone]
ii. Fisher Scientific Co. iv. MASCO
3315 Winton Road 901 Janesville Avenue
Raleigh, NC 27604 Fort Atkinson, WI 53538
Ph: [phone] Ph: [phone]
F. Private analytical labs are available, but sample analyses are costly.
C. The NCDA provides this service for Horth Carolina residents.
i. Address: North Carolina Department of Agriculture
Agronomic Division
Plant/Waste/Solution Advisory Section
Slue Ridge Road Center
P.O. Box 27647
Raleigh, NC 27611
Ph: [phone]
Attn: Dr. Ray Campbell
ii. Forward $4 along with the sample.
iii. Include the following identification information with sample:
a. Livestock species (dairy, swine, turkey, etc.)
b. Livestock usage (swine -nursery, finishing; turkey -breeders,
brooderhouse, grower, number flocks grown on litter; etc.)
c. Waste type (dairy' -lot scraped manure, liquid slurry; swine -pit
slurry, lagoon liquid, sludge; broiler -house litter, stockpile
iv. Routine analyses performed on all samples: N, P, R, Ca, MS. Na,
S, Fe, Nn, Zn. Cu,.B
v. Additional analyses performed upon request: DM, No, Cd, Ni. Pb

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�oF WATE9Q Michael F. Easley, Governor
�O G William G. Ross Jr., Secretary
r North Carolina Department of Environment and Natural Resources
p Coiaen H. Sullins, Director
----_-I(�/'1w.i812a_gf Water Quallty
w r , 1 L
February 22, 2008 �A-. ,a 2008
L D Black
Black Farm c rOENRFRJ'IFACE
1670 Lemuel Black Road —
Bunnlevel, NC 28323-8533
Subject: Certificate of Coverage No. AWS430004
Black Farm
Swine Waste Collection, Treatment,
Storage and Application System
Harnett County
Dear L D Black:
In accordance with your modification request received on February 1, 2008, we are hereby forwarding to you
this Certificate of Coverage (COC), issued to L D Black, authorizing the operation of the subject animal waste
collection, treatment, storage and land application system in accordance with General Permit AWG100000.
This COC is modified to approve installation of floating HDPE covers on the two waste lagoons at this
facility according to your January 30, 2008 plans and specifications. A copy of these plans and
specifications shall be kept at the facility along with your Certified Animal Waste Management Plan.
Please note that you shall keep records of freeboard levels, as specified in Condition HL2 of the Permit.
This approval shall consist of the operation of this system including, but not limited to, the management of
animal waste from the Black Farm, located in Harnett County, with an animal capacity of no greater than an
annual average of 5880 Feeder to Finish swine and the application to land as specified in the facility's
Certified Animal Waste Management .Plan (CAWMP). If this is a Farrow to Wean or Farrow to Feeder
operation, there may also be one boar for each 15 sows. Where boars are unneccessary, they may be replaced
by an equivalent number of sows. Any of the sows may be replaced by gilts at a rate of 4 gilts for every 3
SOWS.
The COC shall be effective from the date of issuance until September. 30, 2009, and shall hereby void
Certificate of Coverage Number AWS430004 dated July 1, 2007, and shall be subject to the conditions and
limitations as specified therein. Pursuant to this COC, you are authorized and required to operate the system in
conformity with the conditions and limitations as specified in the General Permit, the facility's CAWMP, and
this COC.
An adequate system for collecting and maintaining the required monitoring data and operational information
must be established for this facility. Any increase in waste production greater than the certified design
capacity or increase in number of animals authorized by this. COC (as provided above) will require a
modification to the CAWMP and this COC and must be completed prior to actual increase in either wastewater
flow or number of animals.
Aquifer Protection Section 1636 Mail Service Center
Internet: www,ncwateraualitv,ora location: 2728 Capital Boulevard
An Equal Opportunity/Affirmetive Actlon Employer— 50% Recycled/10% Post Consumer Paper
NQS Caro ina
Nal )Zy
Raleigh, NC 27699-1636 Telephone: [phone]
Raleigh, NC 27604 Fax 1: [phone]
Fax 2: [phone]
Customer Service: (877)6 23-6748

Please carefully read this COC and the enclosed State General Permit. Since this is a revised State General
Permit, it contains new requirements in addition to most of the conditions contained in the previous State
General Permit. Enclosed for your convenience is a package containing the new and revised forms used for
record -keeping and reporting. Please pay careful attention to the record keeping and monitoring conditions in
this permit.
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 2T .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.
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 1.80 days prior to expiration.
This COC is not automatically transferable. A name/ownership change application must be submitted to the
Division prior to a name change or change in ownership.
If any parts, requirements, or limitations contained in this COC are unacceptable, you have the right to apply
for an individual permit by contacting the staff member listed below for information on this process. Unless
such a request is made within 30 days, this COC shall be final and binding.
This facility is located in a county covered by our Fayetteville Regional Office. The Regional Office Aquifer
Protection Staff may be reached at [phone]. If you need additional information concerning this COC or
the General Permit, please contact the Animal Feeding Operations Unit staff at [phone].
Sincerely,
15c� A7-
for Coleen H. Sullins
Enclosures (General Permit AWG100000)
cc: (Certificate of Coverage only for all cc's)
CFayetteville Regional'Office,_AquifefProtecfion Section
Harnett County Health Department~
Harnett County Soil and Water Conservation District
APS Central Files Permit File AWS430004
AFO Files

Permit Review
Lagoon cover system for Butler .Farm
and Black Farms in Harnett County
Items of Concern
Christine Blanton
Env. Engineer, FRO
March d, 2008
Removal of staff gauge — This is not acceptable. Even though the rainfall is "eliminated"
from the system, the waste level must be monitored. This general permit requirement
should not be passed over. It is crucial for the safe operation of the lagoon and the cover
system
Sludge monitoring portals — only two in the design, Does this imply that only two
sampling data points will be used or will some other technology be used to sample more
points; i.e. the boat system with the ultrasoundldepthfinder technology? Two data points
are not sufficient to represent the sludge condition in these lagoons.
Sludge removal pipes;
- What is this material type?
- What is the depth from the bottom? Detail does not provide.
- What criteria was used to determine the spacing? One structure is 29'
spacing, the other is 32'.
- What is the position of these pipes relative to the waste inflow pipe?
- What is the position of the intake for the irrigation system? Not shown on
drawings.
Waste Utilization Plan — Would a modified plan be required to reflect the removal of the
rainwater from the irrigation system? Also, would it need to reflect the expected
reduction in N from the digestion, or is that known?
Rainfall collection -- Where is the discharge area for the rainwater? Is the discharge clear
of the toe of the structure? Does it discharge onto fields part of the irrigation/waste
utilization plan.
What is the Q.A. plan for the seam welds? For the anchoring?
Gas burning — Collection details are shown, but not the method of release/utilization.
S<, r3u�fl„ Farry-,
U3 -a9
1

AQUIFER PROTECTION SECTION
APPLICATION REVIEW_REQUEST FORM
FEB 0 5 2008
Date: February 4_2008
To: ❑ Landon Davidson, ARO -APS ❑ David May, WaRO-APS
® Art Barnhardt, FRO -APS ❑ Charlie Stehman, WiRO-APS
­❑ Andrew itner, - ❑ Sherri Knight, WSRO-APS
❑ Jay Zimmerman, RRO-APS
From: J.R. Joshi , AFO Permitting and Compliance Unit
Telephone: [phone]
E -Mail: jaya.joshiamcmail.net
A. Permit Number: AWS430029
B. Owner: Butler Farms
C. Facility/Operation: lagoon Cover Project
❑ Proposed ® Existing
D. Application:
Fax: [phone]
r� an�f
�r
r a�
❑ Facility ❑Operation �
I�
I. Permit Type: ® Animal ❑ Surface Irrigation ❑ Reuse ❑ H -R Infiltration
❑ Recycle ❑ I/E Lagoon ❑ GW Remediation (ND)
❑ UIC - (5QW) closed loop water only geothermal
For Residuals: ❑ Land App. ❑ D&M ❑ Surface Disposal
❑ 503 ❑ 503 Exempt ® Animal
2. Project Type: ❑ New ® Major Mod. ❑ Minor Mod. ❑ Renewal ❑ Renewal w/ Mod.
E. Comments/Other Information: ❑ 1 would like to accompany you on a site visit.
Attached, you will find all information submitted in support of the above -referenced application for your
review, comment, and/or action. Within 30 calendar days, please take the following actions:
❑ Return a Completed Form APSSRR.
❑ Attach Well Construction Data Sheet.
❑ Attach Attachment B for Certification by the LA.PCU.
❑ Issue an Attachment B Certification from the RO*.
* Remember that you will be responsible for coordinating site visits, reviews, as well as additional
information requests with other RO-APS representatives in order to prepare a complete Attachment B for
certification. Refer to the RPP SOP for additional detail.
When you receive this request form, please write your name and dates in the spaces below, make a copy
of this sheet, and return it to the appropriate Central Office -Aquifer Protection Section contact person
listed above.
RO-APS Reviewer:
FORM: APSARR 09104 Page 1 of 1
Date:

January 8, 2008
Todd A. Bennett
Supervisor
Animal Feeding Operations Unit
Aquifer Protection Section
Division of Water Quality
North Carolina Department of Environment and Natural Resources
1636 Mail Service Center
Raleigh, NC 27699-1636
Re: Lagoon Cover Project for the Butler and Black Hog Farms
Mr. Bennett,
The purpose of this permit modification application is to allow the installation of floating
HDPE covers on the two waste lagoons at the Butler Farm and the two waste lagoons at
the Black Farm, both located in Lillington, NC. The purpose of the covers is to collect
gaseous emissions and combust the methane for the generation of carbon credits, for use
in overall greenhouse gas reduction activities. Additional benefits associated with the
complete covering of the lagoons include the following:
• Separation of rainwater from the lagoon, minimizing liquid level fluctuations as
well as land application volumes
• Elimination of odorous emissions from the lagoon surface
• Improvement in solids digestion resulting in decreased solids deposition
• Pest reduction
The cover will include two sludge depth monitoring ports as well as a sludge removal
system. It is anticipated that the inclusion of dedicated sludge removal piping should
minimize the sludge depth monitoring requirement. Diagrams outlining the placement of
the monitoring ports and the sludge removal system are included in this package.
Additionally, the placement of the cover will require the removal of the existing staff
gauges. The elimination of rainwater from the lagoon will minimize liquid level
fluctuations, therefore a staff gauge would not be required. The cover will float directly
on the water surface within the lagoon and should give adequate indication of liquid
levels. If there are any questions or concerns regarding this request please do not hesitate
to contact me at [phone].
Sincerely
Scott D. Tudman
Environmental Credit Corporation

State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
Animal Feeding Operations Permit Application Form
(THIS FORMM.4Y BE PHOTOCOPIED FOR USE AS AN ORIGINAL)
State General Permit - Existing Animal Waste Operations
1. GENERAL INFORMATION:!
1.1 Facility name: _J/ec�_ rCe: fVa �-
1.2 Print Land Owner's name: Z . 1) •rs7 r
Mai Iirig b address: 0 2 -em k e. g1' ` f
�2
�,c- �-� 33
City, State: O q Il '�-0 Zip; Z
Telephone number (include area code): C" ee 14 9 / 2-
1.4
1.4 Physical address: 'r ey, ��wat I'
�,j�.0 Zip: Z7S7'�
City, State: Lt1+" n
Telephone number (include area code): ( )
1.5 County where facility is located: —At -01 e
1.6 Facility location (directions from nearest major highway, using SR numbers for state roads).
1.7 Farm Manager's name (if different from Land Owner):
1.8 Lessee's 1 Integrator's name (if applicable; circle which type is listed):—6--��'«t �►>1
1.4 Facility's original start-up date: ..Lqq3 Date(s) of facility expansion(s) (if applicable);
2. OPERATION INFORMATION:
2.1 Facility number: "
2.2 Operation Description:
it A_-_.
Please enter the Design Capacity of the system. The "No. of Animals" should he the maximum number for which the waste
management structures were designed.
Type of Swine No. of Animals Tune of Poultry No. of Animals Type of Cattle No. of Animals
❑ Wean to Feeder ❑ Layer ❑ Beef Brood Cow
2<eeder to Finish El -Non -Layer ❑ Beef Feeder
❑ Farrow to Wean (# sow) ❑ Turkey ❑ Beef Stocker Calf
❑ Farrow to Feeder (# sow) ❑ Turkey Poults ❑ Dairy Calf
❑ Farrow to Finish (# sow) ❑ Dairy Heifer
❑ Wean to Finish (# sow) ❑ Dry Cow
❑ Gilts ❑ Milk Cow
❑ Boar/Stud
❑ Other Type of Livestock on the farm: No. of Animals:
ii'ADrUl. A1,VA CTATV r'' V 1l1AIA4 D.,.... 1 nCC

3.
2.3 Acreage cleared and available for application (excluding all required buffers and areas not covered by the application
system): 6 Required Acreage (as listed in the CAWMP:�t �r3
2.4 Number of lagoons: -1-- Total Capacity (cubic feet): Required Capacity (cubic feet):
Number of Storage Ponds: Total Capacity (cubic feet): Required Capacity (cubic feet):
2.5 Are subsurface drains present within 100' of any of the application fields? YES or(circle one)
2.6 Are subsurface drains present in the vicinity or under the waste management system? YES ort (circle one)
2.7 Does this facility meet all applicable siting requirements? E or NO (circle one)
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 two copies of the application for State General Permit -
Animal Waste Operations;
3.2 Three copies of a general location map indicating the location of the animal waste facilities and
field locations where animal waste is land applied and a county road map with the location of the
facility indicated;
3.3 Three copies of the entire Certified Animal Waste Management Plan (CAWMP). If the facility
does not have a CAWMP, it must be completed prior to submittal of a permit application for
animal waste operations.
The CAWMP must include the following components. ,Some of these components may not have been required at the time
the facility was certified but should be added to the CAWMP for permitting purposes:
3.3.1 The Waste Utilization Plan (WUP) must include the amount of Plant Available Nitrogen (PAN) produced and
utilized by the facility
3.3.2 The method by which waste is applied to the disposal fields (e.g. irrigation, injection, etc.)
3.3.3 A map of every field used for land application
3.3.4 The soil series present on every land application field
3.3.5 The crops -grown on every land application field
3.3.6 The Realistic Yield Expectation (RYE) for every crop shown in the WUP
3.3.7 The PAN applied to every land application field
3.3.8 The waste application windows for every crop utilized in the WUP
3.3.9 The required NRCS Standard specifications
3.3.10 A site schematic
3.3.11 Emergency Action Plan
3.3.12 Insect Control Checklist with chosen best management practices noted
3.3.13 Odor Control Checklist with chosen best management practices noted
3.3.14 Mortality Control Checklist with the selected method noted
3.3.15 Lagoon/storage pond capacity documentation (design, calculations, etc.); 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. (Composting, waste transfers, etc.)
Vnnn4. A "T" CT A'r r V III limo D-1 -CC

4. P C=,TIFICATIrN:
I,AL(Land Owner's name listed in question 1.2), attest that
this application for _ f � ( f i i&:, f"J6t-( j-311 _ _ _ (Facility name listed in question l .1)
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required parts of this
application are no ompleted and that i Il required supporting information and attachments are not included, this application package
will be returnedt6 riVe as ince / D
Signature Date
�-
1�x 9Z
5. MANAGER'S CERTIFICATION: (complete only if different from the Land Owner)
I,
(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 complete to the best of my knowledge. I understand that if all required parts of this
application are not completed and that if all required supporting information and attachments are not included, this application package
will be returned as incomplete.
Signature Date
THE COMPLETED APPLICATION PACKAGE, INCLUDING ALL SUPPORTING INFORMATION AND MATERIALS,
SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DIVISION OF WATER QUALITY
AQUIFER PROTECTION SECTION
ANIMAL FEEDING OPERATIONS UNIT
1636 MAIL SERVICE CENTER
RALEIGH, NORTH CAROLINA 27699-1636
TELEPHONE NUMBER: [phone]
FAX NUMBER: [phone]
vi'%jaAR. A Ulln CTA Iry 1' V 4 /l a plK 1D--- 2 „f G

Influent
Piping
Side Slope
Area
Notes: Two sludge depth monitoring ports will be
installed on the cover at the influent side of the lagoon
in the area of greatest sludge accumulation. If depths
indicate that removal is necessary the sludge can be
removed using the sludge removal piping.
Lagoon Layout — Sludge Depth Monitoring

Vi% j���tnL'VJ
i i --,i 1iL
Y
TlTx 0/ x) A TT T T T T T!}
CONCRETE S
11wj-l-L7 SEE DETAIL "A" THIS SHEET
SS STRAP
]NCRETE BLOCK

1
' fir, vi
_•
k
5
ANIMAL WASTE UTILIZATION PLAN
----------------------------------------------------------------------
Producer:
Location:
Telephone:
Type Operation:
Number of Animals:
(Design Capacity)
STORAGE STRUCTURE:
APPLICATION METHOD:
L. D. BLACK IIT
1670 LEMUAL BLACK RD
BUNNLEVEL NC 28323
910 893-2528
Existing Feeder to Finish Swine
5880.00 hogs
Anaerobic Waste Treatment Lagoon
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.

k
----------------------------------------------------------------------
gpPage: 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.)
5880 hogs x 1.9 tons waste/hogs/year = 11172 tons
AMOUNT OF PLANT AVAILABLE NITROGEN (PAN) PRODUCED PER YEAR
5880 hogs x 2.3 lbs PAN/hogs/year = 13524 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.

gpPage: 2
ANIMAL WASTE UTILIZATION PLAN
----------------------------------------------------------------------
TABLE 1: ACRES OWNED BY PRODUCER
TRACT
FIELD
SOIL TYPE & CLASS-
CROP
YIELD
LBS
COMM N
**
* LBS
1-1 1BN13
DETERMINING PHASE.
CODE
150 1
AW N
PER
ACRES
AW N
BNB
BH
4.8
3.7
PER AC
AC
USED
I
1240
-----
APR -OCT
272
or
SNB
-------
APPLY
1-2
RESID.
11.0
I
APPLIC
150
13.7
1185
NOV-MAR
METH
8
END
N
4.8
TIME
272
1
BNB
BH
4.8
240
3.99
1152
1799.2
APR -OCT
272
I
SGH
3.33
APR -OCT
272
1-1 1BN13
1SGH 11.0
150 1
13.99
1195NOVMAR
1888
272
2
BNB
BH
4.8
3.7
I
1240
APR -OCT
272
SNB
SGH
1-2
11.0
I
150
13.7
1185
NOV-MAR
272
8
END
BH
4.8
240
I
13.33
1799.2
APR -OCT
272
BNB
SGH
3.33
�-8
11.0
li
�50
1166.5
NOV-MAR
272
BNB
`SAH
-2-.-t
- 3`13
o�
I
ko
�2,1
APR -OCT
272
��
BNB
SGH
1.0
�50
12.1
1105
NOV-MAR
272
BNB
33,8
ICoo.s"^\.
lc
1•��
12.29
APR -OCT
�1Ptre•„bow
v.5i
272
-@-BNB
SGH
.0
50
2.29
114.5
to C”

272
� S�
I BNB
272
A1C,
sq
BNB
.
272
BNB
272
__i_�
aw
BNB
c6slifA 1 3' ! 11$
bt� rn %A"Os S
SGH
Q
GAB
I'l.
I
150
12.71
R OCT
'
SGH 11.0
r1'fD YM1.t� 1,4e4 il��
150
I
ANIMAL WASTE UTILIZATION PLAN
NOV-MAR
1.75 -err 3L1.5
APR -OCT
1.75 87.5
NOV-MAR
2 .37 -2-3- 41�\ rq,
APR --OCT
2.37 1118.5
NOV-MAR
gpPage: 3
272
� I
GAB
I s 5\ "� ...
��0�0 I
12.71
R OCT
'
r1'fD YM1.t� 1,4e4 il��
272
GAB
SGH
T
150 1
12.71
1135.5
NOV-MAR
272
" I
GARI
62
1-62-
a&\
I Coas.1
�,.°\
���
APR -OCT
272
=
GAB
SGH 1
,�O.
I
�50 1
1.62
Ill
NOV-MAR
272
1-14 2
GAB
SAHZo
1.18
\11,11.1T
1
roa,;'-ti 3.°`�
APR -OCT
272
=2-z4`B-
GAB
SGH
Q�
11,
T
150
11.18
159
NOV-MAR
272
- -
GAB
-&A44-
. 51
-5-1 84.6
1
Z C.�� 51�\. '�,.°�
�Lp\q
APR -OCT
272
=tr-
GAB
SGH 1
50.
51
I
125.5
NOV-MAR
272
-1-6'
BND
"c'@-
1.56
1-5-6 S g
APR -OCT
272
36-
BND
SGH 1
1.56
p�
I
150 1
178
NOV--MAR
8
13 113NI3
JBH 14.8
1240 1
12.24
1537.6

ANIMAL WASTE UTILIZATION PLAN
8. I�5
SGHIBNB
i
I
i
503.8
APR -OCT
1.1----C)
8
1
BNB
SGH
1.050
BH
2.24
1-3
799.2
I
1112
NOV-MAR
8
4A
BNB
BH
4.8
240
2.89 1693.6
SGH
I
166.5
APR -OCT
8
"4A
BNB
SGH
13.33
50
2.89
7
BH
I
1.1.0
1144.5
NOV-MAR
8
4B
BNB
BH
4.8
1
11.49,
1357.6
APR -OCT
8
I
SGH
1240 1
1.1.81 1434.4
APR -SEP
8
"4B
SGH
1.0
1.81
�50 1
11.49,
113N]3
T
1
150
190.5
NOV-MAR
8
5
BNB
BH
4.8
3. 8 91.2
T
1
T
�240
APR -OCT
----------------------------------------------------------------------
gpPage: 4
ANIMAL WASTE UTILIZATION PLAN
8. I�5
SGHIBNB
%aa,
TOTAL
- Indicates that this field is being overseeded (i.e. interplanted) or
winter annuals follow summer annuals.
503.8
1.1----C)
1
$
6
BNB
BH
4.8
3.33
799.2
I
I
1240
APR -OCT
8
BNB
SGH
166.5
�_6
I
11.0
150 1
13.33
NOV-MAR
8
7
BH
4.8
240
113N13
I
1
11.49,
1357.6
APR -OCT
8
BNB
SGH
74.5INOV-MAR
�_7
11.0
�50 1
11.49,
END
T
%aa,
TOTAL
- 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.
gpPage: 5
ANIMAL WASTE UTILIZATION PLAN
----------------------------------------------------------------------
TABLE 2: ACRES WITH NOTARIZED AGREEMENT OR LONG TERM LEASE
(Agreement with adjacent landowners must be attached.)
(Required only if operator does not own adequate land.
See required specification 2.).
TRACT
FIELD
SOIL TYPE & CLASS-
CROP
YIELD
LBS
COMM N
**
* LBS
DETERMINING PHASE
CODE
AW N
PER
ACRES
AW N
PER AC
AC
USED
-----
or
-------
APPLY
RESID.
APPLIC
.METH
N
TIME
11
1
WAB
C
75
93.75
14.0
1312.5
MAR -JUN
11 I-1 �WAB ISGHk 1 150 114'0 700 -MAR
NOV
11 12 IWA13 Ic 175 193.75 1 117.5 11640.G2

MAR -JUN
11 -2 WAB SGH 1 50 17.5 875
NOV-MAR
END
TOTAL14528.12
Indicates that this field is being overseeded (i.e. interplanted) or w
annuals f'ol'low 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
gpPage: 6
ANIMAL WASTE UTILIZATION PLAN
----------------------------------------------------------------------
BH HYBRID BERMUDAGRASS-HAY TONS 50.0
C CORN BUSHELS 1.25
SAH SUMMER'ANNUAL HAY 50
SGH SMALL GRAIN -HAY TONS 50
TOTALS FROM TABLES 1 AND 2
TABLE 1
TABLE 2
ACRES
LBS AW N USED
41.67
1-9-161:-6- .
31.5
4528.125

TOTAL, � 73.17
* * * BALANCE ZZ2°i . to ZS
------ ------ h11od�il.�
*** This number must be less than or equal to 0 in order to #s
fully utilize the animal waste N produced.
�- �,4. a � �e5 v►ti aci � cafe
�,,�rifle r
gpPage: 7
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 2175.6 pounds of plant available nitrogen per year in the
sludge.
If you remove the sludge every 5 years, you will have approximately 10878
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 36.26 acres of land.' If you apply the sludge to corn at
the rate of 125 pounds.of nitrogen per acre, you will need 87.024 acres
of land. Please be aware that these are only estimates of the PAN and
land needed. Actual requirements could vary by 25% 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
gpPage: 8
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.'
Tract
Field
Soil Type
Crop
Application Rate
(in/hr)
Applic. Amount
(inches)
11
1
WAS
C
.5
*1.0
11
2
WAD
C
.5
*1.0
11
"1
WAB
SGH
.5
*1.0,
11
"2
WAD
SGH
.5
*1.0
272
1
BNB
BH
.35
*1.0
272
10
SNB
SAH
.60
*1.0,
272
11
BNB
SAH
.60
*1.0
272
12
BNB
SAH
.60
*1.0
272
13
GAB
SAH
.35
*1.0
272
14A
GAB
SAH
.35
*1.0
272
14B
GAB
SAH
.35
*1.0
272
15
GAB
SAH
.35
*1.0
272
16
END
SAH
.35
*1.0
272
2
BNB
BH
.35
*1.0
272
8
BND
SH
.35
*1.0
272
--5- r1
BNB
SAH
.60
*1.0
272
-1
BNB
SGH
.5
*1.0
272
=1.0-
BNB
SGH
.5
*1.0
272
Q�,=
BNB
SGH
.5
*1.0
272
� Aa
BNB
SGH
.5
*1.0
272
4
--14- CN
GAB
SGH
.35
*1.0
gpPage: 9
ANIMAL WASTE UTILIZATION PLAN

272
-A-A-
GAB
SGH
.35
*1.0
1
41
272
GAB
SGH
.35
*1.0
272
=±s
GAB
SGH
.35
*1.0
+A
272
"�-b-
SND
SGH
.35
*1.0
272
-2
BNB
SGH
.5
*1.0
272
"8
BNB
SGH
.5
*1.0
272
"9
BNB
SGH
.5
*1.0
8
3
BNB
BH
.35
*1.0
8
4A
BNB
BH
.35
*1.0
8
BNB
BH
.35
*1.0
8
5
BNB
BH
.35
*1.0
8
6
BNB
BH
.35
*1.0
8
7
BNB
- BH
.35
*1.0
8
BNB
SGH
.5
*1.0
8
A
BNB
SGH
.5
*1.0
8
�413
BNB
SGH
.5
*1.0
8
BNB
SGH
.5
*1.0
8
"5
BNB
SGH
.5
*1.0
8
BNB'
SGH
.5
*1.0
* This is
the
maximum application
amount allowed
for the soil
assuming
the
amount of nitrogen
allowed for the
crop is not over
applied.
In
many situations, the application
amount shown cannot
be applied
because
of the nitrogen limitation.
The maximum
application
amount shown can be
applied under
optimum soil
conditions.
Your facility
is
designed for 180.00
days of temporary
storage and the
temporary storage
must be removed on
the average of
once every 6.00 months.
----------------------------------------------------------------------
gpAage: 10

d
ANIMAL VASTE UTILIZATION PLAN
----------------------------------------------------------_-----------
In no instance should the volume of the waste be stored in your structure
be within the 25 year 24 hour storm storage or one foot of freeboard except
in the event of the 25 year 24 hour storm.
It is the responsibility of the producer and waste applicator to ensure
that the spreader equipment is operated properly to apply the correct rates
to the acres shown in Tables 1. and 2. Failure to apply the recommended
rates and amounts of nitrogen shown in the tables may make this plan
invalid.
Call your. technical specialist after you receive the waste analysis report
for assistance in determining the amount of waste per acre and the proper
application rate prior to applying the waste.
NARRATIVE OF OPERATION

KI
gpPage: 11
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.

B. 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: 12
--------------------------------------------------------------------
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 ndE' 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: 13
--------------------------------------------------------------------
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 50 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: 14
---------------------------------------------------------------------
------ANIMAL WASTE UTILIZATION PLAN
--- -�-- _-_------- ------ ------------ --------------------__-
STE UTILIZATION PLAN
Name of Farm:
Owner/Manager Agreement
I (we) understand and will f 1 and implement the specifications
and the operation and main enance rocedures established in the
approved animal waste ut' ization p n for ;hde.:!grm named above. I
(we) ]snow that any ex sion to the e stinn capacity of the
waste treatment and torage system or c struction of new
facilities will r uire a new certificati to be submitted to the
North Carolina vision of Water Quality (N Q) before the new
animals are ocked. I (we) also understand t t there must be no
discharge animal waste from this system to su ace waters of the
state fr a storm event less severe than the 25-y r, 24-hour
storm. he approved plan will be filed on-site at th farm office
and a the office of the local Soil and Water Conservat District
and will be available for review by NCDWQ upon request.
Name of Facility Owner: L. D. BLACK III
(Please print)

WASTE UTILIZATION PLAN PAGE
NAME OF FARM: L D Black III
OWNER / MANAGER AGREEMENT
I (we)•understand and will follow and implement the specifications
and the operation and maintenance procedures established in the ap-
proved animal waste utilization plan for the farm named above. I
(we) know that any expansion to the existing design capacity of the
I (we) understand that I must own or have access to equipment,
primarily irrigation equipment, to land apply the animal waste
described in this waste utilization plan. This equipment must be
available at the appropriate pumping time such that no discharge
occurs from the lagoon in a 25 -year 1. -day storm event. I also cer-
tify that the waste will be applied on the land according to this
plan at the appropriate times and at rates that no runoff occurs.
NAME OF FACILITY OWNER: LLD la II Xle 6
SIGNATURE: DATE:
NAME OF MANAGER (if different from owner):
please print
SIGNATURE:
DATE:
NAME OF TECHNICAL SPECIALIST: Parks V. Blake
AFFILIATION:
ADDRESS (AGENCY):
S IGNATURE : fay" '" ;/ 2�� DATE : - Zq •` �
A'A b( P -A4, �_ ,0AVPde'J

r=,WASTE. UTILIZATION -:PLANS...........=
ANIMAL WASTE UTILIZATION AGREEMENT
(Uaadad 004r It addltlona! land Aas to he jaasad, ata.)
I, �i.i hereby give - I�
perms neon to apply animal waste from TI -s- Waste Utilization System
on acres of my land for the duration of time shown below.
I understand that this waste contains nitrogen, phosphorous,
potassium, and other trace elements and when properly applied
should not harm my land or crops. I also understand that the use
of waste will reduce my need for commercial fertilizer.
Adjacent Landowner • Date:,
Waste Producer:— Date: /D Z -q5�
Technical Representative: Y Date: LO. 2r7-
SWCiD Representative: Date:
Term of Agreement:_ JSP ;I9 to jeA % 20 0
()tinimtsm of reran roars an Cost Shared Stams)
(See Required Specification No. 1.)
0

Date:�2/- �� --� 19 9�
TO WHOM IT MAY CONCERN:
I, P l��,�/ , understand that Mr. L. D. Black is going to
construct swine finishing unit{s} on his land which is located within 1,500 feet of my
dwelling. I further understand that at present local regulations require a distance of
1,500 feet. I have no objections to ,Mr. BIack's utilization of his land.
Signature
CAROLINA
COUNTY
I a o Public for the county and state aforesaid,
hereby certify that personally appeared before me
this day and acknowledged the execution of the foregoing instrument.
Witness my hand and notarial seal this the � day of 19 4.r•
Notary Public
My commission expires: IQ / 0

Date: 00
y , 19 9,�
TO WHOM IT MAY CONCERN:
I, _ 71ke S a -a brtsbn _ , understand that Mr. L. D. Black is going to
construct swine finishing unit(s) on his land which is located within 1,500 feet of my
dwelling I further understand that at present local regulations require a distance of
1,500 feet. I have no objections to Mr. Black's utilization of his land.
Signature T
CAROLINA
COUNTY
I, , ZtJ blic for the county and state aforesaid,
hereby certify that personally appeared before me
this day and acknowledged the ex tion of the foregoing instrument.
Witness my hand and notarial seal this the r-Z�--day of '19,1"5
My commission expires:
Notary Public
�d �Q

(F)Date: 19 96
TO WHOM IT MAY CONCERN:
I, rS� e - Sir , understand that Mr. L. D. Black is going to
construct swine finishing unit(s) on his land which is located within 1,500 feet of my
dwelling. I further understand that at present local regulations require a distance of
1,500 feet. I have no objections to Mr. Black's utilization of his land.
0
NORTH CAROLINA
N tart' Public for the county and state aforesaid,
hereby certify that personally appeared before me
this day and acknowledged the execution of the foregoing instrument.
Witness my hand and notarial seal this the ay of 119 9 5
Notary Public
My commission expires: ® ��

Date:CIZ.z J 191—n
TO WHOM IT MAY CONCERN:
I, DOO."Z •`I. "egy krn f✓ _, understand that Mr. L. D: Black is going to
construct swine finishing unit(s) on his land which is located within 1,500 feet of my
dwelling. I further understand that at present local regulations require a distance of
1,500 feet. I have no objections to Mr. Black's utilization of his land.
signature
NORTH CAROLINA
1, I�LayLd-1 • otary Public for the county and state aforesaid,
hereby certify that AI/i%O personally appeared before me
this day and acknowledged the execution of the foregoing instrument.
Witness my hand and notarial seal this the day of T ,19 711)
Votayblic
My commission expires: /

Date: acz 0� � ,19 9J
TO WHOM IT MAY CONCERN:
I, . __ •/ %��A , understand that Mr. L. D. Black is going to
construct swine finishing unit(s) on his land which is located within 1,500 feet of my
dwelling. I further understand that at present local regulations require a distance of
1,500 fe I have no objections to Mr. Black's utilization of hisland.
Signature
NORTH CAROLINA
1, &v 7—t _ COUNTY
Lfir. �Y J_,) 1 OLt L Lar- k , a Notary Public for the county and state aforesaid,
hereby certify that C3r,1:1 T i,�1 ek personally appeared before me
this day and acknowledged the execution of the foregoing instrument.
Witness my hand and notarial seal this the 6� = day of. (9G fa beR 1946
/ rL
Notary Public
My CWu H)N EXPfFi M &M A Lm
My commission expires:

1.11. Overseeding Small Grain Harvested for Hay or Grazed in Coastal
Bermuda
A. Issue: What is the allowable nitrogen rate for any small grain overseeded in
coastal?
Response: 50 pounds above the normal application rate for coastal. No reduction
in the 50 pounds is required if the small grain is grazed.
B. Issue: When must the small grain be harvested?
Res onse: In order to prevent damage to the coastal stand, the Certified Animal
Waste Management' Plan must specify that the small grain must be harvested
before the heads begin to form.
C. issue: What is alternative to 50 ]b tiitra en rate given in items A & B
above? .
Response: Other alternatives are established in NCSU memo dated_ July 13.
1998 titled Crop Management Practices for Selected Forages Used in Waste
Management may be used in lieu of items A & B. Strict adherence is
required to criteria given in memo including seeding and harvest dates.
1.12. Parts of a Waste Utilization Plan
Issue: What items make up a waste utilization plan (WT -TP)?
Resnonse: A waste utilization plan (WT -TP) is one part of a total animal waste
management plan. The WUP should be reported in a format comparable to the
current MRCS format prior to certification (see Field Office Tech. Guide IV,
Standard 633 - Waste Utilization). The plan should include:
* all fields receiving waste are to be listed with tract number, field number and
useable acres for each field;
• maps of all fields to be used for waste application;
0 amount of manure produced and used annually;
• waste application method;
• ail crops to be grown by field;
• realistic yield expectations (R.Y.E.) of the crops to be grown when available
and/or applicable;
1-6 July 1, 1998

O�O�C wArF9QG Michael F. Easley, Governor
William G. Ross Jr., Secretary
r- North Carolina Department of Environment and Natural Resources
Coleen H. Sullins, Director
Division of Water Quality
July 1, 2007
L D Black
Black Farm
1670 Lemuel Black Rd
Bunnlevel, NC 28323-8533
Subject: Certificate of Coverage No. AWS430004
Black Farm '
Animal Waste Management System
Harnett County
Dear L D Black,
In accordance with your application received on 8 -Dec -06, we are hereby forwarding to you this
Certificate of Coverage (COC) issued to L D Black, authorizing the operation of the subject animal waste
management system in accordance with General Permit AWG 100000.
This approval shall consist of the operation of this system including, but not limited to, the management
and land application of animal waste as specified in the facility's Certified Animal Waste Management
Plan (CAWMP) for the Black Farm, located in Harnett County, with an animal capacity of no greater than
the following swine annual averages:
Wean to Finish: 0 Feeder to Finish: 5880 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 12
careful attention to the record keeping and monitoring conditions in this permit.
Aquifer Protection Section 1636 Mail Service Center Raleigh, NC 27699-1636
Internet: www.ncwatnquality.org location: 2728 Capital Boulevard Raleigh, NC 27604
An Equal OpportunitylAffirmadve Action Employer -50% Recycled/10% Post Consumer. Paper
Ooil Carolina
Ntura!!y
Telephone: [phone]
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)
Harnett County Health Department
Harnett County Soil and Water Conservation District .
Fayetteville Regional Office, Aquifer Protection Section
AFO Unit Central Files
Permit File AWS430004

SOF W A rFgv Michael F. Easley, Governor
0 G William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Q ^r Coleen H. Sullins, Director
Division of Water Quality
July 1, 2007
L D Black
Black Farm
1670 Lemuel Black Rd
Bunnlevel, NC 28323-8533
Subject: Certificate of Coverage No. AWS430004
Black Farm '
Animal Waste Management System
Harnett County
Dear L D Black:
In accordance with your application received on 8 -Dec -06, we are hereby forwarding to you this
Certificate of Coverage (COC) issued to L D Black, authorizing the operation of the subject animal waste
management system in accordance with General Permit AWG 100000.
This approval shall consist of the operation of this system including, but not limited to, the management
and land application of animal waste as specified in the facility's Certified Animal Waste Management
Plan (CAWMP) for the Black Farm, located in Harnett County, with an animal capacity of no greater than
the following swine annual averages:
Wean to Finish: 0 Feeder to Finish: 5880 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 nav
careful attention to the record keeping and monitoring conditions in this permit.
Aquifer Protection Section 1636 Mail Service Center
Internet: www,ncwaterqualiiy.org Location: 2728 Capital Boulevard
An Equal Opportunity/Affirmative Action Employer- 50% Recyded110% Post Consumer Paper
One
Nv�rthCarolina
)naturally
Raleigh, NC 27699-1636 Telephone: [phone]
Raleigh, NC 27604 Fax l: (919) 7154)588
Fax 2: [phone]
Customer Service: [phone]

ANIMAL FACILITY ANNUAL CERTIFICATION FORM.
Certificate of Coverage or Permit Number 0nCA 2 015O� County 4arYi t If Year 200-5
Facility Name (as shown on Certificate of Coverage or Permit) F) OC -1L
Operator in Charge for this Facility -1w, . ( . 144- tiW Certification# 1-7 (a
Land implication of animal waste as allowed by the above permit occurred during the past calendar year
3p
YES NO. If NO, skip Part I and Part II and proceed to the1 waste
was generated but not land applied, please attach an explanation on how the anima died
Part I : Facility Information: FEB 0 8 2006
1. Total number of application Fields o Pulls (please check the appropriLeb,in,g���4emp
mal
Waste Management Plan (CAWMP): Total Useable
IS -1
2. Total number of Fields org (please check the appropriate box) on which land application occurred
during the year: IS . Total Acres on which waste was applied 1 •
3. Total pounds of Plant Available Nitrogen (PAN) applied during the year for all application sites:
4. Total pounds of Plant Available Nitrogen (PAN) allowed to be land applied annually by the CAWMP and
the permit: 1 �. �. VP ---
S. Estimated amount of total manure, litter and process wastewater sold or given to other persons and takers
off site during the year _ 6()A ie, _ tons or gallons (please check the appropriate box)
6. Annual average number of animals by type at this facility during the previous year:
-5,C3 0
7. Largest and smallest number of animals by type at this facility at any one time during the previous year:
Largest (031`f _
Smallest 2 5 7l
(These numbers are for informational purposes only since the only permit limit on the number of animals
at the facility is the annual average numbers)
8. Facility's Integrator if applicable:Y�-Sfi�
Part Il: Facility Status:
1F THE ANSWER TO ANY STATEMENT BELOW IS "NO", PLEASE PROVIDE A WRITTEN
DESCRIPTION AS TO WHY THE FACILITY WAS NOT COMPLIANT, THE DATES OF ANY NON
COMPLIANCE, AND EXPLAIN CORRECTIVE ACTION TAKEN OR PROPOSED TO BE TAKEN TO
BRING THIS FACILITY BACK INTO COMPLIANCE.
1. Only animal waste generated at this facility was applied to the permitted sites duringYes No
the past calendar year.
AFACF 3-14-03

2. The facility was operated in such a way that there was no direct runoff of waste from Yes No
the facility (including the houses, lagoons/storage ponds and the application sites) during
the past calendar year.
3. There was no discharge of waste to surface water from this .facility during the past 1'e No
calendar year.
4. There was no freeboard violation in any lagoons or storage ponds at this facility during Ye No
the past calendar year. (—
5. There was no PAN application to any fields or crops at this facility greater than the Yes No
levels specified in this facility's CAWMP during the past calendar year.
6. All land application equipment was calibrated at least once during the past calendar year. Y No
T Sludge accumulation in all lagoons did not exceed the volume for which the lagoon Yes No
was designed or reduce the lagoon's minimum treatment volume to less than the volume
for which the lagoon was designed.
S. A copy of the Annual Sludge Survey Form for this facility is attached to this Certification. No
9. Annual soils analysis were performed on each field receiving animal waste during the Yes No
past calendar year.
10. Soil pH was maintained as specified in the permit during the past calendar Year? Yes No
1 1. All required monitoring and reporting was performed in accordance with the facility's Yes No
permit during the past calendar year.
12. All operations and maintenance requirements in the permit were complied with during Yes No
the past calendar year or, in the case of a deviation, prior authorization was received
from the Division of Water Quality.
13. Crops as specified in the CAWMP were maintained during the past calendar year on all Yes No
sites receiving animal waste and the crops grown were removed in accordance with
the facility's permit.
14. All buffer requirements as specified on the permit and the CAWMP for this facility were Yes No
maintained during each application of animal waste during the past calendar year.
"I certify under penalty of law that this document and all attachments were prepared under my direction or
supervision in accordance with a system designed to assure that qualified personnel properly gather and
evaluate the information submitted. Based on my inquiry of the person or persons who manage the system, or
those persons directly responsible for gathering the information, the information submitted is, to the hest of
my knowledge and belief, true, accurate, and complete. I am aware that there are significant penalties for
submitting false information, including the possibility of fines and imprisonment for knowing violations."
Permittee Name and Title (tvne or orint)
Signature of Operator in Charge
(if different from Permittee)
AFACF 3-14-03 2
Date

Sludge Survey Data Sheet
Lagoon Identffication:
Sludge Survey Data Sheet L. D.
Completed by: `TP r o. r L.a ;.� n Date: _� -1� L. S
Print Name Signature
(A)
Grid
Point
No.
(S)
Distance from liquid surface
to top of sludge
(C)
Distance from liquid surface
to is oon bottom soil
(C)-(8)
Thickness of sludge
layer
Ft. & inches
Feet tenths
Ft. & inches
Feet tenths
Ft. & inches
Feet tenths
1
�-
2
3
4
5
c
6
z
7
r
8
c
9
(,
10
S,
---1---
11
12
13
14
15
16
17
18
19
20
21
22
23
24
Average
Jc
*All Grid Points and corresponding sludge laver thickness, must be shown on a sketch
attached to this Sludge Survey Data Sheet.
See Appendix 6 for conversion from inches to tenths of feet.
White - Office Yellow - Producer
Is

Lagoon Sludge Survey Form
A. Farm Permit or DWQ Identification Number 4 `�
r
13. Lagoon Identification T L • D. 6,/oc-k #
C. Person(s) taking Measurements ^ �J7_ nn e'_c 4- Ba idly
D. Date of Measurements
E. Methods/Devices Used for Measurement of:
a. Distance from the lagoon liquid surface to the top of the sludge layer:
b, Distance from the lagoon liquid surface to the bottom (soil) of lagoon:
c. Thickness of the sludge layer if making a direct measurement with "core sampler":
nt R
F. Lagoon Surface Area (using dimensions at inside top of bank): _ 1,''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 points
b. If more than 1.33 acre, r , � acres x 6- /0 , with maximum of 24.
(Using sketch and dimensions, develop a uniform "grid" that has number of intersection points that match
most closely with the estimated number of sampling points needed, Number the grid intersection points on
the lagoon grid to correspond with the data to be recorded for points of measurement.)
H. Conduct sludge survey and record data on "Sludge Survey Data Sheet".
1. 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:
0
(Determine from Plan or other lagoon records)
K. Calculate distance from present liquid surface level to Minimum Liquid
level: Item J -- Item I, assuming present liquid level is below Max. Liq, Level:
/, G
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):
c) ,
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): G • 7
N. Record from sludge survey data sheet the average thickness of the sludge layer: 3,9
O. Calculate the thickness of the existing Liquid Treatment Zone (Iters M - Item K):
(Note: If hem O 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.
b 1
Completed 1 J
p Y r1 n^.�''j'-"r �`' _ `�_'r� �i.r> ,^�(.ln-v!A•�,T Date: -3-f-/-c-)75
Print Name Signature
White - Office Yellow - Producer

Sludge Survey Data Sheet
Sludge Survey Data Sheet
Completed by: T �� L,-4-=6
Print Name
Sigrieture
Lagoon Identlflcation:
rj2.
i
C.�.c�.r ,I> Date: 3-1,4-o5
1 r.
6
(A)
Grid
Point
No.
(B)
Distance from liquid surface
to top of stud a
(C)
Distance from liquid surface
to lagoon bottom soil
(C) -(B)
Thickness of sludge
layer
Ft. & inches
Feet tenths
Ft. & inches
1 Feet(tenths)_Ft.
& Inches
Feet tenths
1
2
3,
4
5
b
g
f
7
01 a--
8 S
p.o
9
fo. 3
10
0.
11.a
12
13
14
15
16
17
16
18
20
21
22
23
24
Average
`�,
1 • �¢
z , S
*AH Grid Points and comes ondin slnd a layer thickness must be shown on a sketch
ttacbed to this Sludge Survgj Data Sheet.
See Appendix 6 for conversion from inches to tenths of feet.
White - Office Yellow - Producer

Lagoon Sludge Survey Form
A. Farm Permit or DWQ Identification Number-__
B. Lagoon Identification L- D j,,c�,k
C. Person(s) taking Measurements ',7r
D. Date of Measurements 3 - Ig _ 4•s
E. Methods/Devices Used for Measurement of:
a. Distance from the lagoon liquid surface to the top of the sludge layer:
S- ne- a:
b. Distance from the lagoon liquid surface to the bottom (soil) of lagoon:
c• Thickness of the sludge layer if making a direct measurement with "core sampler":
3_
F. Lagoon Surface Area (using dimensions at inside top of bank): Vs (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 points
b. If more than 1.33 acre, 1.9 acres x 6 = ; i , with maximum of 24.
(Using sketch and dimensions, devclop a uniform "grid" that has number of intersection points that match
most closely with the estimated number of sampling points needed. Number the grid intersection points on
the lagoon grid to correspond with the data to be recorded for points of 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): t. •4
J. Determine distance from Maximum Liquid Level to Minimum Liquid level:
(Determine from Plan or other lagoon records)
K. Calculate distance from present liquid surface level to Minimum Liquid
level: Item J — Item 1, assuming present liquid level is below Max. Liq. Level: .7
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): 1 a
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):
N. Record from sludge survey data sheet the average thickness of the sludge layer: 2-- S
O. Calculate the thickness of the existing Liquid Treatment Zone (Item M —Item K): _-
(Note: If Item O 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 ,21 g rr1k n r,4kX, Date: 2— IW - bS
Print Name , Signature
White - Office Yellow - Producer

.ANIMAL FACILITY ANNUAL CERTIFICATION FORM
Certificate of Coverage or Permit Number (-(4 County a.r Vie Year 200.E
Facility Name (as shown on Certificate of Coverage or Permit). 'u Y4 �� 4ccL r lam—a-
Operator
L
Operator in Charge for this Facility -e- M u -e-( Ajc- cli7 Certification #
Land appktation of animal waste as allowed by the above permit occurred during the past calendar year
S NO. If NO, skip Part I and Part -II and proceed to the certification. Also, if animal waste
was generated but not land applied, please attach an explanation on how the animal waste was handled.
Part I : Facility Information:
1. Total number of application Fields ❑ or Pulls a lease check the appropriate box) in the Certified Animal
Waste Management Plan (CAWMP): 17,7- Total Useable Acres approved in the CAWMP
2
Total number of Fields ❑ or Pulls Ly"(please check the appropriate box) on which land application
occurred during the year: 2 Total Acres on which waste was applied 2-
3.
3. Total pounds of Plant Available Nitrogen (PAN) applied during the year for all application sites:
X12 7� 2-
4.
4. Total pounds of Plant Available Nitrogen (PAN) allowed to be land applied annually by the CAWMP and
the permit: (a M1 i Z
S. Estimated amount of total manure, litter and process wastewater sold or given to other persons and taken
off site during the year 1l C)i c- tons ❑ or gallons ❑ (please check the appropriate box)
6. Annual average number of animals by type at this facility during the previous year:
S'� I `f
7. Largest and smallest number of animals by type at this facility at any one time during the previous year:
Largest 2 -
Smallest Smallest
(These numbers are for informational purposes only since the only permit limit on the number of animals
at the facility is the annual average numbers)
8. Facility's Integrator if applicable: ("V'z5--A I C -
Part II: Facility Status:
IF THE ANSWER TO ANY STATEMENT BELOW IS "NO", PLEASE PROVIDE A WRITTEN
DESCRIPTION AS TO WHY THE FACILITY WAS NOT COMPLIANT, THE DATES OF ANY NON
COMPLIANCE, AND EXPLAIN CORRECTIVE ACTION TAKEN OR PROPOSED TO BE TAKEN TO
BRING THIS FACILITY BACK INTO COMPLIANCE.
1. Only animal waste generated at this facility was applied to the permitted sites during 2 -Y --'es ❑ No
the past calendar year.
AFACF 3-14-03

2. The facility was operated in such a way that there was no direct runoff of waste from
LJ Yes ❑ No
the facility (including the houses, lagoons/storage ponds and the application sites) during
the past calendar year..
3. There was no discharge of waste to surface water from this facility during the past-
2/yes ❑ No
calendar year.
4: There was no freeboard violation in any lagoons or storage ponds at this facility -during
�/
L7 Yes []No
the past calendar year.
5. There was no PAN application to any fields or crops at this facility greater than the
/
I�� Yes El No
levels specified in this facility's CAWMP during the past calendar year.
6. All land application equipment was calibrated at least once during the past calendar year.
Yes ❑ No
7.. Sludge accumulation in all lagoons did not exceed the volume for which the lagoon
Yes ❑ No
was designed or reduce the lagoon's minimum treatment volume to less than the volume
for which the lagoon was designed.
8. A copy of the Annual Sludge Survey Form for this facility is attached to this Certification.
E Yes ❑ No
9., Annual soils analysis were performed on each field receiving animal waste during the
12" Yes []No
past calendar year.
10. Soil pH was maintained as specified in the permit during the past calendar Year?
Yes ❑ No
11. All required monitoring and reporting was performed in accordance with the facility's
CfYes ❑ No
permit during the past calendar year.
12. All operations and maintenance requirements in the permit were complied with during
Yes ❑ No
the past calendar year or, in the case of a deviation, prior authorization was received
from the Division of Water Quality.
11Crops as specified in the CAWMP were maintained during the past calendar year on all
dYes ❑ No
sites receiving animal waste and the crops grown were removed in accordance with
the facility's permit.
14. All buffer requirements as specified on the permit and the CAWMP for this facility were
1� Yes ❑ No
maintained during each application of animal waste during the past calendar year. .
"I certify under penalty of law that this document and all attachments were prepared under my direction or
supervision in accordance with a system designed to assure that qualified personnel properly gather and
evaluate the information submitted. Based on my inquiry of the person or persons who manage the system, or
those persons directly responsible for gathering the information, the information submitted is, to the best of
my knowledge and belief, true, accurate, and complete: I am aware that there are significant penalties for
submitting false information, including the possibility of fines and imprisonment for knowing violations."
D,CSWe->S 0wheN-
(type or
1-f 0 zgvtao_�_
2 7 s
Signature of Permittee Date
Signature of Operator in Charge
(if different from Permittee)
Date -
AFACF 3-14-03 2

Lagoon Sludge Survey Foran
A. Farm Permit or DWQ Identification Number
B. Lagoon Identification 1, �D , R JaLk.
C. Person(s) taking Measurements �p rine
D. Dale of Measurements —10 — 0
E. Methods/Devices Used for Measuemenl of:
a. Distance from the lagoon liquid surface to the top of the sludge layer:
b, Distance from the lagoon liquid surface to the bottom (colt) of lagoon:
s
c. Thickness of the sludge layer if making a direct measurement with "core sampler"
_ A- _ r
F. Lagoon Surface Area (using dimensions at the inside top of bank): { (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 acres: Use 6 points
b. If more than 1.33 acres, I' - acres x 6 = 10 with maximum of 24.
(using sketch and dimensions, develop a uniform "grid" that has number of intersection points that match
most closely with the estimated number of sampling points needed. Number the grid Intersection points on
the lagoon grid to correspond with the data to be recorded for points of measurement.)
H. Conduct sludge survey and record data an "Sludge Survey Data Sheet".
1. At the time of sludge survey, also measure the distance from the Maximum Liquid Level
to the Present Liquid Level (measure at the lagoon gage pole): �10_
J. Determine distance from Maximum Liquid limit to Minimum Liquid Level:
(Determine from Plan or other lagoon records)
K. Calculate distance from present liquid surface level to Minimum Liquid
1� O
'
Level: Item) • Item I, assuming present liquid level is below Max. Liq. Level:
y
L. Record from sludge survey data sheet the distance from the present liquid surface level
to the lagoon bottom (average for all the measuement points):
10,0
M. 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):
t
N. Record from the sludge survey data sheet the average thickness of the sludge layer:
3, �-
0. Calculate the thickness of the existing Liquid Treatment Zone (Item M - Item K):
(Note: If item 0 is less than 4 ft., a sludge removal and utilization plan may be required by
N.G. DWQ: See your specific permit or contact DWQ for more information.)'
P. Proceed to the sludge Volume Worksheet if desire to calculate sludge volume for rectangular shaped
lagoon with uniform side slope.
Completed by; e ^ P,44 Date: g2 -10-0y
Print Name Signature

I
Sludge Survey Data Sheet
-_l` Lagoon identification
Completed By' .�karvrOa4xt,,p--XW4—
Print game Signature
-� 2a _B: _ .
Daw 1- jb-pg
Grid
Point jAistance from liquid surface
No. tolop of sludge J
Distance from liquid surface
to lagoon 1:�Pttom (Soil)
T�ickness of sludge
layer
Tanths of feet
,
03
0.z
s
0.7
3
0'.2
9
0.7
4
0.3
10
0.8
s
a..
f
i 0.s
0.=
12
1 1.0
•
ASI Grid Points and corrgARondina_sludge layer thickness_ must be shown on a_sketch
attached to this Sludge Survey Data Sheet.
Conversion Table =rcrn Inches to Tenths of feet
Invhes
Tenths :f feet
Inches
Tanths of feet
,
2
0.z
s
0.7
3
0'.2
9
0.7
4
0.3
10
0.8
s
a..
„
i 0.s
0.=
12
1 1.0

f
Lagoon Sludge Survey Form
A. Farm Permit or DWQ Identification Number Y3- L
B, Lagoon Identification
G. Person(s) taking Measurements �"S, }."aM� _
D. Date of Measurements A -)0-0 q
E. MethodslDevices Used for Measuement of.
a. Distance from the lagoon liquid surface to the top of the sludge layer:
.:Dh,2r,
b. Distance from the lagoon liquid surface to the bottom (soil) of lagoon:
�td ro . nn f ai:,
c. Thickness of the sludge layer if making a direct measurement with "care sampler"
�A
F. Lagoon Surface Area (using dimensions at the inside top of bank): I , 4r (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 acres: Use B points
b. If more than 1.33 acres, I.f acres x fi with maximum of 24.
(using sketch and dimensions, develop a uniform "grid" that has number of intersection points that match
most closely with the estimated number of sampling points needed. Number the grid intersection points on
the lagoon grid to correspond with the data to be recorded for points of measurement.)
H. Conduct sludge survey and record data on "Sludge Survey Data Sheet".
I. At the Nme of sludge survey, also measure the distance from the Maximum Liquid Leve(
to the Present Liquid Level (measure at the lagoon gage pole):
J. Determine distance from Maximum Liquid limit to Minimum Liquid Level:+b
(Determine from Plan or other lagoon records)
K. Calculate distance from present liquid surface level to Minimum Liquid 17
Level: ItemJ - Item I, assuming present liquid level is below Max. Liq. Level: +
L. Record from sludge survey data sheet the distance from the present liquid surface level
to the lagoon bottom (average for all the measuament points):
M. 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): b
N. Record from the sludge survey data sheet the average thickness of the sludge layer: a
0. Calculate the thickness of the existing Liquid Treatment Zone (Item M - Item K): _ q
(Note: If item 0 is less than 4 ft., a sludge removal and uhiization plan may be required by
N.C. DWQ: See your specific permit or contact DWQ for more Information .)"6
P. Proceed to the sludge Volume Worksheet if desire to calculate sludge volume for rectangular shaped
lagoon with uniform side slope.
Completed by: ],a Mb Date: -)
Print Name Signature

Sludge Survey Data Sheet
Lagoon Identification:
Completed 8y: SLa_, . _ _ Date: 2-10—o4 _
Print Name 97 Signature �5
(A)
Grid
Point
No,
A
Distance from liquid surface
to top of sludge
(Cj
Distance from liquid surface
to lagoon bottom (soil)
(0)
'thickness of sludge
layer
1
Ft, & inches Feet (tenths)
Ft. & inches Feet (tenths)
Ft. & inches Feet (tenths)
2
0.2
8
0.7
2
0:2
9
30
3
}d,C
,o
iso
4
0.
3.
5
0.
12
1.0
7
16.0
13
0 1
13.0
10
4
3,
12
3
z.
13
14.
15
16
17
1s
19
20
21
22
23
24
„vera a
' All Grid Points and corresponding sludge laver thickness trust be shown on a sketch
attached to this Sludge Survey Data Sheet.
Conversion Table =ram Inches to Tenths of feet
Incnes
Tenths _i feet
Inches
Tenths of feet
1
0.1
7
.02
0-0-
2
0.2
8
0.7
3
0:2
9
0.7
a
C.3
10
0.8
5
0.
0.9
5
0.
12
1.0

F12
u
ANIMAL FACILITY ANNUAL CERTIFICATION FORM
Certificate of Coverage or Permit Number n G R Z I3 ao c f _ County gvy K •cam'` Year 200
Facility Name (as shown on Certificate of Coverage or Permit)_ ALL ritr_wt S
Operator in Charge for this Facility �4E-" D • 6 (Ajo Certification #
Land application of animal waste as allowed by the above permit occurred during the past calendar year
Land
YES NO. If NO, skip Part I and Part II and proceed to the certification. Also, if animal waste
was generated but not land applied, please attach an explanation on how the animal waste was handled.
Part I : Facility Information:
1. Total number of application Fields ❑ or Pulls 216lease check the appropriate box) in the Certified Animal
Waste Management Plan (CAWMP): 09 - 40 zl Total Useable Acres approved in the CAWMP
� 3• l 7 _
i
2. Total number of Fields ❑ or Pulls Z(please check the appropriate box) on which land application
occurred during the year: 13 Total Acres on which waste was applied 1C. G S.
3. Total pounds of Plant Available Nitrogen (PAN) applied during the year for all application sites:
?I '27,-2Z
4. Total pounds of Plant Available Nitrogen (PAN) allowed to be land applied annually by the CAWMP and
the permit: 1 `f'6 sy . -12-
5.
1Z5. Estimated amount of total manure, litter and process wastewater sold or given to other persons and taken
off site during the year 10�-- tons ❑ or gallons ❑ (please check the appropriate box)
b. Annual average number of animals by type at this facility during the previous year:
7. Largest and smallest number of animals by type at this facility at any one time during the previous year:
Largest 5W
Smallest / 2 cy
(These numbers are for informational purposes only since the only permit limit on the number of animals
at the facility is the annual average numbers)
8. Facility's Integrator if applicable:r�
Part II: Facility Status:
IF THE ANSWER TO ANY STATEMENT BELOW IS "NO", PLEASE PROVIDE A WRITTEN
DESCRIPTION AS TO WHY THE FACILITY WAS NOT COMPLIANT, THE DATES OF ANY NON
COMPLIANCE, AND EXPLAIN CORRECTIVE ACTION TAKEN OR PROPOSED TO.BE TAKEN TO
BRING THIS FACILITY BACK INTO COMPLIANCE.
Only animal waste generated at this facility was applied to the permitted sites 54e's ❑ No
the past calendar year
AFACF 3-1 -03
RECEIVED
JAN 3 12005
DENR-FAYEiTEVILLE REGIONALOFACE
WpO�4 � �o�Pllano �.
Non
r

2. The facility was operated in such a way that there was no direct runoff of waste from �es ❑ No
the facility, (including the houses, lagoons/storage ponds and the application sites) during
the past calendar year. -
3. There was no discharge of waste io surface water from this facility during the past P-les ❑ No
calendar year.
4. There was no freeboard violation in any lagoons or storage ponds at this facility during 3'Yes ❑ No
the past calendar year.
5. There was no PAN application to any fields or crops at this facility greater than the 'Yes ❑ No
levels specified in this facility's CAWMP during the past calendar year. .,�
6. All land application equipment was calibrated at least .once during the past calendar year.. 2-' es ❑ No
7. Sludge accumulation in all lagoons did not exceed the volume for which the lagoon ❑ Yes Rlglo .
was designed or reduce the lagoon's' minimum treatment volume to less than the volumep., - t r
for which the lagoon was designed. .
Q d to s is b'
8. A copy of the Annual Sludge Survey Form for this facility is attachee fication. ❑Yes El<o
9. Annual soils analysis were performed on each field receiving animal waste during the
QV'e"s ❑ No
past calendar year.
10. Soil pH. was maintained as specified in the permit during the.past calendar Year?
19--Y'es ❑ No
11. All required monitoring and reporting was performed in accordance with the facility's
permit during the past calendar year.
des .❑ No
12. All operations and maintenance requirements in the permit were complied with during
the past calendar year or, in the case of a deviation, prior authorization was received
E� es ❑ No
from the Division of Water Quality.
13. Crops as specified in the CAWMP were maintained during the past calendar year on all
& Yes ❑ No
sites receiving animal waste and the crops grown were removed in accordance with
the facility's permit.
14. All buffer requirements as specified on the permit and the CAWMP for this facility were
Ees ❑ No
maintained during. each application of animal waste during the past calendar year.
"I certify under penalty of law that this document and all attachments were prepared under my direction or
supervision in accordance with a system designed to assure that qualified personnel properly gather and
evaluate the information submitted. Based on my inquiry of the person or persons who manage the system, or
those persons directly responsible for gathering the information, the information submitted is, to the best of
my knowledge -and belief; -true; accurate; and- complete. -I am -aware that there are significant penalties for,
submitting . lse information, including the possibility of fines 4 nd ir:prisoninent for knowing violations.'
L) 91 F }i�F- •r -
ee Name and Title (tvt)e or
Signature o APemittee ate
parure of operator in Charge
different from Permittee) .
Date
AFACF '3-14-03 2

March 15, 1996
TO: Bennett Wynne
Habitat Conservation Program
North Carolina Wildlife Resources Commission
FROM: James K. Leumas, P. E. �
Dam Safety Engineer
Land Quality Section
RE: L. D. Black Swine Waste Lagoon Dike
Harnett County
FAY�ViLLE R.'I SECTION
iGOUAL OFFICE
A review has been made of your memorandum dated March 13, 1996 regarding the
referenced waste lagoon dike. This memorandum recommends constructing the lagoon dike high
enough to allow two feet of freeboard below the bottom of the emergency spillway; and
construction of a containment berm downstream from the dike.
Our staff has reviewed the application and has found that the design meets the criteria for
as established in the North Carolina Dam Safety Law of 1967 and the North Carolina Administrative
Code, Title 15A, Subchapter 2K - Dam Safety. Provided herein are some of the results of our
review.
The interior and exterior slopes of the dike embankment, which are 3.OH:1 V and 3.5H:1 V,
respectively, should provide a factor of safety for stability.of the slopes exceeding the
regulatory minimum factor of safety of 1.5 for long-term stability. Also, slopes which are
flatter than 2.5H:1 V can normally be easily maintained with mowing equipment.
Hydraulic
The settled top of the dike is at elevation 46.0. The east side of the dike, which is the side
with the maximum fill height, is to be over -built for settlement to elevation 47.0. The west
side of the dike is to be constructed to elevation 46.5. Pumping of liquid waste will start at
elevation 43.3. (There is 2.7 feet between the maximum operating level and the settled top
of the east side of the dike, 3.7 feet of freeboard between the maximum operating level
and the settled top of the east side of the dike, and 3.2 feet between the maximum
operating liquid level and the top of the west side of the dike.) The design inflow to the
lagoon from animal waste is approximately 0.00623 cubic foot per second (2.797 gallons
per minute). A 100 -Year 24 -Hour rainfall in Harnett County statistically has approximately
8.10 inches (0.68 foot) of rain.

Memorandum to Bennett Wynne
L. D. ,Black Swine Waste Lagoon Dike
Harnett County
March 15, 1996
Page Two
There is a 12-foot wide emergency spillway at elevation 45.0. -This spillway has a
maximum flow capacity.of approximately 40 cubic feet per second which could discharge
through it if the liquid level reached elevation 46.0. This spillway is indicated to be located
in natural ground.
Since the only inflow would be from animal waste flowing by gravity through small
diameter pipes into the lagoon and any rainfall that falls on the lagoon, this dam is
reasonably safe from overtopping_. (Other surface runoff is designed to be diverted so that
it will not flow into the lagoon.)
Seeoaae
The interior, of the lagoon is to be lined in sandy areas with a 2.0-foot (61-centimeter) thick
clayey material liner. Such a liner typically exhibits a permeability of 1 x 10-1 to 1 x 10'
centimeters per. second. .,Based ,on the types of soils indicated in the soils report, the use of
the lagoon's interior liner, the core trench,(I: E., cut-off.;trench), the embankment slopes and
the maximum height of the, embankment, seepage concerns appear to have been
adequately addressed from a safety -of -the -dike perspective:.: - I .
If the dike is constructed in accordance with the submitted plans and specifications, and
the dike is operated in accordance With the requirements of the waste utilization plan, and the dike .
is maintained by its,owner,-our office would expect good performance from the dike..
Please note that the Division of Environmental Management and/or the Division of Land
Resources will be inspecting this dike. annually: Other inspections can be made, if necessary, upon
request.
The "Dam Safety Law of 1-967" and the "North Carolina - Administrative Code, Title 15A,
Subchapter 2K - Dam Safety" do not provide the State with the_statutory or regulatory.auth_ ority to
require construction of a downstream containment berm.
Our office appreciates. your concerns regarding the potential off --site damage were this dike
to fail and your efforts to protect the. protect our State's natural resources. Thank you for your
input regarding the design and construction of this dike. Please know that your comments are
valued and, given. full consideration in our reviews: .
Please contact me if I may, be of further assistance regarding this application..
JKL/
cc: Mr. Joseph E."Glass, P. E.
�Mr: 11Aichael C: Wicker;
Mr. William Wescott _o

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: 14
---------------------------------------------------------------------
ANIMAL WASTE UTILIZATION PLAN
------------------------ ------ ------------ --------___-----------
STE UTILIZATION PLAN
Name of Farm•
Owner/Manager Agreement
I (we) understand and will f 1 and implement the specifications
and the operation and mai enance rocedures established in the
approved animal waste ut' ization p n for the farm named above. I
(we) know that any ex sion to the e 'sting design capacity of the
waste treatment and orage system or c struction of new
facilities will r uire a new certificate to be submitted to the
North Carolina vision of Water Quality (N Q) before the new
animals are ocked. I (we) also understand t t there must be no
discharge animal waste from this system to su ace waters of the
state fr a storm event less severe than the 25-y r, 24-hour
storm. he approved plan will be filed on-site at tri farm office
and a the office of the local Soil and Water Conservat District
and will be available for review by NCDWQ upon request.
Name of Facility Owner: L. D. BLACK III
(_Please print_)_

i
WASTE UTILIZATION PLAN
NAME OF FARM: L D Black III
OWNER / MANAGER AGREEMENT
I (we) understand and will follow and implement the specifications
and the operation and maintenance procedures established in the ap-
proved animal waste utilization plan for the farm named above. I
(we) know that any expansion to the existing design capacity of the
I (we) understand that I must own or have access to equipment,
primarily irrigation equipment, to land apply the animal waste
described in this waste utilization plan. This equipment must be
available at the appropriate pumping time such that no discharge
occurs from the lagoon in a 25 -year 1 -day storm event. I also cer-
tify that the waste will be applied on the land according to this
plan at the appropriate times and at rates that no runoff occurs.
NAME OF FACILITY OWNER: L D Bla &II
all z/a
SIGNATURE: DATE : 'f1'/V-1_!;'
.
NAME OF MANAGER (if different from owner) :
please print
SIGNATURE:
DATE:
NAME OF TECHNICAL SPECIALIST: Parks V. Blake
AFFILIATION:
ADDRESS (AGENCY):
SIGNATURE : � DATE: /I- f y ,- rS ^
!/
PAGE 9

ATT:A-C H -ME vT A
_ ,WASTE ;UTI........ -.4-1LIZATION PLAN
I WASTE =XLIZATION AGREEMENT
//�� (Mended "Ir 1t •ddletoswl land bas to be losssd, sea.)
Y, Ciel 0 , hereby give Z- -.D. 0" 1.JL
perms sion to appy animal waste from Flis waste Uti ization System
on acres of my land for the duration of time shown below.
I understand that this waste contains nitrogen, phosphorous,
potassium, and other trace elements and when properly applied
should not harm my land or crops. I also understand that the use
of waste will reduce my need for commercial fertilizer.
Adjacent Landowner;, Date: Zy
Waste Producer: •� Date: zo Z
Technical Representative: Date:
SWCD Representative: Date:
Term of Agreement: f- ,19 to J % 20 a 6
JMInisum of Sea !oars on Cost Shared Items)
(See Required Spocilication No. 2.)
4

Date-�2L 5�
(r-19 9"�
TO WHOM IT MAY CONCERN:
I, � %:J��fJ , understand that Mr. L. D. Black is going to
construct swine finishing unit(s) on his land which is located within 1,500 feet of my
dwelling. I further understand that at present local regulations require a distance of
1,55 feet. I have no objections to Mr. Black's utilization of his land
Signature
CAROLINA
COUNTY
I aZ�oty,Public for the county and state aforesaid,
hereby certify that personally appeared before me
this day and acknowledged the execution of the foregoing instrument.
Witness my hand and notarial seal this the r,-9 day of 19 q5•
My commission expires:
rpa -11 J&� 0
Public
� s
�
Date-�2L 5�
(r-19 9"�
TO WHOM IT MAY CONCERN:
I, � %:J��fJ , understand that Mr. L. D. Black is going to
construct swine finishing unit(s) on his land which is located within 1,500 feet of my
dwelling. I further understand that at present local regulations require a distance of
1,55 feet. I have no objections to Mr. Black's utilization of his land
Signature
CAROLINA
COUNTY
I aZ�oty,Public for the county and state aforesaid,
hereby certify that personally appeared before me
this day and acknowledged the execution of the foregoing instrument.
Witness my hand and notarial seal this the r,-9 day of 19 q5•
My commission expires:
rpa -11 J&� 0
Public

Date: OW C�Z , 19 7
TO WHOM IT MAY CONCERN:
I, -a bortsb n , understand that Mr. L. D. Black is going to
construct swine finishing unit(s) on his land which is located within 1,500 feet of my
dwelling. I further understand that at present local regulations require a distance of
1,500 feet. I have no objections to Mr. Black's utilization of his land.
kiA &n
Signature
CAROLINA
COUNTY
blic for the county and state aforesaid,
hereby certify that personally appeared before me
this day and ac mowledged the ex tion of the foregoing instrument.
Witness my hand and notarial seal this the�� ay of 19 9.6
Notary Public
My commission expires:

Date: '1996
TO WHOM IT MAY CONCERN.
I, TA`�'5 e. _ , understand that Mr. L. D. Black is going to
construct swine finishing unit(s) on his land which is located within 1,500 feet of my
dwelling. I further understand that at present local regulations require a distance of
1,5.00 feet. I have no objections to Mr. Black's utilization of his land.
EAm
NORTH CAROLINA
C�Ii�SA
I,`.1
hereby certify that
this day and acknowledged the ex
y Public for the county and state aforesaid,
i5z personally appeared before me
of the foregoing instrument.
Witness my hand and notarial seal this theay of ,19
Notary Public
My commission expires:9

Date: 19 Yn
TO WHOM IT MAY CONCERN:
I, It/ understand that Mr. L. D. Black is going to
construct swine finishing unit(s) on his land which is located within 1,500 feet of my
dwelling. I further understand that at present local regulations require a distance of
1,500 feet. I have no objections to Mr. Black's utilization of his land.
NORTH CAROLINA
COUNTY
otary Public fo the county and state aforesaid,
hereby certify that it%/UOA personally appeared before me
this day and acknowledged the execution of the foregoing instrument.
Witness my hand and notarial seal this the day of �: ,19 !,?
Cotary Public
My commission expires:

Date: �L ,19�J
TO WHOM IT MAY CONCERN:
I, & ��y j• /31RcIL , understand that Mr. L. D. Black is going to
construct swine finishing unit(s) on his land which is located within 1,500 feet of my
dwelling. I further understand that at present local regulations require a distance of
1,500 feet.., I have no objections to Mr. Black's utilization of his land.
Signature
NORTH CAROLINA
Art' COUNTY
I, LealI u 11ar- k, a Notary Public for the county and state aforesaid,
hereby certify that Q ck personally appeared before me
this day and acknowledged the execution of the foregoing instrument
Witness my hand and notarial seal this the day of Oc.'to6e"P-
No&7y Public
MY coM004 UPRS &ONLA Iwo
My commission expires:

1
..1 + �'
LI, L2
1. 11. Overseedina Small Grain Harvested for Hay or Grazed in Coastal
Bermuda
A. Issue: What is the allowable nitrogen rate for any small grain overseeded in
coastal?
Response: 50 pounds above the normal application rate for coastal. No reduction
in the 50 pounds is required if the small grain is grazed.
B. Issue: When must the small grain be harvested?
Response: In order to prevent damage to the coastal stand, the Certified Animal
Waste Management Pian must specify that the small grain must be harvested
before the heads begin to form.
C. Issue: What is alternative_ to 50 lb tiitrggen rate given in items„ A & B
above'
Response: Other alternatives are established in NCSU memo dated ,iuly 13,
1998 titled Crop Management Practices for Selected Foraees Used in Waste
Management may be used in lieu—of- ternsA & B. Strict adherence is
required to criteria given in memo including seeding and harvest dates.
1.12. Parts of a Waste Utilization Plan
Issue: What items make up a waste utilization plan (WUP)?
Response: A waste utilization plan (WUP) is one part of a total animal waste
management plan. The WUP should be reported in a format comparable to the
current MRCS format prior to certification (see Field Office Tech. Guide IV,
Standard 633 - Waste Utilization). The plan should include:
• all fields receiving waste are to be listed with tract number, field number and
useable acres for each field;
• maps of all fields to be used for waste application;
• amount of manure produced and used annually;
• waste application method;
• all crops to be grown by field;
• realistic yield expectations (R.Y.E.) of the crops to be grown when available
and/or applicable;
1-6 July 1, 1998

CERTIFIED AINU LAL WASTE MANAGEMENT PLAN(CAWMP'
WETTABLE ACRE DETERMINAT ION_ S
L •^D . /,'-7,/ A cam .c �'
h�aOZtif`� . ;c-""/.- 7/
1. General Instructions
a. The CAV INV Field Data Sheets) is/are used to provide data on the irrigation system(s) beim
used on the farm and the wetted acres are computed using the appropriate computation
method for CAVv vT wettable acres, depending on the type of irrigation system. The data
sheets and computation sheets will be attached to the CAV;W and copies of the entire file
will be located in the local Soil and Water Conservation District Office and in the farm
records. The farm file should be available to Division of Water Quality (DWQ) inspectors
and Division of Soil and Water (DSV) operational review personnel.
b. If detailed map of the buildings, lagoon(s) and land application areas is not available, obtain
or generate a map of the property to a defined scale. The map will include all fields used for
land application of wastewater. Locate on the map property -lines, buildings, lagoons, wells
(whether used or abandoned), ponds, streams, highways, farm roads and all land application
sites. Also show all residences and places of public assembly that are within 200 feet of a land
application area and all wells that are within 100 feet of a land application area. There are a
number of sources of maps. These include FSA maps which generally have a scale of I -inch
= 660 feet and county tax maps which normally have a scale of 1 -inch = 400 feet or 1 -inch
200 feet. Some counties now have the capability to generate a map from GIS data. These
are generally more up to date and provide much greater detail. It is also possible to survey
with total station equipment and generate an up-to-date map. Some growers may eie� to
have an aerial photo made of the property and this provides an up-to-date map. Some eastern
counties can provide maps prepared after Hurricane Fran_ The scale on the map needs to be
large enough to show details of the particular irrigation system being used. For example for
a hard -hose traveler system a scale of 1 -inch = 330 feet might be adequate. For a stationary
sprinkler or stationary gun system a scale of I -inch = 200 feet is the minimum scale that V6U
provide the detail needed. The map selected must be adequate to provide an accurate field
by field description such that irrigated acres can be obtained. Be sure that the scale is show
on the map and the north direction indicated. If a maR is enlaEged. ensure that the scale
remains accurate. This may require having. the enlargement done by some commercial
com anv that will guarantee accuracy. 9,1 _SGP/- = �'�- a00
'7is�a,-�c
2. There are potentially seven types of irrigation systems that can be used. Check below to indicate
the type(s) used on the farm.
a. Hard -hose traveler
b. Stationary sprinkler system with permanent pipe
4. Stationary sprinkler system with portable pipe
d. Stationary gun system with permanent pipe
e. Stationary gun system with portable pipe
f. Center -pivot system
z. Linear -move system

3 . Preparing the map and computing wettable acres
a. Select the data sheet(s) for the irrigation system(s) being used on the farm. Complete as a
minimum the required items on the data sheet(s), For all types of irrigation systems, it is
strongly recommended that the irrigation system be operated to collect data such as the
sprinkler wetted diameter and the pressure at the pivot point for the center pivot or at the boss
tower for the Iinear-move. Normally measured diameter will be approximately 90 percent
of the diameter indicated in the manufacturer's literature. Where possible, the optional items
shown on the data sheets should be obtained, but are not needed to compute wettable acres.
b. Using information recorded on the irrigation system data sheet(s), delineate on the map to
scale the areas that are used for land application of wastewater. For a stationary sprinkler or
gun system this means indicating the location and spacing of all sprinklers (guns) or sprinkler
(gun) locations. For a hard -hose traveler system, this means showing hydrant location and
spacing, the length of each pull and the gun arc angle. For a center -pivot this means
indicating the area covered by the center -pivot to include the end gun operation. Similarly
for a linear -move machine, the area covered by the machine should be delineated on the map.
A person should be able to take the information contained on the data sheets, the completed
map and using the appropriate tables or equations, compute the wetted acres.
Once the map is completed, using the appropriate CAWW Wettable Acre Computation
Worksheet or equation(s) (for the center -pivot and linear -move machines, only equations are
needed), compute the wettable acres for the farm.
d. The wettable acre determination is only made on existing irrigation systems. For new or
expanded irrigation systems, effective wetted area must be calculated. Refer to the
appropriate publications (stationary sprinkler or hard -hose traveler) or the appropriate
equation (center -pivot or linear -move) for the correct values to use to compute effective
wetted area. The effective wetted area is that area that receives at least 50 percent of the
target application amount. That area is included in the area enclosed by 78 percent of the
sprinkler diameter, but overlap areas are only counted once. Also for new or expanded
irrigation systems sprinkler and lateral spacings for stationary sprinkler and stationary gun
systems must be between 50 and 65 percent of sprinkler diameter and hydrant spacing for
hard -hose traveler systems must be between 60 and 75 percent of sprinkler diameter.

CAA'\:p Wevable Atse
Hard Hose Traveling Gun System
FIELD DATA SHEET
Traveling Gun Field Dau snee4 _:]'99
1. Make and model number_ �lo6,6s ��� �a%� Ira ve. �•e A Me LJ # A/030'7
?. Hose length [feet] and hose inside diameter (ID) 3 [inch]
3. Gun make and model number
4. Gun nozzle size /•/ [inch], _jef::� ring orifice, taper bore orifice.
5. Gun arc angle .270 [degrees]
6.
Travel lane spacing Z ZO [feet]. Indicate whether
✓uniform, random.
Number of exterior hydrants Number of interior hydrants
7.
Gun wetted diameter .31 S [feet]. measured,
used on gun chart.
8.
Gun pressure _[psi].
observed at working gauge,
determined from gun charts,
calculated (show calculations)
*"9.
Operating pressure at hose reel [psil
observed at working gauge,
provided by owner.
" 10.
Supply line size 6 [inch] (front pump to last hydrant).
'* 11.
Supply line length ?foo feet (maximum pumping distance).
* * 17
Supply line type r/ PVC, aluminum.
s" 13.
Pump make and model number
a.
�
"* 14,
Pump capacity, �gprn].
'*15.
Enzine make and model number
or
.*16.
Electric motor horsepower and rpm [hp]
[rpm]
hj=: 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. Show the location of the supply line.
Irrigated acres will be determined by travel lane
Optional data, furnish where possible.
*** Information furnished by
40
D Ge x/34 and/or-,' -- an-
Signature of Owner or Facility Reprsentative Signature of Technical Specialist ^
Printed ?game of Owner or Facility Representative
Date
_ �I�AN� �y�•v s
.Printed name of Technical Speacialist
Date .3-2? -? 7
** Only the person or persons collecting the data should sign the data sheet.

IRRIGATION SYSTEM DESIGN PARAMETERS
Landowner/OperaturName: Caunly: Wkc-w,!PT—r
Address:
Telephoue:
TABLE 1 - Field Specifications
0
Date:
Ficldt
Number
Approzhoate
Maximum
Useable She
otFleld2
(acres)
Sail Tyr
Slope
Crop(g)
Maxh:wm
Appllcallon
ltate3
(hAr)
Maximum
Applicalioo
per irrltallon
Cjyclr3
(Inches) Commenla
Z
ii
TR
Z/3z
Z
z .o
..
ISee attached neap.
27-otal field acreage minus required buffer areas.
3Refcr to N. C. h-rigation Guide, Field Once Tecimical Guide, Section H G. Aluival application must not exceed the agronomic rales for the soil and crop used.
NRCS, NC
]UNE, 1996

EXI-UBrr D-2
TABLE 2 - 'Traveling Irrigation Gun Settings
/-. D, 8/-P,/. !r
Make, Model and Type of Equipment:
iin66s /;--)ve`,,, Al, al,,.! .Q /D 3a P7 cf' AJ- lsv— S.e /S'.► I---„
I See attached asap.
2Sliow separate entries for each hydrant location in each field.
3Usc lite following abbreviations for various arc paticnis: 1- (full circle), TQ (three quarters), Tr (two thirds), I1(half circle), T (one third), Q (one quarter).
May also use degtocs of arc.
NRCS, NC
JUNE, 1996
Nozzle (4mating "-sting
Diallieler Pressure Pressuie Arc
I See attached asap.
2Sliow separate entries for each hydrant location in each field.
3Usc lite following abbreviations for various arc paticnis: 1- (full circle), TQ (three quarters), Tr (two thirds), I1(half circle), T (one third), Q (one quarter).
May also use degtocs of arc.
NRCS, NC
JUNE, 1996

Fr
EXI IIl11T U-2
FABLE 2 - Traveling Irrigation Gun Settings
L L : �/.J • f L.
Make, h'lodcl and Type of Equipment:
I See altachcd mop.
2Sltow separate entries for cacti hydrant location in each Geld.
3Use the following abbreviations for various are patients: h (full circle), TQ (flute (luarters), 'lT (twa thirds), I i (half circle), T (one third), Q (one quarter).
May also use degrees of arc.
NRCS, NC
JUNE, 1996
I
OA
="in,
I See altachcd mop.
2Sltow separate entries for cacti hydrant location in each Geld.
3Use the following abbreviations for various are patients: h (full circle), TQ (flute (luarters), 'lT (twa thirds), I i (half circle), T (one third), Q (one quarter).
May also use degrees of arc.
NRCS, NC
JUNE, 1996

r
CAW7.1P �Ve:table A:.e Traveling Gun Ccmputuianal R'vrishe ; ; .0-79
L -•Hard Hose Traveling Gun System
COMPUTATIONAL WORKSHEET
�XP�9r✓D �,D U r,� a_ 6 ��,� 5 Y s TE' M
1. Farm Number (Identification) %# 2 72_ _ Field Number (Identification) 3
2. Irrigatiorn System Designation Existing Irrigation System !✓ New/ Eipanded Irrigation System
3. Number of Travel Lanes # Interior Lanes # Exterior Lanes [feet] Length of pu11(L1)
# Interior Lanes # Exterior Lanes _feet] Length of puil(L2)
# Interior Lanes # Exterior Lanes [feet] Length of pull(L3)
4. Wetted Diameter .3/S [feet] From field data sheet
S. Spacing Z ZO Hydrant Spacing [feet] 7b [as percent of wetted diameter]
6. Hydrant Layout ✓Multiple Hydrants Single Hydrant Excessively spaced Hydrants
7. Read the irrigated area per travel pull for the given wetted diameter from the a�.. ?nate table and column
based on pattern, spacing, and travel lane location. Fx" °" w'61 -c, =C3rP z ` �Z'F-S
w
�ydran�
C--.►C7/�tiT.
-ra6
Erd
Middle Por4-lon
Uei,4 VC. J 14JJ 143 SIO =
s4,, End
711a/ AC,;,
r=-,J,C2 n
0
0 1 S3
(.�µs)(zyZ.85)��3ss _ l-31
V.26
,,'<./0
✓,l�
?U-7o-��
(3��1fz�r
10
1l
�9'J [z2�/�13sGcs = 1 L4
0, ZS
Z-37
BIZ -70
0,52.
(31?s) (Z2V1X3sbo = l,q`tt
p .z5
?.71
v14A
AIZ-70
D. Z60
�55)[I/o�S6D = 0.3(0
0.6Z
5
f r -7n
0,5Z
/1/C?
VjS
/V) -70
0,2-G
60 D) 0 6)15V3560 0.2-5
v
I6
/v %5+ Lrr.
mitt
p . Z (c
(Yb 443S1-, r /. 3 D
—
1.5 Co

CALL%IP Wcu. ble Acrer v y' �.'A Tnvciing Gun Convutatiartal LL -kxhee 2-20-99
Hard Hose Traveling Gun System
COMPUTATIONAL WORKSHEET
�XI�.STi�G - t�•va�e6PDvr� sYsr.M
7'* 7-7 /T 8
i. Farm Number (Identification) 7-0 = E' 7w 8 Field Number (Identification) I ez 1l
2. Irrigation System Designation _Z -Existing Irrigation System New/ Expanded Irrigation System
I Number of Travel Lanes # Interior Lanes # Exterior Lanes �[feet] Length of pull(LI)
# Interior Lanes # Exterior Lanes jfeet] Length of pull(L2)
# Interior Lanes # Exterior Lanes _[feet] Length of pull(L33)
4. Wetted Diameter 315 [feet] From field data sheet
5. Spacing ZZO Hydrant Spacing [feet] 70 [as percent of wetted diameter]
6. Hydrant Layout _�/ ultiple Hydrants Single Hydrant Excessively spaced Hydrants
7. Read the irrigated area per travel pull for the given wetted diameter from the a propriate table and column
based on pattern, spacing, and travel lane location. Gx`^' °'' w `a+"' 3�-�Q 4-'x =
Yy,t rar\4-
A/0'
L -K' r
/rNT,
i�a
5+'a,+ End
Middle- bn
L04S, S
-5.4e Ell at
�Wa As ,
rLa n
/
,
O.(o
3�'l
(5) �7S�y
4EF-70
;::7
�E- n
0, 6
L14 go)
3,7 a
3
=E-70
D•C01+
(6o)LJn)IY3, S6 = D•�5
�ze)(ZS1.951�5/ SGa��,/lo
a .Z
-
72•ZY-
D,57
0,57
(SO)(71D jjQ Stc
(39a)(xzp�y.3s�o c /9?
D.2.Z,
x•89
V Al d
f 90 .( rel)
0'-57
( V 9o) (315 X,JIq-Uma = J. 24
1`15
E.Z'-70
0.67
650)(If= 0,/9
(57 a)�ZZn)1y.3r6o = 2.88
0.Z2-
3.8D
(39,P)(z o�)Iy-mz z-zs
o. i
-.3,3 3
`33)/i/?f6
/- * q
6,5'7
2.07
O,Z9
3,33
Y�
76,58 A--

CAN4%IP Wcublc A..Ye / r T\ , j f Traveling Gun CompuLuimuS Wari shce :-20.99
Hard Hose Traveling Gun System
COMPUTATIONAL WORKSHEET
E'X7ST/N G - TtMPlal�rQR y � ys T�i4/
1. Farm Number (Identification) 7.it 213 2- Field Number (Identification) Z ��
2. Irrigation System Designation J/ Existing Irrigation System New/ Expanded Irrigation System
3. Number of Travel Lanes # Interior Lanes Or Exterior Lanes [feet] Length of pull(L1)
#Interior Lancs 7'r Exterior Lancs jfeet] Length of pull(L2)
# Interior Lanes # Exterior Lanes [feet] Length of pull(U)
4. Wetted Diameter 315; [feet] From field data sheet
5. Spacing _2-7 0 Hydrant Spacing [feet] [as percent of wetted diameter]
6. Hydrant Layout Multiple Hydrants Single Hydrant Excessively spaced Hydrants
7. Read the irrigated area per travel pull for the given wetted diameter from the appropriate table and column
based on pattern, spacing, and gravel lane location. Sk4wsr c�►'a -3/s Q �. i �s�•7s'
�c�dran�
O.
E -)(T.. /.TNT.
7 s
5farf End
M. We- Acro -ion
S-1#=
.S4y Find
70,14/ mss,
u 4g?n
T—
6 q.
("]4s/7/y3s6c �C, 5 9
0. ? -q
s.5 ?.
(gss)(3ISx•*g3Sit r .22.
0.29
7•oB
73
ET -7o
D.ST
(s�o�[u)%�3s� = Z.98
O:ZZ
3.77
j--�-
�E-7o
D.3Z
(yap) �I�11./y3s60 = /,57
---
/•9�
�S

C" f//e/ / 1 ! /
.�.-/Q%/
Z 70 ° X�-�

Table EE70. Area Allowances for Existing Hard Hose Traveler Systems
� S(3 /r% Exterior lane - in field with multiple overlapping lanes:
Hydrant Spacing based on 70 percent of .verified wetted diameter,
S3„5 (Areas shown are acreage outside starting/stopping gun location)
wetted start end
diameter wetted
Stop end wetted area, acres
d
area
arc angle
arc angle
arc angle
arc angle
arc angle
(feet)
(acres)
180 degrees
225 degrees
270 degrees
315 degrees
330 degrees
(A)
(B)
(C)
(D)
(E)
(F)
(G)
150
0.18
0.00
0.04
0.08
0.13
0.15
160
0.21
0.00
0.04
0.09
0.15
0.17
170
0.24
0.00
0.05
0.11
0.17
0.19
180
0.26
0.00
0.06
0.12
0.19
0.22
190
0,29
0.00
0.06
0.13
0.21
0.24
200
0.33
0.00
0.07
0.15
0.24
0.27
210
0.36
0.00
0.08
0.16
0.26
0.29
220
0.40
0.00
0.08
0.18
0.29
0.32
230
0.43
0.00
0.09
0.19
0.31
0.35
240
0.47
0.00
0.10
0.21
0.34
0.38
250
0.51
0.00
0.11
0.23
0.37
0.42
250
0.55
0.00
0.12
0.25
0.40
0.45
270
0.60
0.00
0.12
0.27
0.43
0.49
�7 280
0.64
0.00
0.13
0.29
0.46
0.52
290
0.69
0.00
0.14
0.31
0.50
0.56
300
0.74
0.00
0.15
0.33
0.53
0.60
310
0.78
0.00
0.16
0.35
0.57
0.64
320
0.84
0.00
0.18
0.37
0.61
0.68
330
0.89
0.00
0.19
0.40
0.64
0.73
340
0.94
0.00
0.20
0.42
0.68
0.77
350
1.00
0.00
0.21
0.45
0.72
0.62
360
1.06
0.00
0.22
0.47
0.77
0.86
370
1.12
0.00
0.23
.0.50
0.81
0.91
380
1.18
0.00
0.25
0.53
0.85
0.96
390
1.24
0.00
0.26
0.56
0.90
1.01
400
1.31
0.00
0.27
0.59
0.95
TOT
410
1.37
0.00
0.29
0.62
0.99
1.12
420
1.44
0.00
0.30
0.65
1.04
1.18
430
1.51
0.00
0.32
0.68
1.09
1.23
440
1.58
0.00
0.33
0.71
1.14
1.29
450
1.65
0.00
0.35
0.74
1.20
1.35
460
1.73
0.00
0.36
0.77
1.25
1.41
470
1,80
0.00
0.38
0.81
1.31
1.47
480
1.88
0.00
0.39
0.84
1.36
1.54
490
1.96
0.00
0.41
0.68
1,42
1.60
500
2.04
0.00
0.43
0.91
1.48
1.67
C�=.WMP Wettable Acre
�raveiing Gun System Page 17 ESAE-217-99, 2,'20!99

Table E170. Area Allowances for Existing Hard Hose Traveler Systems
Interior lane - in field with multiple overlapping lanes:
Hydrant Spacing based on 70 percent of yeriftd wetted diameter,
(Areas shown are acreage outside starting/stopping gun location)
wetted start end Stop end wetted area, acres
diameter wetted
d area arc angle arc angle arc angle arc angle are angle
(feet) (acres) 180 degrees_ 225 degrees 270 degrees 315 degrees 330 degrees
(A) (B) (l:) (D) (E) (F) (G)
150
0.16
0.00
0.03
0.06
0.11
0.13
160
0.19
0.00
0.03
0.07
0.13
0.15
170
0.21
0.00
0.03
0.08
0.15
0.17
180
0.24
0.00
0.04
0.09
0.16
0.19
190
0.26
0.00
0.04
0.10
0.18
0.21
200
0.29
0.00
0.05
0.11
0.20
0.23
210
0.32
0.00
0.05
0.12
0.22
0.26
220
0.35
0.00
0.06
0.14
0.25
0,28
230
0.39
0.00
0.06
0.15
0.27
0.31
240
0.42
0.00
0.07
0.16
0.29
0.34
250
0.46 _
0.00
0.07
0.18
0.32
0.36
260
0.49
0.00
0.08
0.19
0.34
0.39
270
0.53
0.00
0.08
0.20
0.37
0.42
--P- 280
0.57
0.00
0.09
0.22
0.40
0.46
290
0.62
0.00
0.10
0.24
0.43
0.49
300
0.66
0.00
0.10
0.25
0.46
0.52
310
0.70
0.00
0.11
0.27
0.49
0.56
320
0.75
0.00
0.12
0.29
0.52
0.60
330
0.80
0.00
0.13
0.31
0.55
0.63
340
0.85
0.00
0.13
0.32
0.59
0.67
350
0.90
0.00
0.14
0.34
0.62
0.71
360
0.95
0.00
0.15
0.36
0.66
0.75
370
1.00
0.00
0.16
_ 0.38
0.69
0.80
380
1.06
0.00
0.17
0.41
0.73
0.64
390
1.11
0.00
0.18
0.43
0.77
0.88
400
1.17
0.00
0.19
0.45
0.81
0.93
410
1.23
0.00
0.20
0.47
0.85
0.98
420
1.29
0.00
0.21
0.50
0.89
1.03
430
1.35
0.00
0.22
0.52
0.94
1.08
440
1.42
0.00
0.23
0.54
0.98
1.13
450
1.48
0.00
0.24
0.57
1.03
1.18
460
1.55
0.00
0.25
0.59
1.07
1.23
470
1.62
0.00
0.25
0.62
1.12
1.26
480
1.69
0.00
0.27
0.65
1.17
1.34
490
1.76
0.00
0.28
0.68
1.72
1.40
500
1.83
0.00
0.29
0.70
1.27
1.45
C;,'r IMP Wettable Acre
raveling Gun System ?2aP 24 5:3AC-217-99. 2,120/09

Table E90+, Area Allowances for Existing Hard Hose Traveler Systems
Field with Single Pull or Multiple pulls and
Hydrant Spacing Greater 1hanthan 90 percent of v..tdbcd_weVzd. diameter,
(Area.s shown are acreage outside stardnglstopping gun location)
wetted start end Stop end wetted area, acres
diameter wetted
d area arc angle arc angle arc angle arc angle arc angle
(feet) (acres) 180 degrees 2-25 d reel 270 degrees 315 degrees 330 degrees
(A) (B) (C) (0) (E) (F) (G)
150
0.16
0.00
0.04
0.08
0.12
0.14
160
0.19
0.00
0.05
0.09
0.14
0.16
170
0.21
0.00
0.05
0.11
0.16
0.18
180
0.24
0.00
0.06
0.12
0.18
0.20
190
0.26
0.00
0.07
0.13
0.20
0.22
200
0.29
0.00
0.07
0.15
0.22
0.24
210
0.32
0.00
0.08
0.15
0.24
0.27
220
0.35
0.00
0.09
0.18
0.27
0.29
230
0.39
0.00
0.10
0.19
0.29
0.32
240
0.42
0.00
0.11
0.21
0.32
0.35
X , q : 250
0.45
0.00
0.11
0.23
0.34
0.38
315 260
5
0.49
0.00
0.12
0.25
0.37
0.41
270
0.53
0.00
0.13
0.27
0.40
0.44
280
0.57
0.00
0.14
0.29
0.43
0.48
290
0.61
0.00
0.15
0.31
0.46
0.51
300
0.66
0.00
0.15
0.33
0.49
0.52
310
0.70
0.00
0.18
0.35
0.53
0.58
320
0,75
0.00
0.19
0.37
0.56
0.62
330
0.80
0.00
0.20
0.40
0.60
0.66
340
0.84
0.00
0.21
0.42
0.63
0.70
350
0.89
0.00
027-
0.45
0.67
0.75
350
0.95
0.00
0.24
0.47
0.71
0.79
370
1.00
0.00
0.25
0.50
0.75
0.83
380
1.05
0.00
0.25
0.53
0.79
0.88
390
1.11
0.00
0.28
0.56
0.83
0.93
400
1.17
0.00
0.29
0.58
0.88
0.97
410
1.23
0.00
0.31
0.61
0.92
1.02
420
1.29
0,00
0.32
0.64
0.97
1.07
430
1.35
0.00
0.34
0.58
1.01
1.13
440
1.41
0.00
0.35
0.71
1.06
1.18
450
1.48
0.00
0.37
0.74
1.11
1.23
460
1.55
0.00
0.39
0.77
1.16
1.29
470
1.61
0.00
0.40
0.81
1.21
1.34
480
1.68
0.00
0.42
0.84
1.26
1.40
490
1.75
0.00
0.44
0.88
1.32
1.46
500
1.83
0.00
0.46
0.91
1.37
1.52
C,kWMF Wettable Acre
Traveling Gun System Pace 29 EBAE-99, 2'20199

Table NE70. Design Area Allowances for New or Expanded Hard Hose Traveler Systems
i EXTERIOR lane - in field with multiple overlapping lanes:
'3/5 Hydrant Spacing teased on 70 percent of wetted diameter,
wetted
diameter
(Areas shown are acreage outside starting/stopping gun location)
start end
wetted
Stop end wetted area, acres
d
area
arc angle
arc angle
arc angle
arc angle
arc angle
(feet)
(acres)
180 degrees
225 degrees
270 degrees
315 degrees`
330 degrees
(A)
A
(C)
(D)
(E)
(F)
(G)
150
0.12
0.00
0.03
0.06
0.09
0.10
160
0.14
0.00
0.03
0.07
0.10
0.11
170
0.16
0.00
0.04
0.08
0.12
0.13
180
0.17
0.00
0.04
0.09
0.13
0.14
190
0.19
0.00
0.05
0.10 .0.14
0.16
200
0.22
0.00
0.05
0.11
0.16
0.18
210
0.24
0.00
0.06
0.12
0.18
0.20
220
0.26
0.00
0.06
0.13
0.19
0.22
230
0.28.
0.00
0.07
0.14
0.21
0.24
240
0.31
0.00
0.07
0.15
0.23
0.26
250
0.34
0.00
0.08
0.16
0.25
0.2B
260
0.36
0.00
0.09
0.18
0.27
0.30
270
0.39
0.00
0.09
0.19
0.29
0.33
280
0.42
0.00
0.10
0.21
0.31
0.35
290
0.45
0.00
0.11
0.22 .,
0.34
0.38
300
0.48
0.00
0.11
0.24a�
3
0.36
0.40
31S 310
0.520-53
0.00
0.120./7-
0.25 0zL �
0.39p q4
0.430,
320
0.55
0.00
0.13
0.27
0.41
0.46
330
0.59
0.00
0.14
029
0.44
0.49
340
0.52
0.00
0.15
0.30
0.45
0.52
350
0.66
0.00
0.16
0.32
0.49
0.55
360
0.70
0.00
0.16
0.34
0.52
0.58
370
0.74
0.00
0.17
0.36
0.55
0.61
380
0.78
0.00
0.18
-0.38
0.58
0.64
390
0.82
0.00
0.19
0.40
0.61
0.68
400
0.86
0.00
0.20
0.42
0.64
0.71
410
0.90
0.00
0.21
0.44
0.67
0.75
420
0.95
0.00
0.22
0.46
0.71
0.79
430
0.99
0.00
0.23
0.49
0.74
0.83
440
1.04
0.00
0.25
0.51
0.78
0.86
450
1.09
0.00
0.26
0.53
0.81
0.90
460
1.14
0.00
0.27
0.56
0.85
0.94
470
1.19
0.00
0.28
0.58
0.89
0.99
480
1.24
0.00
0.29
0.61
0.92
1.03
490
1.29
0.00
0.30
0.63
0.96
1.07
500
1.34
0.00
0.32
0.66
1.00
1.12
CAWMP Wettable Acre
Traveling Gun System Page 32 E$AE-217-99, 2'20199

Table N170. Design Area Allowances for New or Expanded Hard Hose Traveler Systems
INTERMOR lane - in field with multiple overlapping lanes:
Hydrant Spacing based on 70 percent of wetted diameter,
(Areas shown are acreage outside starting/ stopping gun location)
wetted start end Stop end wetted area, acres
diameter wetted
d area arc angle arc angle arc angle arc angle arc angle
(feet) (acres) 180 degrees 225 degrees 270 degrees 315 degrees 330 degrees
(A) (B) (C) (D) (E) (M (G)
150
0.12
0.00
0.03
0.06
0.09
0.10
160
0.13
0.00
0.03
0.06
0.10
0.11
170
0.15
0.00
0.03
0.07
0.11
0.13
180
0.17
0.00
0.04
0.08
0.13
0.14
190
0.19
0.00
_ 0.04
0.09
0.'14
0.15
200
0.21
0.00
0.05
0.10
0.16 y - --
0.17
210
0.23
0.00
0.05
0.11
0.17
0.19
220
0.26
0.00
0.06
0.12
0.19
0.21
230
0.28
0.00
0.06
0.13
0.21
0.23
240
0.30
0.00
0.07
0.15
0.22
0.25
250
0.33
0.00
0.07
0.16
0.24
0.27
2,30
0.36
0.00
0.08
0.17
0.26
0.29
270
0.38
0.00
0.08
0.18
0.28
0.32
280
0.41
0.00
0.09
0.20
0.31
0.34
290
0.44
0.00
0.10
0.21 4a
0.33
0.37
300
0.47
0.00
0.10
0.23 9,51
0.35
0.39
X310
0.51 c .�Z
0.00
0.11 0'/1
0.24 0,2s,
0.37 0,39
0.42
320
0.54
0.00
0.12
0.26
0.40
0.45
330
0.57
0.00
0.13
0.2B
0.42
0.47
340
0.61
0.00
0.13
0.29
0.45
0.50
350
0.65
0.00
0.14
0.31
0.48
0.53
350
0.68
0.00
0.15
0.33
0.51
0.56
370
0.72
0.00
0.16
0.35
0.53
0.60
380
0.76'
0.00
0.17
0.37
0.56
0.53
390
0.80
0.00
0.18
0.38
0.59
0.66
400
0.B4
0.00
0.19
0.40
0.62
0.70
410
0.89
0.00
0.20
0.43
0.66
0.73
420
0.93
0.00
0.21
0.45
0.69
0.77
430
0.97
0.00
0.22
0.47
0.72
0.81
440
1.02
0.00
0.23
0.49
0.76
0.84
450
1.07
0.00
0.24
0.51
0.79
0.88
460
1.12
0.00
0.25
0.54
0.83
0.92
470
1.16
0.00
0.26
0.56
0.85
0.96
4B0
1.21
0.00
0.27
0.5B
0.90
1.00
490
1.27
0,00
0.28
0.61
0.94
1.05
S00
1.32
0.00
0.29
0.63
0.98
1.09
CAWMP Wettable Acre
Traveling Gun System Page 36 E3AE-217-99, 2120199

Table N75+. Design Area Allowances for New or Expanded Hard Hose traveler Systerr•.s
EXTERIOR OR INTERIOR lane - in field with single pull or:
Hydrant Spacing greater than 75 percent of wetted diameter,
(Areas shown are acreage outside starting/ stopping gun location)
wetted start end Stop end wetted area, acres
diameter wetted
d area arc angle are angle are angle arc angle arc angle
(feet) (acres) ISO degrees 225 degrees 270 degrees 315 degrees 330 degrees
(A) (6) (C) (D) (E) (7 (G)
150
0.12
0.00
0.03
0.05
0.09
0.10
160
0.14
0.00
0.04
0.07
0.11
0.1
170
0.16
0.00
0.04
0.08
0.12
0.13
180
0.18
0.00
0.04
0.09
0.13
0.15
190
0.20
0.00
0.05
0.10
0.15
0.17
200
0.22
0.00
0.05
0.11
0.16
0. , IT .
210
0.24
0.00
0.06
0.12
0.18
C.2:,
220
0.27
0.00
0.07
0.13
0.20
0.22
230
0.29
o.oa
0.07
0.15
0.22
0.24
240
0.32
0.00
0.08
0.16
0.24
0.2:
250
0.34
0.00
0.09
0.17
C.26
0.25
260
0.37
0.00
0.09
0.19
0.28
0.31
270
0.40
0.00
0.10
0.20
0.30
0.33
280
0.43
0.00
0.11
0.22
0.32
0.35
290
0.46
0.00
0.12
0.23
0.35
0.3e
300
0.49
0.00
0.12
0.25
0.37
0.41
315-110
0.53 p, s2
0.00
0.13
0.26
0.40
0.44
320
0.56
0.00
0.14
0.28
0.42
0.47
330
0.60
0.00
0.15
0.30
0.45
0.50
340
0.63
0.00
0.16
0.32
0.48
0.C.
350
0.67
0.00
0.17
0.34
0.50
0.59-
.5=35x0
350
0.71
0.00
0.18
0.35
0.53
0.5:
370
0.75
0.00
0.19
0.38
0.56
0.63
380
0.79
0.00
0.20
0.40
0.59
0.6=-
390
0.83
0.00
0.21
0.42
0.63
0.70
400
0.88
0.00
0.22
0.44
0.68
0.73
410
0.92
0.00
0.23
0.46
0.69
0.77
420
0.97
0.00
0.24
0.48
0.73
0.81
430
1.01
0.00
0.25
0.51
0.76
0.85
4.40
1.06
0.00
0.27
0.53
0.80
0.88
450
1.11
0.00
0.28
0.56
0.83
0.93
460
1.16
0.00
0.29
0.58
0.87
0.97
470
1.21
0.00
0.30
0.61
0.91
1.01
480
1.26
0.00
0.32
0.63
0.95
1.05
490
1.32
0.00
0.33
0.66
0.99
1.10
'500,
1.37
0.00
0.34
0.69
1.03
1.14
�r.VJM= Wettable Acre
,ava!iryC Gun System Psae 38 EEA: -217-99. _20.199

Nelso„ Iso see ��•J /, i�'' �.�f
25
-31-5' x 70 70 = ZLv.,5 = G/se Z2.0/ Jrp2 G�rr7
�1----�_
GPM=zzs
r =
W :: Z70
9c•3)(ZuJ X 3&o - D. 4579
z /
3,IL� 69 x �S?,� ago L Q, 4/n/JcA ev►-
AS.$ 4'.5" =. 6 -
-� rr
/d /= ;z o
a! = p , S ,.
(�-16 0 �5c 7-
A4 - .�

$5 Pascon Court
Gaston, SC 29053
[phone]
[phone] FAX
Environmental Fabrics, Inc. ww.environ menlalfabrics.com
lIr
APR 1 &.20108
ORR-rA"U w RSID
MLOMCE
SUBMITTAL
a5
F
of
PROJECT:
IFI47551.-- B1a' Farni
Digester Floating. Covers

a
imi; Environmental Fabrics, Inc.
85 Pascon Court
Gaston, SC 29053
[phone]
[phone] FAX
www.environmentalfabrics.com
SUBMITTAL
Digester Fl`oating'Covers...;,,
rf�
r LOCATION:
a.
,�< 3 '�-r
Lillington, North Carolina
�a, �i� � �--�
b 8�

ANIMAL WASTE UTILIZATION PLAN
----------------------------------------------------------------------
Producer: L. D. BLACK III
Location: 1.670 LEMUAL BLACK RD
BUNNLEVEL NC 28323
Telephone: [phone]
Type Operation: Existing Feeder to Finish Swine
Number of Animals: 5880.00 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 p-'r'event 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 impertant.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.

gpPage: 1
ANIMAL WASTE UTILIZATION PLAN
----------------------------------------------------------------------
5. Wind conditions should also be considered to avoid drift and
downwind odor problems.
G. 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.)
5880 hogs x 1.9 tons waste/hogs/year = 11172 tons
AMOUNT OF PLANT AVAILABLE NITROGEN (PAN) PRODUCED PER YEAR
5880 hogs x 2.3 lbs PAN/hogs/year = 13524 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.

gpPage: 2
ANIMAL WASTE UTILIZATION PLAN
----------------------------------------------------------------------
TABLE 1: ACRES OWNED BY PRODUCER
TRACT
FIELD
SOIL TYPE & CLASS-
CROP
YIELD
LBS
COMM N
**
* LBS
SGH
DETERMINING PHASE
CODE
AW N
PER
ACRES
AW N
�50
13.99
1195
NOV-MAR
272
2
PER AC
AC
USED
888
----
I
1240
or
APR -OCT
-------
BNB
SGH
APPLY
RESID.
1-2
APPLIC
11.0
II
150 1
13.7
METH
4.8
N
BH 4.8
TIME
272
1
BNB
BH
240
I
3.99
1152
APR -OCT
272
I
SGH
APR -OCT
272
SGH
J.-1 JBNB
11.0
li
�50
13.99
1195
NOV-MAR
272
2
BNB
BH 4.8
888
I
1240
13.7
APR -OCT
272
BNB
SGH
1-2
11.0
II
150 1
13.7
1185
NOV-MAR
272
BH 4.8
799.2
111 IIIND
I
1240
13.33
APR -OCT
272
SGH
1`8 JBNB
11.0
I
150 1
13.33
1166.5
NOV-MAR
272
BNB
-2-8
3`i3:Q
1-9- 1
I-rc-r
12.1
APR -OCT
272
­lr�BNB
SGH
50
��
11.0
T
12.1
1105
NOV-MAR
272
BNB-�
z -�
X4.9--
\ r1$ 1
12.29
[APR -OCT
272
=�&BNB
SGH 11.0
150 1
12.29
1114.5
\10 c"

272
272
272
272
� SIT
[
BNB
1.7 5
SAH'
1-2-,,9-
BNB
V) 01,
87.5
3-2,
BNB
2 . 3 7
's9a 'rn,s,t
u
BNB
T Coaskl. 1 13' llp I m
SGH1-1.0 150
I
SGH 1.0 50
I
----------------------------------------------------------------------
gpPage: 3
ANIMAL WASTE UTILIZATION PLAN
-----------------------------------------------------------------------
272
NOV-MAR
1.7 5
SAH'
1-2-,,9-
APR -OCT
1.75
87.5
NOV-MAR
2 . 3 7
's9a 'rn,s,t
nfnG 1S.i'/
1-2-3-.7
APR -OCT
2.37
1118.5
272
NOV-MAR
----------------------------------------------------------------------
gpPage: 3
ANIMAL WASTE UTILIZATION PLAN
-----------------------------------------------------------------------
272
J­i.-3-3�
GAB
SAH'
1-2-,,9-
66
2.71
I 27 PA R-OCT.g
's9a 'rn,s,t
nfnG 1S.i'/
272
GAB
SGH
50
Ij
I
12.71
1135.5
NOV-MAR
272
GAB
62
�a ,
ICoa,11
APR -OCT
Q I' -f .IIV'iti p�y
16 V
272
GAB
SGH 1
1 �O.
1
I
150
1.62
131
NOV -MAR
272
3�
GAB
SAH -2--6-
1 : 18�
I ".r,mg;
APR -OCT
272
GAB
SGH 1
1.18
cL �)
1
I I 1
150
15-9
NOV-MAR
272
-�5-
GAB
_F
.51
-5-1- S4.6
1
1-2-~
T u;�`` .°�
\\ \q
APR -OCT
272
GAB
SGH 1
5 0
.51
1
I
1
1
125,5
NOV-MAR
272
BNDrt'
-17
d1 j�
T csbl 'z, ,�
11.56
APR -OCT
272
--tt-
BND
SGH 1
1.56
I
150
178
NOV-MAR
8
13 1
BNS
IBH 4.8
240 1
1537.6

8
8
8
8
8
8
-3 BNB
4A SNB
_4A BNB
4B SNB
-4B BNB
5 1 BNB
SGH
1.0
1112
NOV-MAR
2.89
�50
1693.6
APR -OCT
2.89
BH
4.8
240
I
434 .4
ISGH
APR -SEP
1.81
90.5
SGH
NOV-MAR
I
11.0
150
APR -OCT
BH
4.8
240
I
BNB
Y ap-�iM$
I
ie�.i�:i�►��i:
I
IAPR -OCT
2 24
1112
NOV-MAR
2.89
1693.6
APR -OCT
2.89
.1190MAR
1144.5
NOV-MAR
1.81
434 .4
ISGH
APR -SEP
1.81
90.5
13.8
NOV-MAR
3.8
1-912 '
APR -OCT
----------------------------------------------------------------------
gpPage: 4
ANIMAL WASTE UTILIZATION PLAN
----------------------------------------------------------------------
8
.1190MAR
1-5
1BNB
ISGH
I1.0
150 1
13.8
8
6
BNB
BH
4.8
I
1240
1
13.33
1799.2
APR -OCT
8
BNB
SGH
1.0
1,_6
1
I
150
1
13.33
1166.5
NOV-MAR
8
7
BNB
BH
240
1.49
I I
14.8
1357.6
APR -OCT
8
�7
SGH
1.49
JBNB
I
11.0
150
174.5
NOV-MAR
END
I
TOTAL I i-c^r'rv1-o'
- Indicates that this field is being cverseeded (i.e. interplanted) or
winter annuals follow summer annuals.

F .
4 '
NOTEI: ..The applicator is .cautioned that P and K may be over appli.ed 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.
lla�', .S
----------------------------------------------------------------------
gpPage: 5
ANIMAL WASTE,UTILIZATION PLAN
----------------------------------------------------------------------
TABLE 2: ACRES WITH NOTARIZED AGREEMENT OR LONG TERM LEASE
(Agreement with adjacent landowners must -be attached.)
(Required only if operator does not own adequate land.
See required specification 2.)
TRACT
FIELD
SOIL TYPE & CLASS-
CROP
YIELD
LBS
COMM N
**
* LBS
DETERMINING PHASE
CODE
AW N
PER
ACRES
AW N
PER AC
AC
USED
-----or
-------
APPLY
RESID.
APPLTC
METH
N
TIME
11
1
WAB
C
75
93.75
14.0
1312.5
MAR -JUN
11 J-1 WAB 1SGH' 11 150 I 1.14.0 1700
NOV-MAR
11 2 IWAB Ic 175 193.75 1 117.5 11640.62

±� I MAR -JUN
11 1-2 JWAS SGH 1 150 1 17.5 1875
NOV-MAR
END 4 I I I
TOTAL 4528.12
Indicates that this field is being cverseeded (i.e. interplanted) or w
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
----------------------------------------------------------------------
gpPage: 6
ANIMAL WASTE UTILIZATION PLAN
----------------------------------------------------------------------
BH HYBRID BERMUDAGRASS-HAY
C CORN
SAH SUMMER ANNUAL HAY
.SGH SMALL GRAIN -HAY
TABLE 1
TABLE 2
TOTALS FROM TABLES 1 AND 2
ACRES
LBS AW N USED
41.67
-1411.6 I1,as5.5.
31.5
4528.125
TONS 50.0
BUSHELS 1.25
50
TONS 50

TOTAL 73 .17 -14fs�- 5 15 3. a5
*** BALANCE-------------------222`�.is2-5
*** This number must.be less than or equal to'0 in order to
%L
fully utilize the animal waste N produced. 6�ne� Su p
a�nuui5 s°.?
Ca�� � krmuAa a
.rn uc5 �- circ
WYijRe. n
gpPage: 7
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 2175.6 pounds of plant available nitrogen per year in the
sludge.
If you remove the sludge every 5 years, you will have approximately 1.0878
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 36.26 acres of land. If you apply the sludge to corn at
the rate of 125 pounds of nitrogen per acre, you will need 87.024 acres
of land. Please be,aware that these are only estimates of the PAN and
land needed. Actual requirements could vary by 25% 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
gpPage: 8
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.
Tract
Field
Soil Type
Crop
Application Rate
(in/hr)
Applic. Amount
(inches)
11
1
WAD
C
.5
*1.0
11
2
WAD
C
.5
*1.0
11
WAD
SGH
.5
*1.0'
11
WAD
SGH
.5
*1.0
272
1
BNB
BH
.35
*1.0
272
10
BNB
SAH
.60
*1.0.
272
11
SNB
SAH
.60
*1.0
272
12
BNB
SAH
.60
*1.0
272
13
GAB
SAH
.35
*1.0
272
14A
GAB
SAH
.35
*1.0
272
14B
GAB
SAH
.35
*1.0
272
15
GAB
SAH
.35
*1.0
272
16
END
SAH
.35
*1.0
272
2
BNB
SH
.35
*1.0
272
S
BND
BH
.35V
*1.0
272
-- r1
BNB
SAH
.60
*1.0
272
-1
BNB
SGH
.5
*1.0
272.
=9-
BNB
SGH
.5
*1.0
2721fi
BNB
SGH
.5
*1.0
272
--172
BNB
SGH
.5
*1.0
272
JG
GAB
SGH
.35
*1.0
gpPage:
ANIMAL WASTE UTILIZATION PLAN

----------------------------------------------------------------------
gpPage: 10
272
34-A�-
GAB
SGH
.35
*1.a
aP
272
GAB
SGH
.35
*1.0
272
=mss
GAB
SGH
.35
*1.0
+A
272
"-1-&
BND
SGH
.35
*1.0
272
"2
BNB
SGH
.5
*1.0
272
BNB
SGH
.5
*1.0
272
"9
BNB
SGH
.5
*1.0
8
3
BNB
BH
.35
*1.0
8
4A
BNB
BH
.35
*1.0
8
4B
BNB
BH
.35
*1.0
8
5
BNB
BH
.35
*1.0
8
6
BNB
BH
.35
*1.0
8
7
BNB
BH
.35
*1.0
8
"3
BNB
SGH
.5
*1.0
8
"4A
BNB
SGH
.5
*1.0
8
�4B
BNB
SGH
.5
*1.0
S
"5
BNS
SGH
.5
*1.0
8
"6
8N13
SGH
.5'
*1.0
a
"7
BNB
SGH
.5
*1.0
* This is
the
maximum application
amount allowed
for the soil
assuming
the
amount of nitrogen
allowed for the
crop is not over
applied.
In
many situations, the application
amount shown cannot
be applied
because
of the nitrogen limitation.
The maximum
application
amount shown can be
applied under
optimum soil
conditions.
Your facility
is
designed for 180.00
days of temporary
storage and the
temporary storage
must be removed on
the average of
once,every 6.00 months.
----------------------------------------------------------------------
gpPage: 10

M
r r
ANIMAL WASTE UTILIZATION PLAN
----------------------------------------------------------------------
In no instance should the volume of the waste be stored in your structure
be within the 25 year 24 hour storm storage or one Foot of freeboard except
in the event of the 25 year 24 hour storm.
It is the responsibility of the producer and waste applicator to ensure
that the spreader equipment is operated properly to apply the correct rates
to the acres shown in Tables 1 and 2. Failure to apply the recommended
rates and amounts of nitrogen shown in the tables may make this plan
invalid.
Call your technical specialist. after you receive the waste analysis report
for assistance in determining the amount of waste per acre and the proper
application rate prior to applying the waste.
NARRATIVE OF OPERATION

gpPage: 11
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
pet 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 crap 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: 12
--------------------------------------------------------------------
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-ccmponent 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: 13
--------------------------------------------------------------------
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: 14
-------'-ANIMAL WASTE UTILIZATION PLAN
-----�----------------------------------------
TE UTILIZATION PLAN AG
Name of Farm:. \
Owner/Manager Agreement
I (weX
erstand and will f 1 and implement the specifications
and tration and main enance rocedures established in the
approimal waste ut' ization p n for the farm named above. I
(we) hat any ex cion to the e 'sting design capacity of the
wastement and tcrage system or c struction of new
facilwill r uire a new certificati to be submitted to the
Northlina vision of Water Quality (N Q) before the new
animaocked. I (we) also understand t t there must be no
dischanimal waste from this system to su ace waters of the
statea storm event less severe than the 25-y r, 24-hour
stormapproved plan will be filed on-site at th farm office
and aoffice of the local Soil and Water Conservat District
and will be available for review by NCDWQ upon request.
Name of Facility Owner: L. D. BLACK III
(Please print)

WASTE UTILIZATION PLAN PAGE +�
NAME OF FARM: L D Black III
OWNER / MANAGER AGREEMENT
I (we) understand and will follow and implement the specifications
and the operation and maintenance procedures established in the ap-
proved animal waste utilization plan for the farm named above. I
(we) know that any expansion to the existing design capacity of the
I (we) understand that I must own or have access to equipment,
primarily irrigation equipment, to land apply the animal waste
described in this waste utilization plan. This equipment must be
available at the appropriate pumping time such that no discharge
occurs from the lagoon in a 25 -year 1 -day storm event. I also cer-
tify that the waste will be applied on the land according to this
plan at the appropriate times and at rates that no runoff occurs.
NAME OF FACILITY OWNER :9 L D Bla -D 11� 40 7-16 6
SIGNATURE: DATE : ti ~ Is
NAME OF MANAGER (if different from owner):
please print
SIGNATURE: -
DATE:
NAME OF TECHNICAL SPECIALIST: Parks V. Blake
AFFILIATION:
ADDRESS (AGENCY):
I, �z
SIGNATURE : �`' DATE :- /q S
� ,I P­Zr'� ' C_/L-(70 0QAVP0Nd

STE., WI....-LIZAT...............
ION:PLAN�,;
ANIMAL WASTE UTILIZATION AGREEMENT
(seeded onlr if additional land has to be loosed, eta.) ,, p
I , C���-f' �r � hereby give Z-
perms,�j cion to apply animal waste from is Waste Utilization System
on acres of my land for the duration of time shown below,
I understand that this waste contains nitrogen, phosphorous,
potassium, and other trace elements and when properly applied
should not harm my land or crops. I also understand that the use
of waste will reduce my -need for commercial fertilizer.
Adjacent Landowner • ate:
Waste Producer: Date: 47� '95�
Technical Representative: _ Date: �_ Zr]-
SWCD Representative: Date.-
Term
ate:Term of Agreement: 19�L, to J � % , 20 Q 6
(Minimum of Sao Tsars an Cost Shared Dams)
(Sae Required Specification, No. 2.)
9

0TODate: 19 70-
TO
WHOM IT MAY CONCERN:
I, �� ,{J , understand that Mr. L. D. Black is going to
construct swine finishing unit(s) on his land which is located within 1,500 feet of my
dwelling. I further understand that at present local regulations require a distance of
1,500 feet I have no objections to Mr. Black's utilization of his land.
Signature
NORTH CAROLINA
COUNTY
i a otaPublic for the county and state aforesaid,
her
certify that personally appeared before me
this day and acknowledged the execution of the foregoinginstrument
Witness my hand and notarial seal this the � day of 19 4 -55 -
My commission expires:
Public

ML
Date: 19
TO WHOM IT MAY CONCERN:
I, 1k(e 5 a B1, uftSbn understand that Mr. U. D. Black is going to
construct swine finishing unit(s) on his land which is located within 1,500 feet of my
dwelling. I further understand that at present local regulations require a distance of
1,500 feet I have no objections to Mr. Black's utilization of his land.
F1,40 do
Signature
CAROLINA
COUNTY
I, " , tJ blit for the county and state aforesaid,
hereby certify that personally appeared before me
this day and acknowledged the exe tion of the foregoing instrument
Witness my hand and notarial seal this the c ay of 19 9,�
Notary Public
My commission expires: �� Q

Date: 19
TO WHOM IT MAY CONCERN:
I, understand that Mr. L. D. Black is going to
construct swine finishing unit(s) on his land which is located within 1,500 feet of my
dwelling. I further understand that at present local regulations require a distance of
1,500 feet. I have no objections to Mr. Black's utilization of his land.
NORTH CAROLINA
COUNTY
I, a461� Notary Public for the county and state aforesaid,
hereby certify that personally appeared before me
this day and acknowledged the execution of the foregoing instrument.
Witness my hand and notarial seal this the `zlay of C _ . _ .19 9-�5
Notary Public
My commission expires: /IA�19�

Date: 191�
TO WHOM IT MAY CONCERN:
I, , u, `/r ffr�.e�c��f✓ ,understand that Mr. L. D. Black is going to
construct swine finishing unit(s) on his land which is located within 1,500 feet of my
dwelling. I further understand that at present local regulations require a distance of
1,500 feet. I have no objections to Mr. Black's utilization of his land.
Signature
NORTH CAROLINA
`- • &- otary Public for the county and state aforesaid,
hereby certify that Al/t%O N personally appeared before me
this day and acknowledged the execution of the foregoing instrument.
Witness my hand and notarial seal this the day of�- 19 l�
otary Public
My commission expires:

Date:
TO WHOM IT MAY CONCERN:
I, Y understand that Mr. L. D. Black is going to
construct swine finishing unit(s) on his land which is located within 1,500 feet of my
dwelling. I further understand that at present local regulations require a distance of
1,500 fe I have no objections to Mr. Black's utilization of his'land.
u
Signature
NORTH CAROLINA
A4&A. - 7-1` COUNTY
I, ! . ea l d /ft FA L l a - A , a Notary Public for the county and state aforesaid,
hereby certify that af T JK4,4 personally appeared before the
this day and acknowledged the execution of the foregoing instrument.
Witness my hand and notarial seal this the day of OG fa bee ,19 Qb
�L
Notary Public
w+r co�ussior+EXAIAES►�ZS, ��
My commission expires:

' 1
( 11 �,M ✓ �' J 1 1
7.11. Overseeding Small Grain Harvested for _Hay or Grazed in Coastal
Bermuda
A. Issue: What is thte allowable nitrogen rate for any small grain overseeded in
coastal?
Response: 50 pounds above the normal application rate for coastal. No reduction
in the 50 pounds is required if the small grain is grazed.
B. Issue: When must the small grain be harvested?
Response: In order to prevent damage to the coastal stand, the Certified Animal
Waste Management Plan must specify that the small grain must be harvested
before the heads begin to form.
C. Issue: What is alternative to 50 Ib !nitrogen rate given in items A & B
above?
Response: Other alternatives are established in NCSU memo dated July 13.
1998 titled Crop Management Practices for Selected Forages Used in Waste
Management_ may be used in lieu of items A & B. _Strict adherence is
required to criteria iven_in memo including seeding and harvest dates.
1.12. Parts of a Waste Utilization Plan
Issue: What items make up a waste utilization plan (W -UP)?
Response: A waste utilization plan (WUP) is one part of a total animal waste
management plan. The WUP should be reported in a format comparable to the
current NRCS format prior to certification (see Field Office Tech. Guide IV,
Standard 633 - Waste Utilization). The plan should include:
• all fields receiving waste are to be listed with tract number, field number and
useable acres for each field;
• maps of all fields to be used for waste application;
• amount of manure produced and used annually;
• waste application method;
• all crops to be grown by field;
• realistic yield expectations (R.Y.E.) of the crops to be grown when available
and/or applicable;
Julv 1, 1998

State` of No Carolina
Department of Environment and Natural Resources
Division of Water Quality
Animal Feeding Operations Permit Application Form
('THIS FORM MA Y BE PHOTOCOPIED FOR USE AS AN ORIGINAL)
State General Permit - Existing Animal Waste Operations
I. GENERAL INFORMATION:
1.1 Facility name: _J 11 � k'- rc -/VtS
1.2 Print Land Owner's name: j /��[
1.3 Mailing address: _/b <a i -el l k e gl"'"
City, State: l� o n l 'x-,04 Zip: c.
Telephone number (include area code): (!i ) � - � c ee a -" 2-1
L u
1.4 Physical address: 2,e -Y,:, � Pew,,-( I ��- ok 0L '`
'' J Zip: Z 95VL
City, State: L 1 IE q
Telephone number (include area code)j:_
1.5 County where facility is located: __-A&I-11
1.6 Facility location (directions from nearest major highway, using SR numbers for state road
"t
:
`` [Li
1.7 Farm Manager's name (if different from Land Owner): ro `� et '
I� �
1.8 Lessee's / Integrator's name (if applicable, circle which type is listed): eS'k, c 1"rL� iYl S
1.9 Facility's original start-up date:.] Date(s) of facility expansion(s) (if applicable):
2. OPERATION INFORMATION:
2.1 Facility number:
2.2 Operation Description:
it U n—
ON,rL Gk-A`YC
Please enter the Design Capacity of the system. The "No. of Animals" should be the maximum number for which the waste
management structures were designed.
Type of Swine No. of Animals Type of Poultry No. -of Animals T of Cattle No. of Animals
❑ Wean to Feeder
C Feeder to Finish
❑ Farrow to Wean (# sow)
❑ Farrow to Feeder (# sow)
❑ Farrow to Finish (# sow)
❑ Wean to Finish (# sow)
❑ Gilts
❑ Boar/Stud
Other Type of Livestock on the farm:
❑ Layer
❑ - Non -Layer
❑ Turkey
❑ Turkey Poults
❑ Beef Brood Cow
❑ Beef Feeder
❑ Beef Stocker Calf
❑ Dairy Calf
❑ dairy Heifer
❑ Dry Cow
❑ Milk Cow
No. of Animals:
VADNS, A Alln CT A TT; d' V 1 11 A1AK ri___ 1 n c

3.
2.3' Acreage cleared and available for application (excluding all required buffers and areas not covered by the application
system): �.1 Required Acreage (as listed in the CAWMP): �+ b.7
2.4 Number of lagoons: Total Capacity (cubic feet): Required Capacity (cubic feet):
Number of Storage Ponds: Total Capacity (cubic feet): Required Capacity (cubic feet):
2.5 Are subsurface drains present within 100' of any of the application fields? YES or (circle one)
2.6 Are subsurface drains present in the vicinity or under the waste management system? YES or (circle one)
2.7 Does this facility meet all applicable siting requirements? or NO (circle one)
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 two copies of the application for State General Permit -
Animal Waste Operations;
3.2 Three copies of a general location map indicating the location of the animal waste facilities and
field locations where animal waste is land applied and a county road map with the location of the
facility indicated;
3.3 Three copies of the entire Certified Animal Waste Management. Plan (CAWMP). If the facility
does not have a CAWMP, it must be completed prior to submittal of a permit application for
animal waste operations.
The CAWMP must include the following components. Some of these components may not have been required at the time
the facility was certified but should be added to the Cit WMP for permitting purposes:
3.3.1 The Waste Utilization Plan (WUP) must include the amount of Plant Available Nitrogen (PAN) produced and
utilized by the facility
3.3.2 The method by which waste is applied to the disposal fields (e.g. irrigation, injection, etc.)
3.3.3 A map of every field used for land application
3.3.4 The soil series present on every land application field
3.3.5 The crops grown on every land application field
3.3.6 The Realistic Yield Expectation (RYE) for every crop shown in the WUP
3.3.7 The PAN applied to every land application field
3.3.8 The waste application windows for every crop utilized in the WUP
3.3.9 The required NRCS Standard specifications
3.3.10 A site schematic
3.3.11 Emergency Action Plan
3.3.12 Insect Control Checklist with chosen best management practices noted
3.3.13 Odor Control Checklist with chosen best management practices noted
3.3.14 Mortality Control Checklist with the selected method noted
3.3.15 Lagoon/storage pond capacity documentation (design, calculations, etc.); 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. (Composting, waste transfers, etc.)
VnnXR, A 117n CT A TL' r V I n W114 v.,.... 11 —CC

4.
I,
th
he
application arc no ompl
will be returned the as
Signature
d in question 1.2), attest that
name listed in question L I )
Il required parts of this
and that 'fpll required supporting information and attachments are not included, this application package
pe
Date
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 complete to the best of my knowledge. I understand that if all required parts of this
application are not completed and that if all required supporting information and attachments are not included, this application package
will be returned as incomplete.
Signature
Date
THE COMPLETED APPLICATION PACKAGE, INCLUDING ALL SUPPORTING INFORMATION AND MATERIALS,
SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DIVISION OF WATER QUALITY
AQUIFER PROTECTION SECTION
ANIMAL FEEDING OPERATIONS UNIT
1636 MAIL SERVICE CENTER
RALEIGH, NORTH CAROLINA 27699-1636
TELEPHONE NUMBER: [phone]
FAX NUMBER: [phone]
VnVl%4- AX11!1 CTAmr r, V s/InInk , n..R., I —rc

January 8, 2008
Todd A. Bennett
Supervisor
Animal Feeding Operations Unit
Aquifer Protection Section
Division of Water Quality
North Carolina Department of Environment and Natural Resources
1636 Mail Service Center
Raleigh, NC 27699.1636
Re: Lagoon Cover Project for the Butler and Black Hog Farms
Mr. Bennett,
The purpose of this permit modification application is to allow the installation of floating
HDPE covers on the two waste lagoons at the Butler Farm and the two waste lagoons at
the Black Farm, both located in Lillington, NC. The purpose of the covers is to collect
gaseous emissions and combust the methane for the generation of carbon credits, for use
in overall greenhouse gas reduction activities. Additional benefits associated with the
complete covering of the lagoons include the following:
• Separation of rainwater from the lagoon, minimizing liquid level fluctuations as
well as land application volumes
• Elimination of odorous emissions from the lagoon surface
• improvement in solids digestion resulting in decreased solids deposition
• Pest reduction
The cover will include two sludge depth monitoring ports as well as a sludge removal
system. It is anticipated that the inclusion of dedicated sludge removal piping should
minimize the sludge depth monitoring requirement. Diagrams outlining the placement of
the monitoring ports and the sludge removal system are included in this package.
Additionally, the placement of the cover will require the removal of the existing staff
gauges. The elimination of rainwater from the lagoon will minimize liquid level
fluctuations, therefore a staff gauge would not be required. The cover will float directly
on the water surface within the lagoon and should give adequate indication of liquid
levels. If there are any questions or concerns regarding this request please do not hesitate
to contact me at [phone].
Sincerely,
—� / J �I.Z—
Scott
D. Tudman
Environmental Credit Corporation

State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
Animal Feeding Operations Permit Application Form
(THIS FORM AMY BE PHOTOCOPIED FOR USE AS AN ORIGINAL)
State General Permit - Existing Animal Waste Operations
1. GENERAL INFORMATION:
1.1 Facility name: gUtE SAP_ ms
1.2 Print Land Owner's name: _54aY4 R • Ck N d VJ •j I h A nn
1.3 Mailingaddress: 235' Powell 4urrri (2-d
City, State: L; 1. L;,0j -off , N ' C • zip -2-15 4
Telephone number (include area code): (011 O) 1[q3 - . 20I C1 - FA t M � 1 D - Sct3- 3 Z lis - L q 10 •e}g _ �l-] p
1.4 Physical address: 4057 _t>arroc h RoA-4
City, State: ��L; n 1�0� l NC. • Zip: 2 V Jo
Telephone number (include area code): ( 01L0 ) _W - 31&er
1.5 County where facility is located: 1491not-
1.6 Facility location (directions from nearest major highway, using SR numbers for state roads): LO- l?$ - OFF NC 24 0
1.7 Farm Manager's name (if different from Land owner): r"
1.8 Lessee's 1 Integrator's name (if applicable; circle which type is listed): 2rf S'E' h C" L_ f=^V-r-,n S
19 Facility's original start-up date: 2k -AIF Date(s) of facility expansion(s) (if applicable):
2. OPERATION INFORMATION:
2.1 Facility number: 43.29
2.2 Operation Description:
Please enter the Design Capacity of the system. The "No. of Animals" should be the maximum number for which the waste
management structures were designed.
Type of Swine No. of Animals
❑ Wean to Feeder
❑ Feeder to Finish 'lSo
❑ Farrow to Wean (# sow)
❑ Farrow to Feeder (# sow)
❑ Farrow to Finish (# sow)
❑ Wean to Finish (# sow)
❑ Gilts
❑ Boar/Stud
❑ Other Type of Livestock on the farm:
Jyae of Poultry No. of Animals
❑ Layer
❑ Non -Layer
❑ Turkey
❑ Turkey Poults
'lope of Cattle No. of Animals
❑ Beef Brood Cow
❑ Beef Feeder
❑ Beef Stocker Calf
❑ Dairy Calf
❑ Dairy Heifer
❑ Dry Cow
❑ Milk Cow
No. of Animals:
tcnrau4. A Urn CT A •riv 1■ V I n n Atn...... 1 ..c t

0
2.3 Acreage cleared and available for application (excluding all required buffers and areas not covered by the application
system): Required Acreage (as listed in the CAWMP); _k.L
2.4 Number of lagoons: ?- Total Capacity (cubic feet): Required Capacity (cubic feet):
Number of Storage Ponds: Total Capacity (cubic feet): Required Capacity (cubic feet):
2.5 Are subsurface drains present within 100' of any of the application fields? YES or O (circle one)
2.6 Are subsurface drains present in the vicinity or under the waste management system? YES or O (circle ane)
2.7 Does this facility meet all applicable siting requirements? (S br NO (circle one)
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 two copies of the application for State General Permit -
Animal Waste Operations;
3.2 Three copies of a general location map indicating the location of the animal waste facilities and
field locations where animal waste is land applied and a county road map with the location of the
facility indicated;
3.3 Three copies of the entire Certified Animal Waste Management Plan (CAWMP). If the facility
does not have a CAWMP, it must be completed prior to submittal of a permit application for
animal waste operations.
The CAWMP must include the following components. Some ofthese components may not have been required at the time
the facility was certified but should be added to the CAWMP for permitting purposes:
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
3.3.4 The required NRCS Standard specifications
3.3.10 A site schematic
3.3.11 Emergency Action Plan
3.3.12 Insect Control Checklist with chosen best management practices noted
3.3.13 Odor Control Checklist with chosen best management practices noted
3.3.14 Mortality Control Checklist with the selected method noted
3.3.15 Lagoon/storage pond capacity documentation (design, calculations, etc.); 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. (Composting, waste transfers, etc.)
c nDX4. A Axln Q A Tri' !" V 111 nm4 D ---'I ,.r 9

4. APPLICANT'S CERTIFICATION:
, ; ► ,' A-vY\ -T--. R Lj lqv-- (Land Owner's name listed in question 1.2), attest that
this application for 61A y�lc�+r ±µv 015-- (Facility name listed in question 1.1)
has been reviewed by me and is accurate and complete to the best of my knowledge. 1 understand that if all required parts of this
application are not completed and that if all required supporting information and attachments are not included, this application package
will be returned tome as incomplete. -1-1
Signature
Date e9/ — 47 r 4 5- -- - -
5. MANAGER'S CERTIFICATION: (complete only if different from the Land Owner)
(Manager's name listed in question 1.6), attest that this
application for (Facility name listed in question 1.1)
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required parts of this
application are not completed and that if all required supporting information and attachments are not included, this application package
will be returned as incomplete.
Signature
Date
THE COMPLETED APPLICATION PACKAGE, INCLUDING ALL SUPPORTING INFORMATION AND MATERIALS,
SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DIVISION OF WATER QUALITY
AQUIFER PROTECTION SECTION
ANIMAL FEEDING OPERATIONS UNIT
1636 MAIL SERVICE CENTER
RALEIGH, NORTH CAROLINA 27699-1636
TELEPHONE NUMBER: [phone]
FAX NUMBER: [phone]
VnIDTU. A Alun cm A rrV O r III nmJ u--- Z ..c e

State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
Animal Feeding Operations Permit Application Form
(THIS FORM MA Y BE PHOTOCOPIED FOR USE AS AN ORIGINAL)
State General Permit - Existing Animal Waste Operations
1. GENERAL INFORMATION:
1.1 Facility name: Bu's• L E re-- MS
1.2 Print band Owner's name: E10 gz C4 R • a N d •+ I �, + A rV% -'r'
1.3 Mailing address: 23 S P o vie l l 4CAV-rVN
City, State:.L i Zip: 215 y
Telephone number (include area code): ( 01) O) Jg3 - 20 - f2-Atln�f J p - Q,q3- "� !a S . ML Q 10 4)8 -11-110
1.4 Physical address: 40-37 'J>aYroch RoAeA
City, State: _LLLi n I- vPJ I NC. • Zip: 4 /o
Telephone number (include area code): (OU 0
1.5 County where facility is located: _41AL00f-
1.6 Facility location (directions From nearest major highway, using SR numbers for state roads): 50--!11$ -0F*F NC 210
1.7 Farm Manager's name (if different from Land Owner): 1
1.8 Lessee's/ Integrator's name (if applicable; circle which type is listed): _ae S •i -,a ,�L- F^'rt"'^ s
1.9 Facility's original start-up date: 2-4 --015, Date(s) of facility expansion(s) (if applicable):
2. OPERATION INFORMATION:
2.1 Facility number:4S"Z9
2.2 Operation Description:
Please enter the Design Capacity of the system. The "No. of Animals" should be the maximum number for which the waste
management structures were designed. ,
Me of Swing
❑ Wean to Feeder
❑ Feeder to Finish
❑ Farrow to Wean (# sow)
❑ Farrow to Feeder (# sow)
❑ Farrow to Finish (# sow)
❑ Wean to Finish (# sow)
❑ Gilts
❑ Boar/Stud
No, of Animals Type of Poultry No. of Animals
❑ Layer
13 ❑ Non -Layer
❑ Turkey
❑ Turkey Poults
El Other Type of Livestock on the farm:
e of Cattle No -of Animals
❑ Beef Brood Cow
❑ Beef Feeder
❑ Beef Stocker Calf
❑ Dairy Calf
❑'Dairy Heifer
❑ Dry Cow
❑ Milk Cow
No. of Animals:
Ut ID AR. A [irn C'r A rU 0 V 1 11 fl M4 0— 1 ..s• C

3.
2.3 Acreage cleared and available for application (excluding all required buffers and areas not covered by the application
system): tel. Required Acreage (as listed in the CAWMP):{i -
2.4 Number of lagoons: y Total Capacity (cubic feet): Required Capacity (cubic feet):
Number of Storage Ponds: Total Capacity (cubic feet): Required Capacity (cubic feet):
2.5 Are subsurface drains present within 100' of any of the application fields? YES or O (circle one)
2.6 Are subsurface drains present in the vicinity or under the waste management system? YES or (!0)(circle one)
2.7 Does this facility meet all applicable siting requirements?E�S br NO (circle one)
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 two copies of the application for State General Permit -
Animal Waste Operations;
3.2 Three copies of a general location map indicating the location of the animal waste facilities and
field locations where animal waste is land applied and a county road map with the location of the
facility indicated;
3.3 Three copies of the entire Certified Animal Waste Management Plan (CAWMP). If the facility
does not have a CAWMP, it must be completed prior to submittal of a permit application for
animal waste operations.
The CAWMP must include the following components. Some ofihese components may not have been required at the time
the facility was certified but should be added to the CAWMP for permitting purposes:
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
33.8 The waste application windows for every crop utilized in the WUP
3.3.9 The required NRCS Standard specifications
3.3.10 A site schematic
3.3.1 1 Emergency Action Plan
3.3.12 Insect Control Checklist with chosen best management practices noted
3.3.13 Odor Control Checklist with chosen best management practices noted
3.3.14 Mortality Control Checklist with the selected method noted
3.3.15 Lagoon/storage pond capacity documentation (design, calculations, etc.); please be sure to include any site
evaluations, wetland determinations, or hazard classifications that may he 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. (Composting, waste transfers, etc.)

4. APPLICANT'S CERTIFICATION:
Y LFR— (Land Owner's name listed in question 1.2), attest that
this application for 6 LA *'le—' -SAY ni � (Facility name listed in question 1.1)
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required parts of this
application are not completed and that if all required supporting information and attachments are not included, this application package
will be returned to me as incomplettee. y(
Signature 2��icx,.. // •AZL.,-4m, -- Date Q 7
5. MANAGER'S CERTIFICATION: (complete only if different from the Land Owner)
(Manager's name listed in question l .6), attest that this
application for (Facility name listed in question I.1)
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required parts of this
application are not completed and that if all required supporting information and attachments are not included, this application package
will be returned as incomplete.
Signature
Date
THE COMPLETED APPLICATION PACKAGE, INCLUDING ALL SUPPORTING INFORMATION AND MATERIALS,
SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DIVISION OF WATER QUALITY
AQUIFER PROTECTION SECTION
ANIMAL FEEDING OPERATIONS UNIT
1636 MAIL SERVICE CENTER
RALEIGH, NORTH CAROLINA 27699-1636
TELEPHONE NUMBER: [phone]
FAX NUMBER: [phone]
V"W%4. A «In cm A rr V r V I ri n m< n....- s -Cc

ANIMAL WASTE UTILIZATION PLAN
----------------------------------------------------------------------
Producer: ROBERT & THOMAS BUTLER
Location: 235 POWELL FARM RD
LILLINGTON NC 27546
Telephone: [phone]
Type Operation: Existing Feeder to Finish Swine
Number of -Animals: 7350.00 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 fot 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.)
7350 hogs x 1.9 tons waste/hogs/year = 13965 tons
AMOUNT OF PLANT AVAILABLE NITROGEN (PAN) PRODUCED PER YEAR
7350 hogs x 2.3 lbs FAN/hogs/year = 1.6905 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
1A
GAB
DETERMINING PHASE
CODE
AW N
PER
ACRES
AW N
I
1100 1
12.13
PER AC
AC
13
USED
BH
3.9
or-------
I
16.0
1:300
APPLY
8452
1B
RESID.
SGH.
APPLIC
100
390
METH
N
TIME
8452
1A
GAB
BH
6.0
300
6.0
2.13
639
I
I
15.73
APR -SEP
8452
1A
GAB
SGH
2
I
1100 1
12.13
1213
SEP -MAR
8452
13
GAB
BH
3.9
I
16.0
1:300
11170
APR -SEP
8452
1B
GAB
SGH.
2
100
390
I
13.9,
SEP -MAR
8452
1C
GAB
BH
6.0
300
I
15.73
11719
APR -SEP
6452
GAB
SGH
2
5.73
573
I
1100
SEP -MAR
8452
11)
GAB
BH
6.0
300
.37
1
I
1111
APR -SEP
8452
1D
GAB
SGH
2
100
.37
I
137
SEP -MAR
8.452
1E
GAB
6,0
.98
294
JEH
I
1300
APR -SEP
8452
_:LE
GAB
ISGH
12
1100
1.98
198

ANIMAL WASTE UTILIZATION PLAN
----------------------------------------------------------------------
SEP -MAR
8452
13A
IGAB
IC
175.0
193.75 1
2A
GAB
�3A
BH
6.0
2
100
2.47
9 570I1.1.
I
1
1247
SEP -MAR
8419;;-
1300
1
APR-SEP
8452
139.687
J
IC
I
"2A
GAB
MAR -JUN
SGH
2
100
SGH
2
1.49
I
li
1100 1
1
4.442,
11.9
1190
SEP -MAR
8452
J 4
2B
GAB
193.75 1
BH
6.0
�3E
GAB
SGH
2
100
3.85
385
li
1300
1
8.4,5-2
11.25
1375
APR -SEP
8452
75.0
93.75
140.625
J-401
I
�2B
GAB
SGH
2
MAR - JUN
100
"3F
1.25
SGH
2
1.50
I
1125
SEP -MAR
-----------------------------------------------------------------------
1100
1150
SEP -MAR
8452
Page: 3
ANIMAL WASTE UTILIZATION PLAN
----------------------------------------------------------------------
12.47
13A
IGAB
IC
175.0
193.75 1
I231.562
SR -JUN
$45r2
�3A
GAB
SGH
2
100
2.47
I
1
1247
SEP -MAR
8419;;-
3D
GAB
75.0 -193.
75
139.687
J
IC
I
1
11-.49
MAR -JUN
.895
"3D
GAB
SGH
2
1.49
I
1100 1
1149
SEP -MAR
4.442,
3E
GAB
J 4
IC
I
175.0
193.75 1
13..85
1360.937
MAR -- JUN
�3E
GAB
SGH
2
100
3.85
385
I
SEP -MAR
8.4,5-2
3F
GAB
C
75.0
93.75
140.625
J-401
I
I
I
11.50
MAR - JUN
8452
"3F
GAB
SGH
2
1.50
I
1100
1150
SEP -MAR
8452
4A
GAB
BH
6.0
2.19
I
1300
1657
APR -SEP
8452
4A
GAB
SGH
2
2.19
219
I
1100
SEP -MAR
8452
4B
IGAB
1pH
16.0
300 1
12.69
1807

Page: 4
ANIMAL WASTE UTILIZATION PLAN
----------------------------------------------------------------------
8452
GAB
APR -SEP
8452
-4B
GAB
SGH
2
100
2.69
269
8452
4F
GAB
li
6.0
SEP -MAR
8452
4C
GAB
BH
6.0
1300 1
1.2.5
175
APR -SEP
8452
"4F
GAB
I
2
1300 1
12.27
1681
APR -SEP
8452
•
GAB
SGH
2
125
SEP -MAR
8452
1-4C
BNB
I
4.8
1100
12.27
1227
SEP -MAR
8452
4D
GAB
BH
6.0
1240- 1
15.78
11387.2
APR -SEP
8452
BNB
li
I
1300 1
13.23
1-96-9
APR -SEP
8452
"4D
GAB
SGH
2
100
1578
SEP -MAR
8452
5B
BNS
I
4.8
240
13.23
1323
SEP -MAR
8452
4E
GAB
BH
6.0
300 1
11.57
471
8452
�511
BNB
T
2
APR -SEP
Page: 4
ANIMAL WASTE UTILIZATION PLAN
----------------------------------------------------------------------
8452
GAB
1"4E
1SGH
12
1100
13.57
1157SEPMAR
8452
4F
GAB
BH
6.0
I
I
1300 1
1.2.5
175
APR -SEP
8452
"4F
GAB
SGH
2
100
.25
I
125
SEP -MAR
8452
5A
BNB
BH
4.8
I
1240- 1
15.78
11387.2
APR -SEP
8452
BNB
SGH
2
100
5.78
F5A
I
1578
SEP -MAR
8452
5B
BNS
RH
4.8
240
I
1
13.51
1842.4
APR -SEP
8452
�511
BNB
SGH
2
I
1100 1
13.51
1351
SEP -MAR
8452
5C
BNB
$H
4.8
604.8
I
1240 1
12.52
APR -SEP
8452
_5C
jBN2
SGH
12
1100 1
12.52
1252

II I1 I I 1SEP-MAR
8452 5D BNB BH 4.8 1240 11.85 1444
Z I APR -SEP
8452 �5D BNB SGH 2 100 1..85 185
_ T Z 106 S � MAR
LtYL SQC iND pv� ' • 8 24 017.6�
END
I
TOTAL
I
- 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: 5
ANIMAL WASTE UTILIZATION PLAN
----------------------------------------------------------------------
TABLE 2: ACRES WITH NOTARIZED AGREEMENT OR LONG TERM LEASE
(Agreement with adjacent landowners must be attached.)
(Required only if operator does not own adequate land.
See required specification 2.)
TRACT
FIELD
SOIL TYPE & CLASS-
CROP
YIELD
LBS
COMM N
**
* LBS
DETERMINING PHASE
CODE
AW N
PER
ACRES
AW N
PER AC
AC
USED
-----
or
-------
APPLY
RESID.
APPLIC
METH
N
TIME
END
TOTAL 0
Indicates that this field is being overseeded (i.e. interplanted) or w

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
HYBRID BERMUDAGRASS-HAY
TONS
50
C
CORN
BUSHELS
1.25
SGH
SMALL GRAIN -HAY
TONS
50
TABLE 1
TOTALS FROM TABLES I AND 2
ACRES
LBS AW N USED
51.4,3
��
17832.21
p
Page: 6
ANIMAL WASTE UTILIZATION PLAN
-----------------------------------------------------------------------
TABLE 2 1 0 1 0
TOTAL 1 51.43 1 1.7832.21
*** BALANCE 1 -927.2125
-------------------
*** This number must be less than or equal to 0 in order to
fully utilize the animal waste N produced.

----------------------------------------------------------------------
Page: 7
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 271.9.5 pounds of plant available nitrogen per year in the
sludge.
If you remove the sludge every 5 years, you will have approximately 13597.5
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 45.325 acres of land. If you apply the sludge to corn at
the rate of 125 pounds of nitrogen per acre, you will need 108.78 acres
of land. Please be aware that these are only estimates of thb PAN'and
land needed. Actual requirements could vary by 25% 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: 8
ANIMAL WASTE UTILIZATION PLAN
amounts of nitrogen shown in the tables may make this plan invalid.

1 ( ! Il
i
The'following table Is provided as a guide for establishing application
rates and amounts.
Tract
Field
Soil Type
Crop
Application Rate
(in/hr)
Applic. Amount
(inches)
8452
1A
GAB
BH
.35
*1.0
8452
1B
GAB
BH
.35
*1.0
8452
1C
GAB
BH
.35
*1.0
8452
1D
GAB-
BH
.35
*1.0
8452
1E
GAB
BH
.35
*1.0
8452
2A
GAB.
BH
.35
*1.0
8452
2B
GAB
BH
.35
*1.0
8452
3A
GAB
C
0.35
*1.0
8452
3D
GAB
C
0.35
*1.0
8452
3E
GAB
C
0.35
*1.0
8452
3F
GAB
C
0.35
*1.0
8452
4A
GAB
BH
.35
*1.0
8452
42
GAB
BH
.35
*1.0
8452
4C
GAB
BH
.35
*1..0
8.452
4D
GAB
BH
.35
*1.0
8452
4E
GAB
BH
.35
*1.0
8452
4F
GAB
BH
.35
*1.0
8452
5A
BNB
BH
35
*1.0
8452
5B
BNB
BH
.35
*1.0
8452
5C
BNB
BH
.35
*1.0
8452
5D
BNB
BH
.35
*1.0
Page: 9
ANIMAL WASTE UTILIZATION'PLAN

8452 -1A
GAB
3H
.35
8452
-113
GAB
SGH
.35
*1.0
8452
"1C
GAB
SGH
.35
*1.0
8452
"1D
GAB
SGH
.35
*1.0
8452
1E
GAB
SGH
.35
*1.0
8452
-2A
GAB
SGH
.35
*1.0
8452
"2B
GAB
SGH
.35
*1.0
8452
-3A
GAB
SGH
.35
*1.0
8452
-3D
GAB
SGH
.35
*1.0
8452
-3E
GAB
SGH
.35-
*1.0
8452
"3F
GAB
SGH
.35
*1.0
8452
-4A
GAB
SGH
.35
*1.0
8452
-43
GAB
SGH
.35
*1.0
8452
4C
GAB
SGH
.35
*1.0
8452
4D
GAB
SGH
.35
*1.0
8452
-4E
GAB
SGH
.35
*1.0
8452
-4F
GAB
SGH
.35
*1.0
8452
-5A
BNB
SGH
.5
*1.0
8452
-5B
BNB
SGH
.5
*1.0
8452
-5C
BNB
SGH
.5
*1.0
8452
-5D
BNB
SGH
.5
*1.0
* 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.
----------------------------------------------------------------------
Page: 10•

ANIMAL WASTE UTILIZATION PLAN
----------------------------------------------------------------------
Your facility is designed for 180.00 days of temporary storage and the
temporary storage must be removed on the average of once every 6.00 months.
In no instance should the volume of the waste be stored in your structure
be within the 25 year 24 hour storm storage or one foot of freeboard except
in the event of the 25 year 24 hour storm.
It is the responsibility of the producer and waste applicator to ensure
that the spreader equipment is operated properly to apply the correct rates
to the acres shown in Tables 1 and -2. Failure to apply the recommended
rates and amounts of nitrogen shown in the tables may make this plan
invalid.
Call your technical specialist after you receive the waste analysis report
for assistance in determining the amount of waste per acre and the proper
application rate prior to applying the waste.
NARRATIVE OF OPERATION

WASTE UTILIZATION PLAN
REQUIRED SPECIFICATIONS
Page: 11
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.

S. 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: 12
-------------------------------------------------------------------
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,

i +
• 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: 13
-------------------------------------------------------------------
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 50 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: 14
-----------------------------------------------------------------
ANIMAL WASTE UTILIZATION PLAN
-------------------------------------------------------------------
WASTE UTILIZATION PLAN AGREEMENT
Name of Farm:
Owner/Manager Agreement
I (we) understand and will follow and implement the specifications
and the operation and maintenance procedures established in the
approved animal waste utilization plan for the farm named above. I
(we) know that 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: ROBERT & THOMAS BUTLER
(Pleaseprint)

1 � e
Signature': Date:
Name of Manager(If different from owner):
Signature: Date:
Name of Person Preparing Plan: (Please print)Parks V Blake
Affiliation:NRCS Phone No. 910-893-7584
Address (Agency): P O Box 267
Lillington NC 27546
Signature:
Date:
-------------------------------------------------------------------
Page: 15
ANIMAL WASTE UTILIZATION PLAN
-------------------------------------------------------------------
ANIMAL WASTE UTILIZATION AGREEMENT
(Needed only if additional land has to be leased, etc.)
I, hereby give
permission to apply animal waste from his Waste Utilization System
on acres of my land for the duration of time shown below.
The field(s)-on which waste can be applied are shown on the
attached map.

ANIMAL WASTE UTILIZATION PLAN
WASTE UTILIZATION PLAN AGREEMENT
Name of Farm:Butler Farms
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 Facilit r:, Robert Butler f
(Please print)
Signature:Date:
Name of Manager(If different from owner):
Signature:
Date:
Name of Person Preparing Plan: (Please print)Parks V Blake
A€filiation:NRCS Phone No. 910-893-7584
Address (Agency): P O Box 267
Lillington NC 27546
Signature: f,4�.'"�" _ _ _ Date:
i'r' �
add �,Jd srz-
Page: 16

'
44e r r�
CAWh{P Wettable Acre
Traveling Gun Cemputi ianal Ww-kshcct, 2-20.99
Hard Hose Traveling Gun System
COMPUTATIONAL WORKSHEET
1. Farm Number (Identification) Field Number (Identification)
2. Irrigation System Designation' Existing Irrigation System PedeNew/ Expanded Irrigation System
3. Number of Travel Lanes # Interior Lanes # Exterior Lanes [feet] Length of pull(L1)
# Interior Lanes # Exterior Lanes [feet] Length of pull(L2)
# Interior Lanes # Exterior Lanes [feet] Length of pull(L3)
4. Wetted Diameter /5 [feet] From field data sheet
5. Spacing 4 Hydrant Spacing [feet] 70 [as percent of wetted diameter]
6. Hydrant Layout ✓ Multiple Hydrants V"'Single Hydrant Excessively spaced Hydrants
7. Read the irrigated area per travel pull for the given wetted diameter from the appropriate table and column
based on pattern, spacing, and travel lane location.
YVJr,an-V
EKT.
5+Z, + Erd
.M. ,dd/e Porion -...
Lf 9f;L VE4 no = .
.S4p E, C/
76�11a/
n
eu 4z:2&
.:�.
Nc-'70
p.•.`�3. __.._
y�(23.k5%5�0 = 3��2.
j,85•
e.

EXHIBIT D-2
TABLE 2 - Traveling Irrigation Gun Settings
Make, Model and Type of Equipment:
Field Not
and
ydrant Not
Travel I
Speed
(fVmin)
Application
Rate
(inlhr)
TRAVEL LANE
Effective Effective
Width ((t) Length (ft)
Wetted
Diameter
(feet)
EQUIPMENT SETTINGS
N=1e Operating Operating
Diameter Pressure Pressure
(inches) Gun (psi) @ Reef i)
Arc
Pattertt3 Continents
-
�-b•
3
,z53
o
13-1
119,13
Zoo
D13,1
16•0
S /10
26'
E
6.6
Z32.65
o
I86 °
,1 1
116,13D
l See attached map.
2Show separate entries for each hydrant location in each field. fa?—/ S— O 0
3Use the following abbreviations for various arc patterns: F (full circle), TQ (three quarters), TT (two thirds), H (half circle), T (one third), Q (one quarter).
May, also use degrees of arc.
NRCS, NC
tt JUNE, 1996

State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
Animal Feeding Operations Permit Application Form
(THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL)
State General Permit - Existing Animal Waste Operations
] . GENERAL INFORMATION:
1.1 Facility name: I`CtYivt S �-
G. • .1� 1 / ir-F - t
1.2 Print Land Owner's name: f
1.3 Mailing address: -i,_ 70
City, State: l 0 e-014 kc -
Zip:
Telephone number (include area code): (/%��
1.4 Physical address:a
City, State: L LJJJ n 1 /1 'L Zip:
Telephone number (include area code): { )
C h f' I' . I d 1LIrA 0
32
5'
C c.c f i° e 1.3 Z
2,?sit
l.5 ounty w ere act tty �s ocate .
1.6 Facility location (directions from nearest major highway, using SR numbers for state road ):
1.7 Farm Manager's name (if different from Land Owner): !
1.8 Lessee's / Integrator's name (if applicable; circle which type is listed):r's�'1
1.9 Facility's original start-up date: Date(s) of facility expansion(s) (if applicable):
2: OPERATION INFORMATION:
2.1 Facility number: `
2.2 Operation Description:
4,� A.
Please enter the Design Capacity of the system. The "No. of Animals" should be the maximum number for which the waste
management structures were designed.
Type of Swine No. of Animals Type of Poultry No. of Animals !y1N of Cattle No. of Animals
❑ Wean to Feeder
E eeder to Finish
❑ Farrow to Wean (# sow)
❑ Farrow to Feeder (# sow)
❑ Farrow to Finish (# sow)
❑ Wean to Finish (# sow)
❑ Gilts
❑ Boar/Stud
❑ Other Type of Livestock on the farm:
❑ Layer
0 -Non -Layer
❑ Turkey
❑ 'Turkey Poults
❑ Beef Brood Cow
❑ Beef Feeder
❑ Beef Stocker Calf
❑ Dairy Calf
❑ Dairy Heifer
❑ Dry Cow
❑ Milk Cow
No. of Animals:
Unnt,a, A 117n Qrr A r1rV r V 1 11 n An< a___ I „r C

3.
2.3 Acreage cleared and available for application (excluding all required buffers and areas not covered by the application
ij-
system): 13 Required Acreage (as listed in the CAWMP): I
2.4 Number of lagoons: 1--- Total Capacity (cubic feet): Required Capacity (cubic feet):
Number of Storage Ponds: Total Capacity (cubic feet): Required Capacity (cubic feet):
2.5 Are subsurface drains present within 100' of any of the application fields? YES or(circle one)
2.6 Are subsurface drains present in the vicinity or under the waste management system? YES or (circle one)
2.7 Does this facility meet all applicable siting requirements? or NO (circle one)
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 two copies of the application for State General Permit -
Animal Waste Operations;
3.2 Three copies of a general location map indicating the location of the animal waste facilities and
Field locations where animal waste is land applied and a county road map with the location of the
facility indicated;
3.3 Three copies of the entire Certified Animal Waste Management Plan (CAWMP). If the facility
does not have a CAWMP, it must be completed prior to submittal of a permit application for
animal waste operations.
The CAWMP must include the following components. Some of these components may not have been required at the time
the facility was certified but should be added to the CAWMP fur permitting purposes:
3.3.1 The Waste Utilization Plan (WUP) must include the amount of Plant Available Nitrogen (PAN) produced and
utilized by the facility '
3.3.2 The method by which waste is applied to the disposal fields (e.g. irrigation, injection, etc.)
3.3.3 A map of every field used for land application
3.3.4 The soil series present on every land application field
3.3.5 The crops grown on every land application field
3.3.6 The Realistic Yield Expectation (RYE) for every crop shown in the WUP
3.3.7 The PAN applied to every land application field
3.3.8 The waste application windows for every crop utilized in the WUP
3.3.9 The required NRCS Standard specifications
3.3.10 A site schematic
3.3.11 Emergency Action Plan
3.3.12 Insect Control Checklist with'chosen best management practices noted
3.3.13 Odor Control Checklist with chosen best management practices noted
3.3. l4 Mortality Control Checklist with the selected method noted
3.3.15 Lagoordstorage 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 Pian
If your CAWMP includes any components not shown on this list, please include the additional components with your
submittal. (Composting, waste transfers, etc.)
10nD na . A lUttl Qrr A Til r n' 4 n Arno n--- I —CC

4,
I,
fisted in question 1.2), attest that
this application for _ j 116 VL- CG(�WJI2_S _ _ _ (Facility name listed in question I . I }
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required parts of this
application are notNomplcted and that ' ll required supporting information and attachments are not included; this application package
will be returned a as inc p e
Signature Date ! 6�
5. MANAGER'S CERTIFICATION: (complete only if different from the Land Owner)
I,
(Manager's name listed in question 1.6), attest that this
application for (Facility name listed in question I.1)
has been reviewed by me and is accurate and complete to the best of my knowledge.' I understand that if all required parts of this
application are not completed and that if all required supporting information and attachments are not included, this application package
will be returned as incomplete.
Signature
Date
THE COMPLETED APPLICATION PACKAGE, INCLUDING ALL SUPPORTING INFORMATION AND MATERIALS.
SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DIVISION OF WATER QUALITY
AQUIFER PROTECTION SECTION
ANIMAL FEEDING OPERATIONS UNIT
1636 MAIL SERVICE CENTER
RALEIGH, NORTH CAROLINA 27699-1636
TELEPHONE NUMBER: [phone]
FAX NUMBER: [phone]
L'"DAS. A III" C'I' A 9rV !"+ Ti 1 11 Wng D--- Z "CC

Influent
Piping
Etwit-on tterrral Credit
Side Slope
Area
Notes: Two sludge depth monitoring ports will be
installed on the cover at the influent side of the lagoon
in the area of greatest sludge accumulation. If depths
indicate that removal is necessary the sludge can be
removed using the sludge removal piping.
Lagoon Layout — Sludge Depth Monitoring

`ti.1 I�prY7C'rJ
r%rx six r & n T. nT t T, .
i1VLl.-i L] SEE DETAIL "A" THIS SHEET
SS STRAP
)NCRETE BLOCK
I ENVIRONMENTAL FABRICS, INC.
85 PASCON CT. GASTON. SC 24053 [phone] FAXr(803)551-5701
x n w.en Wronme+ualfahrics, c0M
SLUDGE REMOVEAL PIPE
E: 03-04.02 SCALE: NTS I DWG #: PPD 29
WN BY: DEB PROVED: I REVISION:

Environmental Fabrics, Inc.
85 Pascon Court
Gaston, SC 29053
RREIVED [phone]
[phone] FAX
APR I81I OD$ www•environmentalfabrics.com
ON-FAYki'I LLEREp�MOCE 1700�
SUBMITTAL
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Environmental Fabrics, Inc.
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85 Pascon Court
Gaston, SC 29053
[phone]
[phone] FAX
www.environmentalfabrics.coni
ION
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ig'ohv e. r s
N"f
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January
30, 2008
o. �w
FEB, -1 2008

dmL
Now
CUT AND REMOVETHIS
PIPE AND SUPPORT
TOP OF BERM
WATER LINE
1�
3
cm
FLOOR OF LAGOON
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ENVIRONMENTAL FABRICS, INC.
Ln
85PASCONCT. GASTON,SC 29053 [phone]FAX-[phone]
N
www.environmentalfabrics_com
JOB NAME:
r,
BLACK FARM
C.
0
Dt
DWG TITLE:
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EXISTING INFLUENT PIPE FROM HOUSES
0
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a
DATE: 1-28-08 SCALE: NTS DWG #: 7551-1
z
DRAWN BY: TH APPROVED: XXX REVISION: XXX

EXTEND PIPE 2' BELOW
MINIMUM WATER LINE
Ln
LnJ
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14"

55.
INTERIOR
SLOPE
4-0
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29.0
17 .0
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85PASCONCT. GASTON, SC 29053 [phone] FAX.[phone]
wwwenvmonmentalfabricscom
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JOB NAME:
BLACK FARM LAGOON #2
0
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DWG TITLE:
SLUDGE DRAW OFF LINES - 12
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DATE: 1-28-M SCALE: NTS DWG #: 75514
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DRAWN BY: TIi APPROVED: XXX REVISION: XXX

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11%..f.L-L-;l" SEE DETAIL "A" THIS SHEET
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ENVIRONMENTAL FABRICS, INC. I
85 PASCON CT. GASTON, SC 29053 [phone] FAX.•[phone] 4
www, envi ronmenta yab rks. rom
BLACK FARMS
SLUDGE REMOVEAL PIPE
DATE: 1-23-M SCALE: NTS DWG #: 7551-5
DRAWN BY: KCP PROVED: REVISION:
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HDPE COVER
I�IBRfr.0 INC.
85 PASCON CT. GASTON, SC 14053 [phone] FAX.•[phone]
www. environ=ntalfahrirs.com
BLACK FARMS
SLUDGE REMOVEAL PIPE
DATE:1-23-08 SCALE: NTS DWG #:7551-6
DRAWN BY: KCP PROVED: REVISION:

20.
PUMP LOCATION
184,0
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ENVIRONMENTAL FABRICS, INC.
n T. 85PASCONCCASTON,SC 29053 [phone] FAX:[phone]
www. en"ronmentalfabrlcs.com
JOB NAME:
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BLACK FARM LAGOON #1
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DWG TITLE:
COVER PLAN VIEW
CL DATE: 1-29-M SCALE: NTS DWG #: 7551-7
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6" TUBE
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6" TUBE
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6" TUBE
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Environmental Fabrics, Inc.
85 Pascon Court
Gaston, SC 29053
[phone]
[phone] FAX i
www.environmentalfabrics.com
CONSTRUCTION PLAN
C -FLEX ANAEROBIC DIGESTER COVER PROJECTS
Environmental Fabrics, Inc. Construction Plan is based on the following assumptions. That the berms and
interior slopes the Lagoon to be covered will be free of vegetation and graded smooth. There will be an area
adjacent to the end of the Lagoon wide enough to assemble the cover. This area will be 20 feet wider then
lagoon and extend a distance of 60 feet from the edge of the lagoon. During fabrication and prior to launching
the cover will be temporarily secured at the end of each workday so that the onset of adverse weather will not
damage the partially installed cover. We will maintain sufficient pumping capacity to remove any excessive
build-up of rainwater.
The influent pipes from the houses will be modified by'cutting off the pipe near the slope and the existing pipe
support will be removed. A pipe bend will be installed to align the flow parallel to the slope and the pipe will be
extended so the end will be below the low water elevation to prevent biogas from entering the houses. The
effluent pipe will be modified similarly to prevent'biogas from escaping through it.
The sludge draw -off pipes will be assembled on the side on'the lagoon and pulled into place utilizing ropes and
floats attached to the pipes as required. The floats will be removed when the pipe is properly positioned and the
pipe lowered to the floor of the lagoon. See the attached rdrawifigs for'locations and details. These pipes will
allow sludge to be withdrawn from the lagoon when required with,the cover in'place.\
The C -Flex geomembranerwill be deployed across the end, berm and cut to the proper length. The panels will be
fusion welded together;and°air tested in accordance .with the CAGI QAIQC Manual Thebcover will temporarily
secured with sandbags`as the panels are deployed:;
Field measurements will be taken to ensure that sufficient 'additional material is built into the cover as it is
fabricated. This will be done in both the east/west and the`north/south directions. This will allow. th&.,cover to
remain on,the•water surface as the lagoon.is periodically partially pumped down.
The biogas generated under the cover will be removed through a smooth wall perforated corrugated pipe placed
under the cover. This pipe will run around the entire perimeter of the lagoon at the top of the slope. This pipe
will be anchored to the berm with two -foot rebar pins.
After fabrication of the cover is complete it will be pulled across the lagoon. It will be properly positioned and Is
secured in an anchor trench. The anchor trench will be excavated in the freeboard area on the lagoon. No
excavation will be done below the high water elevation. The lower portion of the anchor trench will be filled
with concrete and the remaining portion will be filled with compacted backfill.

Page 2
The cover weights will be fabricated from the 60 mil C -Flex geomembrane material. They will be placed on th�
cover as shown on the plans. Rubsheets will be welded to the cover and the weights held in place with straps
welded to the rubsheets. The cover weight system will tension the cover creating folds to store the additional
material required to allow the cover to lower to the low water elevation. It will also collect the rainwater to
allow it to be pumped off the cover and assist in the removal of the biogas.
EFI has installed covers over active anaerobic cells in the past and our personnel are familiar
with the hazards of biogas.
EFI will use 60 mil Poyltex green C -Flex HDPE geomembrane for the cover. The pro -rated material warranty
for the green Polytex HDPE will be 10 years.
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PROVIDE STRAPS @ 10- MAX. SPACING
ENVIRONMENTAL FABRICS, INC.
85PASCONCI: GASIONSC29053 [phone]FAX-[phone]
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SS PASCON C7: GASTON, SC 29053 [phone] FAAB(803)551-5701
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85 PASCON CE GASTON, SC 29053 [phone] FAX.•[phone]
www .environmenia fabrics.corn
BLACK FARMS
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Page I of 3
MATERIAL SAFETY DATA SHEET
POLY -AMERICA LP
2000 WEST MARSHALL DRIVE
GRAND PRAIRIE, TEXAS 75051
PRODUCT GEOME50RANE HD
Poly -America LP urges each customer or recipient of this Material Safety Data Sheet to study it carefully to become
aware of and understand the hazards associated with the product. The reader should consider consulting reference
works or individuals who are experts in ventilation, toxicology or fire prevention, as necessary or appropriate to use
and understand the data contained in this MSDS.
NOTICE:
This product is not FDA, CPSC or NSF compliant. It is unsuitable for use in applications such as direct or indirect
food contact, toys, medical device or pharmaceutical applications or for potable water application.
SECTION I Identification
SECTION H Hazards Identtiieatloa
Primary routes of entry are skin contact and inhalation of dust. Inhalation is a low health risk because any
potentially hazardous components are encapsulated. Inhalation of dust is a possibility in a regrind area. If adequate
ventilation is not available in grinding areas respiratory protection is recommended for hazardous and/or nuisance
dust. The PEL for nuisance dust is 5mg/cu.m.
SECTION III First Aid Measures
If regrind dust should get into the eyes use available eye wash and get medical attention. If excess dust is present,
use proper respiratory protection.
SECTION IV Fire Fighting Measures NFPA: Health 0; Firel: Reactivity 0; Others;
The flash point of this material is over 6000 F. If a fire should occur, Carbon Mon oxide (CO) and irritating smoke
may be produced. Wear NIOSH approved self-contained breathing apparatus when fighting fires in enclosed areas.
Fight fire with water, COs, or dry chemicals. Use flooding quantities of water until well after the fine is out.
SECTION VI Handling and Storage
This product is normally shipped on pallets in boxes. These pallets should not be stored more than (3) high. The
boxes and plastic film will burn in the presence of open flame. Do not weld or use open flame where product is
stored without proper fire fighting prevention procedures.
CAS No.
% by wt.
HD Polyethylene
1833-86.4
47-99
Polyethylene Copolymer
26221-73-8
97.99
Carbon Black
1333-86-4
1.5-3
Proprietary Additives
<l
SECTION H Hazards Identtiieatloa
Primary routes of entry are skin contact and inhalation of dust. Inhalation is a low health risk because any
potentially hazardous components are encapsulated. Inhalation of dust is a possibility in a regrind area. If adequate
ventilation is not available in grinding areas respiratory protection is recommended for hazardous and/or nuisance
dust. The PEL for nuisance dust is 5mg/cu.m.
SECTION III First Aid Measures
If regrind dust should get into the eyes use available eye wash and get medical attention. If excess dust is present,
use proper respiratory protection.
SECTION IV Fire Fighting Measures NFPA: Health 0; Firel: Reactivity 0; Others;
The flash point of this material is over 6000 F. If a fire should occur, Carbon Mon oxide (CO) and irritating smoke
may be produced. Wear NIOSH approved self-contained breathing apparatus when fighting fires in enclosed areas.
Fight fire with water, COs, or dry chemicals. Use flooding quantities of water until well after the fine is out.
SECTION VI Handling and Storage
This product is normally shipped on pallets in boxes. These pallets should not be stored more than (3) high. The
boxes and plastic film will burn in the presence of open flame. Do not weld or use open flame where product is
stored without proper fire fighting prevention procedures.

Page 2 of 3
SECTION VI Physical and Chemical Properties
This products is film sheeting with A VOC content of less than 5 parts per million. Density will vary depending on
color and components from 0.85 to 1.5. Therefore, the product can sink or float in water depending on the
properties. The product is not soluble in water and is odorless at ambient temperature. During heating a
characteristic plastic odor will be present.
SECTION VII Stability and Reactivity
This product is stable and non-reactive. Hazardous decomposition of products can occur if overheated or ignited.
SECTION VIII Toxicological Information
The following chemicals are listed as known or suspected carcinogens per the National Toxicology Program (NTP),
International Agency for Cancer Research (IARC), or California Proposition 65;
Antimony Trioxide Aresenic (Inorganic) Cadmium Compounds
Chromium Compounds Di (ethylhexyl) Phthalate Lead Compounds
Nickel Compounds Crystalline silica
Note: Carbon black has been evaluated by IARC as a possible Carcinogenic to Human (Group 2B). However, the
carbon black contained in this product is completely encapsulated in thermoplastics and as such, would not present a
health hazard. Carbon black has not been listed as carcinogenic by the National Toxicology Program (NTP) or
Occupational Safety & Health (OSHA).
If any of these chemicals are present in reportable weights within this product, they will be listed on Page I Section
1.
SECTION IX Disposal Measures
This product is non -hazardous as shipped. If grinding occurs in recycling some of the encapsulated components
may present an environmental disposal problem. Refer to applicable federal, state and local regulations.
SECTION X Trans rtatton
This product is not a regulated substance under the Department of Transportation (DOT) regulations. All hazardous
components, if any, are encapsulated.
SECTION XI Regulatory Information
Notice: The information herein is presented in good faith and believed to be accurate as of the effective date shown.
However, no warranty, express or implied is given. Regulatory requirements are subject to change and may differ
from one location to another; it is the buyers' responsibility to ensure that its activities comply with federal, state,
and local laws. The following specific information is trade for purpose of complying with numerous federal, state
and local law regulations. See other sections for health and safety information.
Sara 313 Information: To the best of our knowledge, this product contains no chemical subject to SARA Title III
Section 3l3 supplier notification requirements.
SARA Hazard Category: This product has be reviewed according to the EPA "Hazard Categories" (SARA Title
ill) and is considered, under applicable conditions to meet the following categories: Not to have met any hazard
category.
Toxic Substances Control Act (TSCA): All ingredients are on the TSCA inventory or are not required to be listed
10 on the TSCA inventory.
State Right -to -Know: This product is not known to contain any substances subject to disclosure requirements of
New Jersey, Pennsylvania and California.

Page 3 of 3
. OSHA Hazard Communication Standard: This product is not a "Hazardous Chemical" as defined by the OSHA
Hazard Communication Standard, 29 DFR 1910.1200.
SECTION XII Other Information 77-71
National Fire Protection Association (NFPA) ratings:
Health 0
Flammability 1
Reactivity 0
The opinions expressed are those of qualified experts within Poly -America LP. We believe that the information
contained is current as of the date of this Materials Safety Data Sheet. Since the use of this information and these
opinions and the conditions of use of the product are not within the control of Poly -America LP, it is the user's
obligation to determine the conditions of safe use of this product.
Prepared by: Safety/Environniental Coordinator
Revised Date: October 10, 2005
Emergency Phone Number -
Monday -Friday 1-800-527-3322 ext. 7215
Weekends 8t Nights I-900-527-3322 ext. 7241
0

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Products & Services
Geosyr7thetic Liners
Wastewater Lagoon Baffles
Clearwell Curtains
Turbidity Curtains
Floating Cover Systems
Portable Containment
Office:
85 F"IScul I Doul L
Gaston, 5C 29053
Teiepi lone (8031551-5700
Fax [phone]
www. emronmenta Ifab rlcs, corn

Baffles
Lagoon Baffles custom designed for each application
will increase lagoon performance. Geosynthetics can
meet a wide range of chemical resistance requirements
in industrial and domestic waste application, Baffles can
be installed on existing waste lagoons without the need
for dewatering.
Our goal is to promote a cleaner and safer world,
through the use of specially engineered Geosynthetics
to be used in conjunction with water and wastewater
treatment techniques.
We can deliver and install custom fabricated systems for
long term management or short term environmental
protection.
Therm an
Curtains
Clearwell Curtains will greatly enhance existing storage
tank performance to meet today's more stringent limits.
They increase detention time in order to facilitate better
and more economical disinfection of potable water. This
can dramatically reduce the cost of operation.
Floating Covers -Permeable
The permeable floating cover system (US Patent
6,558,548) rests on the surface of the water and allows
rainwater to pass through it, This eliminates the cost and
maintenance of collecting and pumping rainwater. Gas
passes through the cover eliminating the need for a
collection system and blower to remove it from under the
cover. The cover system has no moving parts, requires no
energy to operate, and the only maintenance required is
removing any wind blown debris from the surface of the
cover.
Additional benefits include the insulating properties and
the blockage of light by the cover. This minimizes diurnal
temperature changes and retains heat in the pond. The
reduction in light transmitted p98%j eliminates the
growth of algae.
Since gas passes through the cover it cannot balloon up
with gas bubbles. A cover weight system is unnecessary.
Winds will not lift the cover off the surface of the water.
This allows for a simple anchor system at the perimeter
since less wind forces have to be dealt with and a gas
tight seal is unnecessary.

Secondary Containment Systems
EFI can provide primary and secondary containments
using GM13 approved geosynthetics. Monitoring and
leachate collection systems can be incorporated if
required for the application. These containment
systems are designed to prevent solids or liquids from
entering the environment. Some uses are under/above
ground storage tanks, chemical storage or handling
areas, electrical transformers and waste storage.
With today's stringent regulations, there are many cost
effective applications in construction for the use of
geosynthetics. Uses include silt curtains, turbidity
curtains, soil remediation and erosion control.
Portable Containment
Now you can take quick strike action against hazardous
liquid spills with the portable Troubleshooter-rm.
The Troubleshooter is a portable containment system •
that can be easily transported and quickly installed at
the site for temporary storage of hazardous materials. —
It's the ideal containment system to collect liquid from
leaking drums as well as overflow spills from tank trucks.
The Troubleshooter is a temporary containment
system. Spills contained by the Troubleshooter should
be transferred to permanent receptacles as soon as
possible.
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EFdoff
Products for Today's Needs
En.* -./IN' I rah ft,,
Environ mental, _Fabrics, Inc. is a manufacturing aril .
general contracting firm founded An I'993 byZeb
e:
;.Fuchsluger,D ,ennist'Shanklin, and..Ray Pickel:.Ti
firrrl, combinedthe�diverse backgrounds of. the.
foun,d�ers to _;produce �a",team.-With..broad base '
`a'bility, in the design,'fabrication.an'd installa'tion:of
geosyrithetic.produets. The firm specializes in'the
application of, . geosynthetic -products .`' in
wastewater and water process operations:
Floating Covers -Impermeable
Floating covers can be utilized to help maintain
better sanitary conditions for the storage of
potable water and stop evaporation loss. They can
also be used to capture methane gas from waste
lagoons. The geosynthetic membrane traps the
gas, which is collected and used as an auxiliary fuel
source in a cogeneration power plant.
EFIprovides'. assistance to the client -in,
geosynthetic selection,.design, and construction':
Client group; includes commercial,'industrial and
government agencies. , The .Principals have .the
combi 'e experience of overFSQEyears in the:fieid
of, : civil/environmental. manufacturing , and
—construction,., The, firm h_as. demonstrated ;its _=
ability ,to handle complex ,,geosynthetic projects
from the ordinary to the extraordinary.
Liners
Geosynthetic Liners offer a cost-effective method
for lining environmental control and water
conservation facilities. Liners prevent leachate
and waste liquid components from leaking from
impoundments and subsequently entering and
contaminating ground water. Liners can be used
to contain water impoundment for safe potable
water through the use of NSF 61 approved
Geosynthetics.

0
10
10
COVERFLEX GEOMEMBRANE
1.500 (mm]
TECHNICAL DATA SHEET
Polyethylene Geomembranes have a generalized use as fundamental waterproofing element in lining of
leaching piles, channels, dams and containment ponds. POLYTEX HLLH Geomembranes are
manufactured with virgin resins of polyethylene, especially formulated and certified. During manufacturing
process the highest technology in blown -film co -extrusion is used.
Depending on the application we manufacture 3 kinds of Coverflex, which formulations comply with potable
water contact standards.
Coverflex Polyethylene Geomem_brane: GE-HLLH -1500
Coverflex Geomembranes have a density from 0,928 to 0,938 [glcc]. They have high waterproofing for
liquids and solids storage. Flexible enough as to adhere to walls. Good chemical resistance: diluted and
concentrated acids at T° lower than 65[°C], alkali, alcohol, ketone and an acceptable resistance to aromatic
hydrocarbons, UV resistant.
COVERFLEX GEOMEMBRANE 1.500 [mm]
High quality liner, especially manufactured to contain hydraulic fluids, satisfies industrial requirements for a
variety of applications. Manufactured to be resistant to chemical products, minerals of leaching piles and
UV resistant. Available in rolls of up to 200 [m] long per 7.01 [m] wide. Other dimensions as per client
requests.
Properties Unit Test Method Frequency Value
Thickness : Average [mm] D 5199 Por Rollo 1.500
Min. ( -10[%]) [mm] D 5199 Por Rollo 1.350
Density (max.) [gr/cc] D 792 18.000 [kg] 0.939
Tensile Properties : D 6693 9.000 [kg]
Break Strength [KNIm] Tipo IV 46
Break Elongation [%] 800
Tear Resistance [N] D 1004 18.000 [kg] 175
Puncture Resistance [N D 4833 18.000 [kg] 430
Stress Crack Resistance [hr] D 5397 Per Formulation 1000
Carbon Black Content [%] D 1603 9.000 [kg] 2.0-3.0
Carbon Black Dispersion [Categoria] D 5596 18.000 [kg] 1 -2
Oxidative Induction Time (OIT) [min] D 3895 18.000 [kg] 135
Oven Aging at 85 [°C] D 5721
Standard OIT ( 90 days) 1%] D 3895 Per Formulation 40
UV Resistance GM11
High Pressure OIT (1600 hours) [%] D 5885 Per Formulation 40
Santa Rosa de Huara N°29 Barrio Industrial, Iquique, Chile5� � V.0
Phone: [phone], Fax [phone] LK
E-mail: info _.ignolytex.cl , www.polytex.cl iii
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TUBERIAS LISAS, MALLA RASCHEL, OTROS COEXTRUIDOS (FILMS ESPECIALES
MINEROS, FILMS AGRICOLA, SILOS.
MANUFACTURING PROCESSES, DEVELOPMENT AND COMMERCIALISATION
OF THE POLYETHYLENE PRODUCTS; GEOMEMBRANES, CORRUGATED PIPES,
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Geosynthetic Institute
O475 Kedron Avenue
Folsom, PA 19033-1208 USA
TEL [phone]
FAX [phone]
June 29, 2006
Mr. Cristian Valdebenito G.
Industrias Polytex Ltda.
Santa Rosa De Huara
Sitio No. 29
Barrio Industrial
Iquique, CHILE
Re: GAI-LAP
Dear Cristian,
The Geosynthetic Institute (GSI) is pleased to acknowledge Industrias Polytex Ltda.
O on its repertoire of Geosynthetic Accreditation Institute's -Laboratory Accreditation
Program (GAI-LAP) accredited tests. Thisletter should serve as notification that
Industrias Polytex Lida. located in Iquique, CHILE is currently accredited for the,
following fourteen test methods until June 30, 2007.
1. ASTM D792 Test Method for Specific Grayity (Relative Density) and Density
of Plastics by Displacement
2. ASTM D1004 Test Method for Initial Tear Resistance of Plastic Film and
Sheeting
3. ASTM D1238 Test Method for Flow Rates of Thermoplastics by Extrusion
Plastometer
4. ASTMD1603 Test Method for Carbon Black in Olefin Plastics
5. ASTM D3895 Test Method for Oxidative -Induction Tome of Polyolefins by
Differential Scanhing:Calorimetry
6. ASTM D4218 Test Method for ,Carbon Black Content' in Polyethylene
Compounds -by the Muffle -Furnace Technique
7. ASTM D4833 Test Method for Index Puncture Resistance of Geotextiles,
Geomembranes and Related Products
8. ASTM D5199 Test Method for Measuring Nominal Thickness of Geotextiles
and Geomembranes
9. ASTM D5397 Test Method for Evaluation of Stress Crack Resistance of
Polyolefin Geomembranes using Notched -Constant Tension Load Test
10. ASTM D5596 Test Methods for Microscopic Evaluation of the Dispersion of
O Carbon Black ­in Polyolefin Geosyntheties
Page 1 of L

w
11. ASTM D5994 Test Method for Measuring the Core Thickness of Textured
Geomembranes
12. ASTM D6693 Test Method for Determining Tensile Properties of Nonreinforced
OPolyethylene and Nonreinforced Flexible Polypropylene Geomembranes
13, GRI GM -1 l Accelerated Weathering of Geomembranes Using a Fluorescent
UVA Device
14. GRI GM -12 Asperity Measurement of Textured Geomembranes Using a
Depth Gage
•
0
A certificate to this affect has been enclosed, signed and sealed. Any questions regarding
your accreditation should be directed to George or Robert Koerner at [phone],
Once again congratulation and thank you -for participating in the GAI-LAP.
Best Regards,
Georg oerner, Ph.D., P.E. & CQA
Direct D ignate GSI
Page 2 ofL

0 0 0
3 in
QQ
CONpTR/AC�TO�R 1 P)(31
Promoting Industry Growth • Providing Better Quality Workmanship
This Certificate Recognizes That
Has achieved Approved Installation Contractor status through
the International Association of Geosynthetic Installers.
Valid through June 27 2008
Al. &4'e�
J
Dennis W. O'Brien Laurie Honnigford
President, IAGI Managing Director, IAGI
cam:
��

85 Pascon Court
Gaston, SC 29053
[phone]
[phone] FAX
www.environ mental fabri cs.com
CONSTRUCTION PLAN
C -FLEX ANAEROBIC DIGESTER COVER PROJECTS
Environmental Fabrics, Inc. Construction Plan is based on the following assumptions. That the berms and
interior slopes the Lagoon to be covered will be free of vegetation and graded smooth. There will be an area
adjacent to the end of the Lagoon wide enough to assemble the cover. This area will be 20 feet wider then
lagoon and extend a distance of 60 feet from the edge of the lagoon. During fabrication and prior to launching
the cover will be temporarily secured at the end of each workday so that the onset of adverse weather will not
damage the partially installed cover. We will maintain sufficient, pumping capacity to remove any excessive
build-up of rainwater.
The influent pipes from the houses will be. modified by cutting off the; pipe near the slope and the existing pipe
support will be removed. A pipe bend will be installed to align.the-flow'•parallel to the slope and the pipe will be
extended so the end will be below the low water elevation to prevent biagas from entering the houses. The
effluent pipe will be modified similarlyto:prevent biogas from escaping through it.
� 4
The sludge draw -off pipes will be; assembled on the side.:on thelagoon and.pulled into place utilizing ropes and
floats attached to the pipes as required 'TY e floats will be rem oved,.wheenfhe pipe is properly positioned and the
pipe lowered to the floor of the.lagoon. Seethe attached`drawings, for,loeations'and details. These pipes will
allow sludge to be withdrawn from.the lagoon when required with the.cove_r,'inLLplace:
The C -Flex geomembrane,will be deployed across the end berm and cut to'the"proper length. The panels will be
fusion welded together and airtested'in accordance with`the IAGI QA/QC Manual: The cover will temporarily
secured with sandbags as the panels are deployed. { = `' "
Field measurements will be takenio"ensure that sufficient add
i" in is built into the cover as it is
fabricated. This will be done in both the east/west and the norfh/south`directions. This will allow the.cover to
remain on the water surface as the lagoon is periodically partially pumped down.
The biogas generated under the cover will be removed •through 'a smooth wall perforated corrugated ptpe placed
under the cover. This pipe will run around the entire perimeter& the lagoon at the top of the slope. This pipe
will be anchored to the berm with two-footirebar pins.
Oter fabrication of the cover is complete it will be pulled across the lagoon. It will be properly positioned and
secured in an anchor trench. The anchor trench will be excavated in the freeboard area on the lagoon. No
excavation will be done below the high water elevation. The lower portion of the anchor trench will be filled
with concrete and the remaining portion will be filled with compacted backfill.

Page 2
Qe cover weights will be fabricated from the 60 mil C -Flex geomembrane material. They will be placed on the
er as shown on the plans. Rubsheets will be welded to the cover and the weights held in place with straps
welded to the rubsheets. The cover weight system will tension the cover creating folds to store the additional
material required to allow the cover to lower to the low water elevation. It will also collect the rainwater to
allow it to be pumped off the cover and assist in the removal of the biogas.
EFI has installed covers over active anaerobic cells in the past and our personnel are familiar
with the hazards of biogas.
EFI will use 60 mil Poyltex green C -Flex HDPE geomembrane for the cover. The pro -rated material warranty
for the green Polytex HDPE will be 10 years.
0
0

j 0 0� N
lirms
Environmental Fabrics, Inc.
85 Pascon Court
Gaston, SC 29053
[phone]
[phone] FAX
www.environmentalfabries.com
HDPE FLOATING COVER
OPERATION AND MAINTENANCE
RAINWATER MANAGEMENT
The cover weight system is designed to form folds in the cover to tension the cover and allow for excess
material to accommodate level fluctuation. The fold's are also required to collect rainwater so it can be
easily pumped off from a central point. The weights are not designed to overcome positive gas pressure
under the cover.
The covers each have two (2) submersible pumps installed in sumps at the intersections of the central
folds. These pumps should be run as required to remove accumulated rainwater from the central folds.
The folds should not be pumped completely dry, as this will accelerate cover wear, could damage the
pumps, and reduce the weight in the,fold. The water should be: visible in the fold with the fold open
several inches; excess water should be pumped off..1,}..
Depending on the amount of windblown debris landmg'.0h,the cover the pump sumps should be
inspected and cleaned periodically. Experience will determine the frequency and the time of year this
will be necessary.
COVER MAINTAINCE
The plant operator should drive around the covers on a regular basis to check for debris on the cover and
obvious damage from animals, vandals, etc. Debris should lie removed immediately as it will migrate to
the central folds if it is left on the cover. If the lagoon -level is lowered'during plant operation and the
central fold -'opens up it should be inspected and any accumulated debris`rerrioved from it.
If any punctures or holes are found in the cover a temporary patch .should be applied to prevent air
infiltration. The temporary patch cah,be made with the HDPE backed tape furnished by. EFI or a piece of
lightweight polyethylene held in place with duct tape. The plant operator can then call and schedule
permanent repairs. Permanent repairs are made to these covers by extrusion welding a patch of 60 mil
HDPE in place and vacuum testing the repair to ensure it is leak free.
COVER OPERATION
The cover is designed to be operated at a slight pressure, -0,1 to +0.2 wc; If the cover is allowed to
accumulate gas a sudden storm with high winds will push the accumulated gas to one end and will result
in the formation of a large bubble which will be buffeted by the wind and damage the cover weight
system and shorten the life of the cover membrane

The cover is designed to operate from an empty lagoon to the designed high water level. If the level is
raised above the designed high level, water will enter the biogas collection piping and could be pulled
into the gas draw -off pipe and the gas blowers.
Depending on the upstream wastewater operations fats, oils, and grease may accumulate under the
cover. These fog's can consolidate, become quite hard, and prevent the rainwater from reaching the
central Fold. This will result in gas bubbles and permanent puddles forming. If this occurs, while visually
not pleasing, it will not affect overall performance of the covers.
r�
u
•

•
Prepared by
INTERNATIONAL ASSOCIATION OF GEOSYNTHETIC INSTALLERS
16 HDPE GEOMEMBRANE INSTALLATION SPECIFICATION
A
MGI HDPE Genmenrbrnne Infalla in Speci iicnlion
International Association
of Geosynthetic Installers
P.D. Box 15012
St. Paul, MN 55118
USS!
Telephone: [phone]
Fax: [phone]
Email: [e-mail]
Revision, February 2000

•
The information herein has been composed by IAGI in accordance with current quality
control and quality assurance standards of the geomembrane industry. Final
determination of the suitability of any information or material for the use contemplated
and its manner of use is the sole responsibility of the user.
PART I - GENERAL
1.01 Summary
A. This specification includes furnishing and installing HDPE geomembranes with a
formulated sheet density of 0.940 g/cm or greater. Geomembranes with both smooth and
textured surfaces are included.
1.02 References
A. American Society for Testing and Materials (ASTM):
1. D 638, Standard Test Method for Tensile Properties of Plastics.
2. D 751, Standard Test Methods for Coated Fabrics.
3. D 792, Standard Test Methods for Density and Specific Gravity (Relative Density) of
Plastics by Displacement.
4. D 1004, Standard Test Method for Initial Tear Resistance of Plastic Film and
Sheeting.
5. D 1204, Standard Test Method for Linear Dimensional Changes of Non Rigid
Thermoplastic Sheeting or Film at Elevated Temperature.
6. D 1238, Standard Test Method for Flow Rates of Thermoplastics by Extrusion
Plastometer.
7. D 1505, Standard Test Method for Density of Plastics by Density -Gradient Technique.
8, D 1603, Standard Test Method for Carbon Black in Olefin Plastics.
9. D 3895, Test Method for Oxidative Induction Time of Polyolefins by Thermal
Analysis.
10. D 4218, Test Method for Determination of Carbon Black Content in Polyethylene
Compounds by the Muffle -Furnace Technique.
11, D 4437, Standard Practice for Determining the Integrity of Field Seams Used in
Joining Flexible Polymeric Sheet Geomembranes.
12. D 4833, Test Method for Index Puncture Resistance of Geotextiles, Geomembranes
and Related Products.
1AG1 HIVE Geamemhrane Installation SpeciJicatian

2
13. D 5199, Standard Test Method for Measuring Nominal Thickness of Smooth
OGeomembranes.
14, D 5397, Standard Test Method for Evaluation of Stress Crack Resistance of
Polyolefins using Notched Constant Tensile Load Test.
15. D 5596, Standard Practice for Microscopical Examination of Pigment Dispersion in
Plastic Compounds.
16. D 5641, Standard Practice for Geomembrane Seam Evaluation by Vacuum Chamber.
17. D 572 I, Practice for Air -Oven Aging of Polyolefin Geomembranes.
18. D 5820, Test Method for Air Testing.
19. D 5885, Test Method for Oxidative Induction Time of Polyolefin Geosynthetics by
High Pressure Differential Scanning Calorimetry.
20. D 5994, Standard Test Method for Measuring Nominal Thickness of Textured
Geomembranes
21. D 6365, Standard Practice for the Nondestructive Testing of Geomembrane Seams
using The Spark Test
B. Geosynthetic Research Institute (GRI):
1. GRI GM 6, Pressurized Air Channel Test for Dual Seamed Geomembranes
2. GRI GM 9, Cold Weather Seaming of Geomembranes
3. GRI GM 10, Specification for Stress Crack Resistance of HDPE Geomembrane Sheet
4. GRI GM 13, Test Properties, Testing Frequency and Recommended Warranty for
High Density Polyethylene (HDPE) Smooth and Textured Geomembranes
5. GRI GM 14, Test Frequencies for Destructive SeamTesting
1.03 Submittals
A. Submit under provisions of Section 01300, Submittals.
B. Submit the following to the Engineer or Owner, for review and approval, within a
reasonable time so as to expedite shipment or installation of the Geomembrane:
I. Documentation of manufacturer's qualifications as specified in subsection 1.04A of
this Section.
2. Manufacturer's Quality Control program manual or descriptive documentation.
3. A material properties sheet, including at a minimum all properties specified in GRI
GM 13, including test methods used.
4. Sample of the material.
• 5. Documentation of Installer's qualifications, as specified below and in subsection
1.04E of this Section.
IAGI HDPE. Geonremhrane lnsfallarlon Shecrfcafron

3
a. Submit a list of at least ten completed facilities. For each installation, provide:
name and type of facility; its location; the date of installation; name and telephone
number of contact at the facility; type and thickness of geomembrane and; surface
area of the installed geomembrane.
b. Submit resumes or qualifications of the installation Supervisor, Master Seamer
and Technicians to be assigned to this project.
c. Quality Control Program.
6. Example Material Warranty and Liner Installation Warranty complying with
subsections 1.07 and 1.08 of this Section.
7. Resin Supplier's name, resin production plant identification, resin brand name and
number, production date of the resin, resin Manufacturer's quality control certificates,
and certification that the properties of the resin meet the requirements for the project.
C. Shop Drawings
1. Submit copies of shop drawings for engineer's approval within a reasonable time so as
not to delay the start of geomembrane installation. Shop drawings shall show the
proposed panel layout identifying scams and details. Scams should generally follow the
direction of the slope. Butt seams or roll -end seams should not occur on a slope unless
•
approved by the Owner's Representative. Butt seams on a slope, if allowed, should be
staggered.
2. Placement of geomembrane will not be allowed to proceed until Owner's
Representative has received and approved the shop drawings.
D. Additional Submittals (In -Progress and at Completion)
1. Manufacturer's warranty (refer to subsection 1.07).
2. Geomembrane installation warranty (refer to subsection 1.08).
3. Daily written acceptance of subgrade surface (refer to subsection 3.01.C).
4. Low-temperature seaming procedures if applicable (refer to subsection 3.03.A).
5. Prequalification test seam samples (refer to subsection 3.05.A.6).
6. Field seam non-destructive test results (refer to subsection 3.05.B. I).
7. Field seam destructive test results (refer to subsection 3.05.C.6).
8. Daily field installation reports (refer to subsection 3.05.G).
9. Installation record drawing, as discussed in subsection 3.05.
1.04 Quality Control
A. Manufacturer's Qualifications: The manufacturer of geomembrane of the type specified or
similar product shall have at least five years experience in the manufacture of such
MG! HIVE Geomemhrune Installation Specificafion

geomembrane. In addition, the geomembrane manufacturer shall have manufactured at least
1,000,000 Mz (10,000,000 FT) of the specified type of geomembrane or similar product
during the last five years.
B. Installer's Qualifications
1. The Geomembrane Installer shall be the Manufacturer, approved Manufacturer's
Installer or a contractor approved by the Owner's Representative to install the
geomembrane.
2. The Geomembrane Installer shall have at least three years experience in the
installation of the specified geomembrane or similar. The Geomembrane Installer shall
have installed at least 10 projects involving a total of 500,000 MZ (5,000,000FT2) of the
specified type of geomembrane or similar during the last three years.
3. Installation shall be performed under the direction of a field Installation Supervisor
who shall be responsible throughout the geomembrane installation, for geomembrane
panel layout, seaming, patching, testing, repairs, and all other activities of the
Geomembrane Installer. The Field Installation Supervisor shall have installed or
supervised the installation and seaming of a minimum of 10 projects involving a total of
500,000 Mz (5,000,000 FT) of geomembrane of the type specified or similar product.
4. Seaming shall be performed under the direction of a Master Seamer (who may also be
the Field Installation Supervisor or Crew Foreman) who has seamed a minimum of
300,OOOM2 (3,000,OOOFT2) of geomembrane of the type specified or similar product,
using the same type of seaming apparatus to be used in the current project. The Field
Installation Supervisor and/or Master Seamer shall be present whenever seaming is
performed.
5. All seaming, patching, other welding operations, and testing shall be performed by
qualified technicians employed by the Geomembrane Installer.
1.05 Delivery, Storage and Handling
A. Each roll of geomembrane delivered to the site shall be labeled by the manufacturer. The
label shall be firmly affixed and shall clearly state the manufacturer's name, product
identification, material thickness, roll number, roll dimensions and roll weight.
B. Geomembrane shall be protected from mud, dirt, dust, puncture, cutting or any other
damaging or deleterious conditions.
C. Rolls shall be stored away from high traffic areas. Continuously. and uniformly support
rolls on a smooth, level prepared surface.
D. Rolls shall not be stacked more than three high.
IAGl HDPE Geomembrane Installation Specification

5
1.06 Project Conditions
A. Geomembrane should not be installed in the presence of standing water, while
precipitation is occurring, during excessive winds, or when material temperatures are outside
the limits specified in Section 3.03.
1.07 Material Warranty
As required by specification, or as required in GRI GM 13 (attachment A)
1.08 Geomembrane Installation Warranty
A. The Geomembrane Installer shall guarantee the geomembrane installation against defects
in the installation and workmanship for I year commencing with the date of final acceptance.
1.09 Geomembrane Pre -Construction Meeting
A. A Geomembrane Pre -Construction Meeting shall be held at the site prior to installation of
the geomembrane. At a minimum, the meeting shall be attended by the Geomembrane
Installer, Owner, Owner's representative (Engineer and/or CQA Firm), and the Earthwork
Contractor.
B. Topics for this meeting shall include:
1. Responsibilities of each party.
. 2. lines of authority and communication. Resolution of any project document
ambiguity.
3. Methods for documenting, reporting and distributing documents and reports.
4. Procedures for packaging and storing archive samples.
5. Review of time schedule for all installation and testing.
6. Review of panel layout and numbering systems for panels and seams including details
for marking on geomembrane.
7. Procedures and responsibilities for preparation and submission of as -built panel and
seam drawings.
8. Temperature and weather limitations. Installation procedures for adverse weather
conditions. Defining acceptable subgrade, geomembrane, or ambient moisture and
temperature conditions for working during liner installation.
9. Subgrade conditions, dewatering responsibilities and subgrade maintenance plan.
10. Deployment techniques including allowable subgrade for the geomembrane.
11. Plan for controlling expansion/contraction and wrinkling of the geomembrane.
12. Covering of the geomembrane and cover soil placement.
13. Measurement and payment schedules.
14. Health and safety.
]ACH HOPE Geomembrane Installation Specifica lon

C. The meeting shall be documented by a person designated at the beginning of the meeting
and minutes shall be transmitted to all parties.
PART 2 - PRODUCTS
2.01 Source Quality Control
A. Manufacturing Quality Control
I. The test methods and frequencies used by the manufacturer for quality control/quality
assurance of the above geomembrane prior to delivery, shall be in accordance with GRI
GM 13, or modified as required for project specific conditions.
2. The manufacturer's geomembrane quality control certifications, including results of
quality control testing of the products, as specified in subsection 2.01.A.3 of this Section,
must be supplied to the Owner's Representative to verify that the materials supplied for
the project are in compliance with all product and or project specifications in this Section.
The certification shall be signed by a responsible party employed by the manufacturer,
such as the QA/QC Manager, Production Manager, or Technical Services Manager.
• Certifications shall include lot and roll numbers and corresponding shipping information.
3. The Manufacturer will provide Certification that the geomembrane and welding rod
•
supplied for the project have the same base resin and material properties.
2.02 Geomembrane
A. The geomembrane shall consist of new, first quality products designed and manufactured
specifically for the purpose of this work which shall have been satisfactorily demonstrated by
prior testing to be suitable and durable for such purposes. The geomembrane rolls shall be
seamless, high density polyethylene (HDPE- Density >0.94g/cm) containing no plasticizers,
fillers or extenders and shall be free of holes, blisters or contaminants, and leak free verified
by 100% in line spark or equivalent testing. The geomembrane shall be supplied as a
continuous sheet with no factory seams in rolls. The geomembrane will meet the property
requirements as shown in Table A. (GRI GM 13)
B. Material conformance testing by the Owner's Representative, if required, will be
conducted in accordance with the project specifications.
C. The geomembrane seams shall meet the property requirements as shown in Table 2,
(Attachment B) or as required by project specifications
IA GI HIVE Geomemhrane Installation Specification

0
PART 3 - EXECUTION
3.01 Subgrade Preparation
A. The subgrade shall be prepared in accordance with the project specifications. The
geomembrane subgrade shall be uniform and free of all sharp or angular objects that may
damage the geomembrane prior to installation of the geomembrane.
B. The Geomembrane Installer and Owner's Representative shall inspect the surface to be
covered with the geomembrane on each day's operations prior to placement of geomembrane
to verify suitability.
C. The Geomembrane Installer and Owner's Representative shall provide daily written
acceptance for the surface to be covered by the geomembrane in that day's operations. The
surface shall be maintained in a manner, during geomembrane installation, to ensure
subgrade suitability.
D. All subgrade damaged by construction equipment and deemed unsuitable for
geomembrane deployment shall be repaired prior to placement of the geomembrane. All
repairs shall be approved by the Owner's Representative and the Geomembrane Installer.
O This damage, repair, and the responsibilities of the contractor and Geomembrane Installer
shall be defined in the preconstruction meeting.
3.02 Geomembrane Placement
A. No geomembrane shall be deployed until the applicable certifications and quality control
certificates listed in subsection 1.03 of this Section are submitted to and approved by the
Owner's Representative. Should geomembrane material be deployed prior to approval by the
Owner's Representative it will be at the sole risk of the Geomembrane Installer and/or
Contractor. If the material does not meet project specifications it shall be removed from the
work area at no cost to the owner.
B. The geomembrane shall be installed to the limits shown on the project drawings and
essentially as shown on approved panel layout drawings.
C. No geomembrane material shall be unrolled and deployed if the material temperatures are
lower than 0 degrees C (32 degrees F) unless otherwise approved by the Owner's
Representative. The specified minimum temperature for material deployment may be
adjusted by the Owner's Representative based on recommendations by the manufacturer.
Temperature limitations should be defined in the preconstruction meeting. Typically, only
the quantity of geomembrane that will be anchored and seamed together in one day should be
deployed.
121GI HDPE Geonrenrhrane Insraflalion SPeclficarion

8
D. No vehicular traffic shall travel on the geomembrane other than an approved low ground
pressure All Terrain Vehicle or equivalent.
E. Sand bags or equivalent ballast shall be used as necessary to temporarily hold the
geomembrane material in position under the foreseeable and reasonably - expected wind
conditions. Sand bag material shall be sufficiently close- knit to prevent soil fines from
working through the bags and discharging on the geomembrane.
F. Geomembrane placement shall not be done if moisture prevents proper subgrade
preparation, panel placement, or panel scarring. Moisture limitations should be defined in
the preconstruction meeting.
G. Damaged panels or portions of the damaged panels which have been rejected shall be
marked and their removal from the work area recorded.
H. The geomembrane shall not be allowed to "bridge over" voids or low areas in the
subgrade. In these areas, the geomembrane shall be to allow the geomembrane to rest in
intimate contact with the subgrade.
I. Wrinkles caused by panel placement or thermal expansion should be minimized in
accordance with section 1.09 B 11.
. J. Considerations on Site Geometry: In general, seams shall be oriented parallel to the line of
the maximum slope. In corners and odd shaped geometric locations, the total length of field
seams shall be minimized. Seams shall not be located at low points in the subgrade unless
geometry requires seaming at such locations and if approved by the Owner's Representative.
K. Overlapping: The panels shall be overlapped prior to seaming to whatever extent is
necessary to effect a good weld and allow for proper testing. In no case shall this overlap be
less than 75mm (3 in.).
3.03 Seaming Procedures
A. Cold weather installations should follow guidelines as outlined in GRI GM9.
B. No geomembrane material shall be seamed when liner temperatures are less than 0
degrees C (32 degrees F) unless the following conditions are complied with:
1. Seaming of the geomembrane at material temperatures below 0 degrees C (32 degrees
F) is allowed if the Geomembrane Installer can demonstrate to the Owner's
Representative, using pre -qualification test seams, that field seams comply with the
project specifications, the safety of the crew is ensured, and geomembrane material can
be fabricated (i.e. pipeboots, penetrations, repairs. etc.) at sub -freezing temperatures.
2. The Geomembrane Installer shall submit to the Owner's Representative for approval,
detailed procedures for seaming at low temperatures, possibly including the following:
MGI HDIT Geamemhrane Installation Sped icalion

1. Preheating of the geomembrane
2. The provision of a tent or other device if necessary to prevent heat losses during
seaming and rapid heat losses subsequent to seaming.
3. Number of test welds to determine appropriate seaming parameters
C. No geomembrane material shall be seamed when the sheet temperature is above 75
degrees C (l 70 degrees F) as measured by an infrared thermometer or surface thermocouple
unless otherwise approved by the Owner's Representative. This approval will be based on
recommendations by the manufacturer and on a field demonstration by the Geomembrane
Installer using prequalification test seams to demonstrate that seams comply with the
specification.
D. Seaming shall primarily be performed using automatic fusion welding equipment and
techniques. Extrusion welding shall be used where fusion welding is not possible such as at
pipe penetrations, patches, repairs and short (less than a roll width) runs of seams.
E. Fishmouths or excessive wrinkles at the seam overlaps, shall be minimized and when
necessary cut along the ridge of the wrinkles back into the panel so as to effect a flat overlap.
The cut shall be terminated with a keyhole cut (nominal 10 mm (112 in) diameter hole) so as
to minimize crack/tear propagation. The overlay shall subsequently be seamed. The key hole
cut shall be patched with an oval or round patch of the same base geomembrane material
extending a minimum of 150 mm (6 in.) beyond the cut in all directions.
3.04 Pipe and Structure Penetration Sealing System
A. Provide penetration sealing system as shown in the Project Drawings.
B. Penetrations shall be constructed from the base geomembrane material, flat stock,
prefabricated boots and accessories as shown on the Project Drawings. The pre -fabricated or
field fabricated assembly shall be field welded to the geomembrane as shown on the Project
Drawings so as to prevent leakage. This assembly shall be tested as outlined in section
3.05.13. Alternatively, where field non destructive testing can not be performed, attachments
will be field spark tested by standard holiday leak detectors in accordance with ASTM 6365
Spark testing should be done in areas where both air pressure testing and vacuum testing are
not possible.
a. Equipment for Spark testing shall be comprised of but not limited to. A hand held
holiday spark tester and conductive wand that generates a high voltage.
b. The testing activities shall be performed by the Geomembrane Installer by placing an
electrically conductive tape or wire beneath the seam prior to welding. A trial seam
containing a non welded segment shall be subject to a calibration test to ensure that such
MGI HUYE Geomemhrane Installalion Specification

io
a defect (non welded segment) will be identified under the planned machine settings
0 and procedures. Upon completion of the weld, enable the spark tester and hold
approximately 25mm (I in) above the weld moving slowly over the entire length of the
weld in accordance with ASTM 6365. If there is no spark the weld is considered to be
leak free.
c. A spark indicates a hole in the seam. The faulty area shall be located, repaired and
retested by the Geomembrane Installer.
d. Care should be taken if flammable gases are present in the area to be tested.
3,05 Field Quality Control
The Owner's Representative shall be notified prior to all pre qualification and production
welding and testing, or as agreed upon in the pre construction meeting.
A. Prequalification Test Seams
1. Test seams shall prepared and tested by the Gcomembrane Installer to verify that
seaming parameters (speed, temperature and pressure of welding equipment) are
adequate.
2. Test seams shall be made by each welding technician and tested in accordance with
ASTM D 4437 at the beginning of each seaming period. Test seaming shall be
performed under the same conditions and with the same equipment and operator
combination as production seaming. The test seam shall be approximately 3.3 meters (10
feet) long for fusion welding and 1 meter (3 feet) long for extrusion welding with the
seam centered lengthwise. At a minimum, tests scams should be made by each technician
1 time every 4-6 hours; additional tests may be required with changes in environmental
conditions.
3. Two 25 mm (l in) wide specimens shall be die -cut by the Geomembrane Installer
from each end of the test seam. These specimens shall be tested by the Gcomembrane
Installer using a field tensiometer testing both tracks for peel strength and also for shear
strength. Each specimen shall fail in the parent material and not in the weld, "Film Tear
Bond"(F.T.D. failure). Seam separation equal to or greater than 10% of the track width
shall be considered a failing test.
4. The minimum acceptable seam strength values to be obtained for all specimens tested
are listed in Subsection 3.05.C.4 of this Section. All four specimens shall pass for the test
seam to be a passing seam.
• 5. If a test seam fails, an additional test seam shall be immediately conducted. If the
additional test seam fails, the seaming apparatus shall be rejected and not used for
IAGI HDPE Geamemhrane MN10110tion Specification

production seaming until the deficiencies are corrected and a successful test seam can
. be produced.
6. A sample from each test seam shall be labeled. The label shall indicate the date,
geomembrane temperature, number of the seaming unit, technician performing the test
seam and pass or fail description. The sample shall then be given to the Owner's
Representative for archiving.
B. Field Seam Non-destructive Testing
1. All field seams shall be non-destructively tested by the Geomembrane Installer over
the full seam length before the scams are covered. Each seam shall be numbered or
otherwise designated. The location, date, test unit, name of tester and outcome of all
non-destructive testing shall be recorded and submitted to the Owner's Representative.
2. Testing should be done as the seaming work progresses, not at the completion of all
field seaming, unless agreed to in advance by the Owner's Representative. All defects
found during testing shall be numbered and marked immediately after detection. All
defects found should be repaired, retested and remarked to indicate acceptable
completion of the repair.
3. Non-destructive testing shall be performed using vacuum box, air pressure or spark
testing equipment.
4. Non-destructive tests shall be performed by experienced technicians familiar with the
specified test methods. The Geomembrane Installer shall demonstrate to the Owner's
Representative all test methods to verify the test procedures are valid.
5. Extrusion seams shall be vacuum box tested by the Geomembrane Installer in
accordance with ASTM D 4437 and ASTM D 5641 with the following equipment and
procedures:
a. Equipment for testing extrusion seams shall be comprised of but not limited to: a
vacuum box assembly consisting of a rigid housing, a transparent viewing window, a
soft rubber gasket attached to the base, port hole or valve assembly and a vacuum
gauge; a vacuum pump assembly equipped with a pressure controller and pipe
connections; a rubber pressure/vacuum hose with fittings and connections; a plastic
bucket; wide paint brush or mop; and a soapy solution.
b. The vacuum pump shall be charged and the tank pressure adjusted to
approximately 35 kPa (5 prig).
c. The Geomembrane Installer shall create a leak tight seal between the gasket and
geomembrane interface by wetting a strip of geomembrane approximately 0.3m (12
IAGI HDPE Geomembrane lnslallalion Specificalion

12
in) by 1.2m (48 in) (length and width of box) with a soapy solution, placing the
abox over the wetted area, and then compressing the box against the geomembrane.
The Geomembrane Installer shall then close the bleed valve, open the vacuum valve,
maintain initial pressure of approximately 35 kPa (5 psig) for approximately 5
seconds. The geomembrane should be continuously examined through the viewing
window for the presence of soap bubbles, indicating a leak. If no bubbles appear
after 5 seconds, the area shall be considered leak free. The box shall be depressurized
and moved over the next adjoining area with an appropriate overlap and the process
repeated.
d. All areas where soap bubbles appear shall be marked, repaired and then retested.
c. At locations where seams cannot be non destructively tested, such as pipe
penetrations, alternate nondestructive spark testing (as outlined in section 3.04.13) or
equivalent should be substituted.
f. All seams that are vacuum tested shall be marked with the date tested, the name of
the technician performing the test and the results of the test.
6. Double Fusion seams with an enclosed channel shall be air pressure tested by the
Geomembrane Installer in accordance with ASTM D 5820 and ASTM D 4437 and the
following equipment and procedures:
a. Equipment for testing double fusion seams shall be comprised of but not limited
to: an air pump equipped with a pressure gauge capable of generating and sustaining a
pressure of 210 kPa (30 psig), mounted on a cushion to protect the geomembrane; and
a manomcter equipped with a sharp hollow needle or other approved pressure feed
device.
b. The Testing activities shall be performed by the Geomembrane Installer. Both
ends of the seam to be tested shall be sealed and a needle or other approved pressure
feed device inserted into the tunnel created by the double wedge fusion weld. The air
pump shall be adjusted to a pressure of 210 kPa (30 psig), and the valve closed,.
Allow 2 minutes for the injected air to come to equilibrium in the channel, and sustain
pressure for 5 minutes. If pressure loss does not exceed 28 kPa (4 psig) after this five
minute period the seam shall be considered leak tight. Release pressure from the
opposite end verifying pressure drop on needle to ensure testing of the entire seam.
The needle or other approved pressure feed device shall be removed and the feed hole
sealed.
MGI HDPF. Geameruhrune hrstallation Specification

13
c. If loss of pressure exceeds 28 kPa (4 psig) during the testing period or pressure
is does not stabilize, the faulty area shall be located, repaired and retested by the
Geomembrane Installer.
d. Results of the pressure testing shall be recorded on the liner at the seam tested and
on a pressure testing record.
C. Destructive Field Seam Testing
1. One destructive test sample per 150 linear m (500 linear ft) seam length or another
predetermined length in accordance with GRI GM 14 shall be taken by the
Geomembrane Installer from a location specified by the Owner's Representative. The
Geomembrane Installer shall not be informed in advance of the sample location. In order
to obtain test results prior to completion of gcomembrane installation, samples shall be
cut by the Geomembrane Installer as directed by the Owner's Representative as seaming
progresses.
2. All field samples shall be marked with their sample number and seam number. The
sample number, date, time, location, and seam number shall be recorded. The
Geomembrane Installer shall repair all holes in the geomembrane resulting from
O obtaining the seam samples. All patches shall be vacuum box tested or spark tested. If a
patch cannot be permanently installed over the test location the same day of sample
collection, a temporary patch shall be tack welded or hot air welded over the opening
until a permanent patch can be affixed.
3. The destructive sample size shall be 300 mm (12 in) wide by 1 m (36 in) long with the
scam centered lengthwise. The sample shall be cut into three equal sections and
distributed as follows: one section given to the Owner's Representative as an archive
sample; one section given to the Owner's Representative for laboratory testing as
specified in paragraph 5 below; and one section retained by the Geomembrane Installer
for field testing as specified in paragraph 4 below.
4. for field testing, the Gcomembranc Installer shall cut 10 identical 25 mm (1 in) wide
replicate specimens from his sample. The Geomembrane Installer shall test five
specimens for seam shear strength and five for peel strength. Peel tests will be performed
on both inside and outside weld tracks. To be acceptable, 4 of 5 test specimens must pass
the stated criteria in section 2.02 with less than 10% separation. If 4 of 5 specimens pass,
the sample qualifies for testing by the testing laboratory if required.
Is 5. If independent seam testing is required by the specifications it shall be conducted in
accordance with ASTM 5820 or ASTM D4437 or GRI GM 6.
1A GI HDPE. Geomembrane Inrlallarion Specfficalion

14
6. Reports of the results of examinations and testing shall be prepared and submitted to
Sthe Owner's Representative.
7. For field scams, if a laboratory test fails, that shall be considered as an indicator of the
possible inadequacy of the entire seamed length corresponding to the test sample.
Additional destructive test portions shall then be taken by the Geomembrane Installer at
locations indicated by the Engineer, typically 3 m (10 ft) on either side of the failed
sample and laboratory seem tests shall be performed. Passing tests shall be an indicator
of adequate seams. Failing tests shall be an indicator of non -adequate seams and all
seams represented by the destructive test location shall be repaired with a cap -strip
extrusion welded to all sides of the capped area. All cap -strip scams shall be non-
destructively vacuum box tested until adequacy of the seams is achieved. Cap strip
seams exceeding 50 M in length (150 FT) shall be destructively tested.
D. Identification of Defects
1. Panels and scams shall be inspected by the installer and Owner's Representative
during and after panel deployment to identify all defects, including holes, blisters,
undispersed raw materials and signs of contamination by foreign matter.
E. Evaluation of Defects: Each suspect location on the liner (both in geomembrane seam and
non -seam areas) shall be non-destructively tested using one of the methods described in
Section 3.05.8. Each location which fails non-destructive testing shall be marked,
numbered, measured and posted on the daily "installation" drawings and subsequently
repaired.
1. If a destructive sample fails the field or laboratory test, the Geomembrane Installer
shall repair the scam between the two nearest passed locations on both sides of the failed
destructive sample location.
2. Defective scams, tears or holes shall be repaired by rescaming or applying a extrusion
welded cap strip.
3. Reseaming may consist of either:
a. Removing the defective weld area and rewelding the parent material using the
original welding equipment; or
b. Reseaming by extrusion welding along the overlap at the outside scam edge left by
the fusion welding process.
4. Blisters, larger holes, and contamination by foreign matter shall be repaired by patches
and/or extrusion weld beads as required. Each patch shall extend a minimum of 150 mm
(6 in) beyond all edges of the defects.
MGI HDPE Geomembrane Installalinn Specificafion

•
W
5. All repairs shall be measured, located and recorded.
F. Verification of Repairs on Seams: Each repair shall be non-destructively tested using
either vacuum box or spark testing methods. Tests which pass the non-destructive test shall
be taken as an indication of a successful repair. Failed tests shall be reseamed and retested
until a passing test results. The number, date, location, technician and test outcome of each
patch shall be recorded.
G. Daily Field Installation Reports: At the beginning of each day's work, the Installer shall
provide the Engineer with daily reports for all work accomplished on the previous work day.
Reports shall include the following:
1. Total amount and location of geomembrane placed;
2. Total length and location of seams completed, name of technicians doing seaming and
welding unit numbers;
3. Drawings of the previous day's installed geomembrane showing panel numbers, seam
numbers and locations of non-destructive and destructive testing;
4. Results of pre -qualification test seams;
5. Results of non-destructive testing; and
6. Results of vacuum testing of repairs.
H. Destructive test results shall be reported prior to covering of liner or within 48 hours.
3.06 Liner Acceptance
A. Geomembrane liner will be accepted by the Owner's Representative when:
1. The entire installation is finished or an agreed upon subsection of the installation is
finished;
2. All Installer's QC documentation is completed and submitted to the owner
3. Verification of the adequacy of all field seams and repairs and associated
geomembrane testing is complete.
3.07 Anchor Trench
A. Construct as specified on the project drawings.
3.08 Disposal of Scrap Materials
A. On completion of installation, the Geomembrane Installer shall dispose of all trash and
scrap material in a location approved by the Owner, remove equipment used in connection
with the work herein, and shall leave the premises in a neat acceptable manner. No scrap
material shall be allowed to remain on the geomembrane surface.
1A GI HDPE, Geornemhrane Installation SpeciJkalion

Is PART 4 - MEASUREMENT AND PAYMENT
•
As per project specifications.
PART 5 - GRI GM13 SPECIFICATION
"This section shall include GRI GM 13 manufacturer's specification or a revision of GRI GM 13
specific to the unique project requirements and/or standards, as determined by the owner or
owners agent."
Attachment A
IAGI HUPF. Geomernhrane hulallalion Specificalion
16

C7
•
r
IAGI HDPE Geomemhrane Inslallallon Sllecifrcalion
17

Minimum Average Weld Properties for
Smooth and Textured HDPE Geomembranes
(English units) -
Property
Test Method
30 mil
40 mil
50 mil
60 mil
80 mil
100 mil
120 mil
Peel strength (fusion & extrusion) Win.
ASTM 4437
39
52
65
78
104
130
156
Shear strength (fusion & extrusion) lb/in.
ASTM 4437
60
80
100
120
160
200
239
Minimum Average Weld Properties for
Smooth and Textured HDPE Geomembranes
(International units)
Property
Test Method
0.75 mm
1.00 mm
1.25 mm
1.50 mm
2.00 mm
2.50 mm
3.00 mm
Peel strength (fusion & extrusion) kNhn
ASTM 4437
6.8
9.3
11.1
13.6
18.0
22.9
27.3
Shear strength (fusion & extrusion) kNlm
ASTM 4437
10.5
14.3
17.1
20.9
27.6
35.1
41.8
IAGI HDPE Geomembrane butallatin Specificatron

j
6 1,
ANIMAL WASTE UTILIZATION PLAN
----------------------------------------------------------------------
Producer:
Location:
Telephone:
Type Operation:
Number of Animals:
(Design 'Capacity)
L. D. BLACK III
1670 LEMUAL BLACK RD
BUNNLEVEL NC 28323
910 893-2528
FRO
Existing Feeder to Finish Sw
5880.00 hogs
-!!u . Rrr"Pvto
#IAR.15 20
ON-fi4YE11EU1l.I.E REGIOWI NCE
STORAGE STRUCTURE: Anaerobic Waste Treatment Lagoon
APPLICATION METHOD: Irrigation
The waste from your animal facility must be land applied at a
specified rate to I5'revent 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. RECEIVED t I}ENR 1 DWQ
AQUIFFR'PRnTFrT10N 4FCTI0N
MAR 18 2009

----------------------------------------------------------------------
gpPage: 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.)
5880 hogs x 1.9 tons waste/hogs/year = 11172 tons
AMOUNT OF PLANT AVAILABLE NITROGEN (PAN) PRODUCED PER YEAR
5880 hogs x 2.3 lbs PAN/hogs/year = 13524 lbs.IPAN/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.

gpPage: 2
ANIMAL WASTE UTILIZATION PLAN
----------------------------------------------------------------------
TABLE 1: ACRES OWNED BY PRODUCER
TRACT
FIELD
SOIL TYPE & CLASS-
CROP
YIELD
LBS
COMM N
**
* LBS
""1
BNB
DETERMINING PHASE
CODE
AW N
PER
ACRES
AW N
I
150 1
13.99
PER AC
AC
2
USED
BH
4.$
-----
or
------
1240 1
13.7
APPLY
272
RESID.
SGH
APPLIC
METH
1-2 JBNB
N
11.0
TIME
272
1
BNB
BH
4.8
'f40
4.8
3.99
1152
799.2
I
I
1240
APR -OCT
272
""1
BNB
SGH
1.0
I
150 1
13.99
1195
NOV-MAR
272
2
BH
4.$
JBNB
I
1240 1
13.7
1888
APR -OCT
272
SGH
1-2 JBNB
I
11.0
�50 1
13.7
1185
NOV-MAR
272
8
BND
BH
4.8
3..33
799.2
I
1240
APR -OCT
272
BNB
SGH
.50
166.5
1-8
I
11.0
1
13.33
NOV-MAR
272
BNB
I-t7tr
12.1
APR -OCT
�jq <cnu,•
p� �S5
272
BNB
SGH
I
11.0
150
�2.1
1105
NOV-MAR
272
BNB
-ski
12.29
3 3,$
ICoas�c\
3
1'1
APR -OCT
�kcn.►�a SS
'
272
-I-&
BNB
ISGH
11.0
150
12.29
1114.5
Ol

----------------------------------------------------------------------
gpPage: 3
ANIMAL WASTE UTILIZATION PLAN
-----------------------------
272
3� GAB
&AH Q,r-6-
I �1 3.°� ��0�0
2.71 x-74 ��c� $
APR 'OC
NOV-MAR
GAB
SGH
2.71
2j 1
I
150
341.5
272
S
BNB
GAB.
62
1. 75
a�
I CQa t��
3 • P
14
x"14
-OCT
APR -OCT
vMv,Sw
b�ma�� r�55
272
GAB
SNB
SGH
.0
aU 1
I
150
87.'5
131
NOV-MAR
ol
I
150 1
11.75
1 NOV-MAR
272
BNB
.5HH­
12.
_14.9-
2.37
I
k9
272
GAB
12-3�
APR -OCT
50
a 90
272.
1
=ice BNB
159
NOV-MAR
SGH
GAB�-9-
50
. 51
$'i .lo
At
aq
I tbasNA 3•°\
I
11.0
APR -OCT
1
12.37
1.118.5
NOV-MAR
----------------------------------------------------------------------
gpPage: 3
ANIMAL WASTE UTILIZATION PLAN
-----------------------------
272
3� GAB
&AH Q,r-6-
I �1 3.°� ��0�0
2.71 x-74 ��c� $
APR 'OC
272
GAB
SGH
2.71
2j 1
I
150
1135.5
NOV-MAR
272
-1-4*
GAB.
62
[APR
a�
I Coas'riA
r-�
14
-OCT
vMv,Sw
ta.
272
GAB
SGH 1
.62
aU 1
I
150
1
131
NOV-MAR
272
GAB
SAH ,2.8
1.1S
-1-n
I Cuas '1 3.0\
APR -OCT
272
"-
GAB
SGH 1
50
a 90
I
1
1 11.18
159
NOV-MAR
272
GAB�-9-
. 51
$'i .lo
At
I tbasNA 3•°\
`��
APR -OCT
272 .
-t-fr
GAB
SGH 1
50
.51
I
125.5
NOV-MAR
272
-1-&
BND1.56
asgq
d1
I u�.sk\ �+, ,•�
�R
1-1-5-6
APR -OCT
272
__1_67
BND
SGH 1
1.56
�
I
150
178
NOV-MAR
8
13 JBNB
JBH 14.8
1240
1 12.24
1537.6

----------------------------------------------------------------------
gpPage: 4
ANIMAL WASTE UTILIZATION PLAN
----------------------------------------------------------------------
8
BNB
8
1-3
SNB
8
4A
BNB
8
"4A
BNB
8
4B
BNB
8
"4B
SNB
8
15
BNB
----------------------------------------------------------------------
gpPage: 4
ANIMAL WASTE UTILIZATION PLAN
----------------------------------------------------------------------
8
BNB
SGH 1.0
�I
I
F
I
IAPR-OCT
SGH
8
6
BNB
112
I
11.0
150,
12.24
NOV-MAR
BH
4.8
1.49
2.89
SGH.
I
�_6
1240
1693.6
APR -OCT
SGH
8
7
BNB
BH
I
11.0
150 1
12.89
1144.5
NOV-MAR
BH
4.8
i
I
8
1240 1
11.81
1434.4
APR -SEP
SGH
1-7
1.81
11.0
T
I
11.0
150
I
I
190.5
NOV-MAR
BH
14.8
1240 1
13.8
1.912
I
APR -OCT
----------------------------------------------------------------------
gpPage: 4
ANIMAL WASTE UTILIZATION PLAN
----------------------------------------------------------------------
8
BNB
SGH 1.0
1-5
I
150
8
6
BNB
BH 4.8
1.49
T
1240
8
1.49
BNB
SGH.
�_6
11.0
I
150
8
7
BNB
BH
240
14.T
I '
i
8
BNB
SGH
1-7
11.0
T
150
END
T
3.8
1190
NOV-MAR
3. 33
1799.2
APR -OCT
3.33
1166.5
NOV-MAR
1.49
1357.6
APR -OCT
74.5
1.49
NOV-MAR
TOTAL +G-1-6�
" - 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.
)ti aa5.5
gpPage: 5
ANIMAL WASTE UTILIZATION PLAN
----------------------------------------------------------------------
TABLE 2: ACRES WITH NOTARIZED AGREEMENT OR LONG TERM LEASE
(Agreement with adjacent landowners must be attached.)
(Required only if operator does not own adequate land.
See required specification 2.).
TRACT
FIELD
SOIL TYPE & CLASS-
CROP
YIELD
LES
COMM N
**
* LHS
DETERMINING PHASE
CODE
AW N
PER
ACRES
AW N
PER AC
AC
USED
-----
or
-------
APPLY
RESID.
APPLIC
METH
N
TIME
11
1
WAB
C
75
93.75
14.0
1312.5
MAR -JUN
11 1-1 1WAB
SGH 11 150
14.0 1700
NOV-MAR.
11 12 1WAB C 75 193.75 1 117.5 11640.62

11 1-2 1 WAB SGH 1 50
END
IMAR-JUN
17.5 1875
NOV-MAR
TOTAL 4528.12
Indicates that this field is being overseeded (i.e. interplanted) or w
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 leas
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
gpPage: 6
ANIMAL WASTE UTILIZATION PLAN
----------------------------------------------------------------------
BH HYBRID BERMUDAGRASS-HAY TONS 50.0
C CORN BUSHELS 1.25
SAH SUMMER ANNUAL HAY 50
SGH SMALL GRAIN -HAY TONS 50
TOTALS FROM TABLES 1 AND 2
TABLE 1
TABLE 2
ACRES
LBS AW N USED
41.67
-3:0161.6
31.5
4528.125

C� 0
TOTAL 7 3 .1.7
15, 1 5 3 A5
* * * BALANCE 22 2°1 •. 25
-------------------
*** This number must be less than°.or equal to 0 in order to
fully utilize the animal waste N produced.
rA.a; *x1
kio # S -k-
Clnan�e.al su,Mvnc-r
�wnuulS �
consul b�rmuaa�
�0n L��s ta.�a4
t C1nan�t5 yn.acle_ a,r
----------------------------------------------------------------------
gpPage: 7
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
lasted may, and most likely will be, more than the acres shown in the

UCU
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 2175.6 pounds of plant available nitrogen per year in the
sludge.
If you remove the sludge every 5 years, you will have apprgximately 10878
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 36.26 acres of land. If you apply the sludge to corn at
the rate of 1.25 pounds -of nitrogen per acre, you will need 87.024 acres
of land. Please be aware that these are only estimates of the PAN and
land needed. Actual requirements could vary by 25* 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
r r - - - - - - r - - - - r - - - - - - - r - - - - - .. - - - - - - - - - - - - - - - - - - - -1 r. - - - - - - - - - - - - - - r - -
gpPage: 8
ANIMAL WASTE UTILIZATION PLAN
----------------------------------------------------------------------
amounts of nitrogen shown in the tables may make this plan invalid.

The,following table
rates and amounts.
�1`s provided as a guide for establishing application
Tract
Field
Soil Type
Crop
Application Rate
(in/hr)
Applic. Amount
(inches)
11
1
WAB
C
.5
*1.0
11
2
WAB
C
.5
*1.0
11
"1
WAB
SGH
.5
*1.0'
11
"2
WAB
SGH
.5
*1.0
272
1
BNB
BH
..35,
*1.0
272
10
BNB
SAH
.60
*1.0,
272
11
BNB
SAH
.60
*1.0
272
12
BNB
SAH
.60
*1.0
272
i3
GAB
SAH
.35
*1.0
272
14A
GAB
SAH
.35
*1.0
272
14B
GAB
SAH
.35
*1.0
272
15
GAB
SAH
.35
*1.0
272
16
BND
SAH
..35
*1.0
272
2
BNB
BH
.35
*1.0
272
8
BND
BH
.35
*1.0
272
-9- r1
k
BNB
SAH
.60
*1.0
272
-1
BNB
SGH
.5
*1.0'
272
4
o,
BNB
SGH
.5
*1.0
272Ii
A
BNB
SGH
.5
*1.0
272
--1-2-
BNB
SGH
.5
*1.0
272
33-� G
GAB
SGH
.35
*1.0
----------------------------------------------------------------------
.gpPage: 9
ANIMAL WASTE UTILIZATION PLAN

272
-IAA-
aP
GAB
SGH
.35
*1.0
272
-4-4S--
GAB
SGH
.35
*1.0
272
►A
GAB
-SGH
.35
-
*1.0
272
--l-6-
CNN
BND
SGH
.35
*1.0
272
-2 -
BNB
SGH
.5
*1.0
272
BNB
SGH
.5
*1.0
272
-9
BNB
SGH
.5
*1.0
8
3
BNB
BH
.35
*1.0
8
4A
BNB
BH
.35
*1.0
8
4B
BNB
BH
.35
*1.0
8
5
BNB
BH
.35
*1.0
8
6
SNB
BH
.35
*1.0
8
7
BNB
BH
.35
*1.0
8
BNB
SGH
.5
*1.0
8
"4A
BNB
SGH
.5
*1.0
8
4H
BNB
SGH
.5
*1.0
8
-5
BNB
SGH
.5
*1.0
8
"6
BNB
SGH
.5
*1.0
8
"7
BNB
SGH
.5
*1.0
* This is the maximum application amount allowed for the soil
assuming the amount of nitrogen allowed for the crop is not over
applied. In many situations, the application amount shown cannot
be applied because of the nitrogen limitation.. The maximum
application amount shown can be applied under optimum soil
conditions.
Your facility is designed for 180.00 days of temporary storage and the
temporary storage must be removed on the average of once.every 6.00 months.
gpPage: 10

ANIMAL'WASTE UTILIZATION PLAN
----------------------------------------------------------------------
In no instance should the volume of the waste be stored in your structure
be within the 25 year 24 hour storm storage or one foot of freeboard except
in the event of the 25 year 24 hour storm.
It is the responsibility of the producer and waste applicator to ensure
that the spreader equipment is operated properly to apply the correct rates
to,the acres shown in Tables 1 and 2. Failure to apply the recommended
rates and amounts of nitrogen shown in the tables may'make this plan
invalid.
Call your, technical specialist after you receive the waste analysis report
for assistance in determining the amount of waste per acre and the proper
application rate prior to applying the waste.
NARRATIVE OF OPERATION

gpPage: 11
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.

B. 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: 12
--------------------------------------------------------------------
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 specialistly. 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, tol'1ets, sinks, etc., shall notbe 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: 13
--------------------------------------------------------------------
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. Waite application records for 611. 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: 14
ANIMAL WASTE UTILIZATION PLAN
---------------------------------------------- ------------
UTILIZATION PLAN
Name of Farm:
Owner Mana er Agreement
I (we) understand and will f 1 and implement the specifications
and the operation and mai enance rocedures established in the
approved animal waste ut' ization p n'for the farm named above. I
(we) know that any ex sion to the e 'sting design capacity of the
waste treatment and orage system or c struction of new
facilities will r uire a new certificati to be submitted to the
North Carolina vision of Water Quality (N Q) before the new
animals are ocked. I (we) also understand t t there must be no
discharge animal waste from this system to su ace waters of the
state fr a storm event less severe than the 25-y r, 24-hour
storm. he approved plan will be filed on-site at th farm office
and a the office of the local Soil and Water Conservat District
and will be available for review by NCDWQ upon request.
Name of Facility Owner: L. D. BLACK III
(Please print) '

r WASTE UTILIZATION PLAN PAGE
NAME OF FARM: L D Black III
OWNER / MANAGER AGREEMENT
I (we) understand and will follow and implement the specifications
and the operation and maintenance procedures established in the ap-
proved animal waste utilization plan for the farm named above. I
(we) know that any expansion to the existing design capacity of the
I (we) understand that I must own or have access to equipment,
primarily irrigation equipment, to land apply the animal waste
described in this waste utilization plan. This equipment must be
available at the appropriate pumping time such that no discharge
occurs from the lagoon in a 25 -year 1 -day storm event. I also cer-
tify that the waste will be applied on the land according to this
plan at the appropriate times and at rates that no runoff occurs.
NAME OF FACILITY OWNER: L D Bla 911
71 d
SIGNATURE: DATE : r 7�
NAME OF MANAGER (if different from owner):
please print.
SIGNATURE: - DATE:
NAME OF TECHNICAL SPECIALIST: Parks V. Blake
AFFILIATION:
ADDRESS (AGENCY):
SIGNATURE: ,� DATE:

C.3 0
ATTACI-alENT A
U
• . tq'ti+ea•r"„ps�rr;c;;^a+:cy r:t•� ;4^^,:�r .�.F. Y. ':P`"'.^... e...;t .�J;.>...5.: y. ;q�, p•
:a2'o�'+}:^ie'ser rrxoo-x.W:.:....,n......:...,,«.. .:..:;..;: ,...,...:.:. ,.:.,$? •iu, ....-r .:..: ...:...: .. :F.:........:,.,.::: ....... ,... :' :..; ..•. ... ,nr.., .'. � °•,9,2ss..:e.. ,,.- :,..e:,.'w"'+4.a,.uu%zak
ANIMAL WASTE_ MILIZATION AGREEMENT
(1toodod oalr It addlelonal good dao to bo laaaad, ato.)
I,�rvk'4- , hereby give /. - E) • �&k W.-
pe"to appy animal waste from is Waste Ut1 izt
aion System
on= acres of my land for the duration of time shown below.
I understand that this waste contains nitrogen, phosphorous,
potassium, and other trace elements and when properly applied
should not harm my land or crops. I also understand that the use
of waste will reduce my need for commercial fertilizer.
Adjacent Landowner • Date: /D
Waste Producer :��� Date: /D r 2l-
- �5
Technical Representative: V&An . Date : . 2;-7-
SWCD Representative:
Date:
Term of Agreement: �J�x %s , 19e?/e to 1 cam— 20 06
(Stai = at Ton Tsars an Cost Spared Steins)
(Sae Required Specification No. 2.)
9

TO WHOM IT MAY CONCERN:
I, zzaaaeldz. iyc4uguz , understand that Mr. L. D. Black is going to
construct swine finishing unit(s) on his land which is located within 1,500 feet of my
dwelling. I further understand that at present local regulations require a distance of
1,500 feet. I have no objections to Mr. Black's utilization of his land.
Signature `
..S
CAROLINA
COUNTY
I a o Public for the county and state aforesaid,
hereby certify that personally appeared before me
this day and acknowledged the execution of the foregoing instrument
Witness my hand and notarial seal this the15 day ofr)?-��,19 ��•
My commission expires:
Notary Public

41 b + l �'.I � �•
LeyDate: 19 7
TO WHOM IT MAY CONCERN:
I, IQ S a Et, bkKtSt) n _, understand that Mr. L. D. Black is going to
construct swine finishing unit(s) on his land which is located within 1,500 feet of my
dwelling. I further understand that at present local regulations require a distance of
1,500 feet. I have no objections to Mr. Black's utilization of his land.
SJ.4_ o -n
Signature
CAROIJNA
COUNTY
I, . Public for the county and state aforesaid,
hereby certify that personally appeared before me
this day and acknowledged the ex I of the foregoing instrument.
Witness my hand and notarial seal this the ay of 19 g�
Notary Public
My commission expires:

Date: .19 95.
TO WHOM IT MAY CONCERN:
I,
understand that Mr. L. D. Black is going to
construct swine finishing unit(s) on his land which is located within 1,500 feet of my
dwelling. I further understand that at present local regulations require a distance of
1,500 feet. I have no objections to Mr. Black's utilization of his land.
NORTH CAROLINA
C�M-01
Ngtary Public for the county and state aforesaid,
hereby certify that WAW5 f6��GG �Z personally appeared before me
this day and acknowledged the execution of the foregoing instrument.
Witness m hand and notarial seal this the of,c19,7-5
Y Y
Notary Public
My commission expires: 9�

TO WHOM IT MAY CONCERN:
I, j r✓ understand that Mr. L. D. Black is going to
construct swine finishing unit(s)-on his land which is located within 1,500 feet of my
dwelling. I further understand that at present local regulations require a distance of
1,500 feet: I have no objections to Mr. Black's utilization of his land
ignature
NORTH CAROLINA
COUNTY
oVA
Public fo the county and state aforesaid,
hereby certify that i/llOpersonally appeared before me
this day and acknowledged the execution of the foregoing instrument.
Witness my hand and notarial seal this the. day of 19 1
My commission expires:

Date: 19�J
TO WHOM IT MAY CONCERN:
understand that Mr. L. D. Black isoin to
g g
construct swine finishing unit(s) on his land which is located within 1,500 feet of my
dwelling. I further understand that at present local regulations require a distance of
1,500 fe I have no objections to Mr. Black's utilization of his land.
�.
Signature
NORTH CAROLINA
Ax"*- Tt- COUNTY
313 L Luck, a Notary Public for the county and.state aforesaid,
hereby certify that--Sew-ry i. Aj C k personally appeared before me
this day and'acknowledged the execution of the foregoing instrument.
Witness my hand and notarial seal this the day of fa �Je 19Qb
No y Public
Mr co�uss�o►� ex�wEs X29,
My commission expires:

1.11_ Overseedina Small Grain Harvested for Nay or Grazed_ in Coastal
Bermuda
A. Issue: What is the allowable nitrogen rate for any small grain overseeded in
coastal?
Response: 50 pounds above the normal application rate for coastal. No reduction
in the 50 pounds is required if the small grain is grazed.
B. Issue: When must the small grain be harvested?
Response: In order to prevent damage to the coastal stand, the Certified Animal
Waste Management Plan must specify that the small grain must be harvested
before the heads begin to form.
C. Issue: What is alternative to 50 Ib Nitrogen rate given in items A & B
above?
Response: Other alternatives are established in NCSU memo dated July 13,
1998 titled Crop Manaeement Practices for Selected Forages Used in Waste
Management may be used in lieu of items A & B. Strict adherence is
required to criteria given in memo including seeding and harvest dates.
1.1Z Parts of a Waste Utilization Plan
Issue: What items make up a waste utilization plan (WUP)?
Response: A waste utilization plan (WUP) is one part of a total animal waste W
management plan. The UP should be reported in a format comparable to the
current NRCS format prior to certification (see Field Office Tech. Guide IV,
Standard 633 - Waste Utilization). The plan should include:
• all fields receiving waste are to be listed with tract number, field number and
useable acres for each field;
• maps of ail fields to be used for waste application;
• amount of manure produced and used annually;
• waste application method;
• all crops to be grown by field;
• realistic yield expectations (R.Y.E.) of the crops to be grown when available
and/or applicable;
1-6 July 1, 1998

M .
� r
I
{
yy �.

�bF W A r 19Q Michael F. Easley, Governor
0 William G. Ross Jr.. Secretary
7 [ North Carolina Department of Environment and Natural Resources
1 7q
a � ­'� Alan W. Klimek, P.E. Director
Division of Water Quality
T
December 1, 2006
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
L D Black
Black Farm
1670 Lemuel Black Rd
Bunnlevel, NC 283238533
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.us/gps/afou/downloads.htm or by writing or calling:
NCDENR — DWQ Animal Feeding Operations Unit
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Telephone number: [phone]
In order to assure your continued coverage under one of these two tunes of general permits You must submit an application for permit
coverage to the Division Enclosed you will find a `Request for Certificate of Coverage Facility Currently Covered by anExpiring
NPDES General Permit.' The application form must be completed and returned by January 2. 2007. Please note you must include_
two (2) cop_tes 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 feet 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): Harnett County Soil and Water Conservation District
Fayetteville Regional Office, Aquifer Protection Section
AFO Unit Central files - 430004
Prestage Farms Inc
No `hCarolina
Aquifer Protection Section 1636 Mail Service Center Raleigh, NC 27699-1636 Telephone: (919),1 Kllglly
Internet: www.ncwaterquality,org Location: 2728 Capital Boulevard Raleigh, NC 27604 Fax 1: [phone]
Fax 2: [phone]
An Equal Opportunity/Affirmative Action Employer— 50% Recycled110% Post Consumer Paper Customer Service: [phone]

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43U. S. DEPARTMENT OF AGRICULTURE
� SOIL CONSERVATION SERVICE
Date
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Tale- - - - j�� S�_
Drawn-------- ----------------------------
Title--------------------------------
Traced -------------------------- ------- Sheet Drawing No.
No
Checked.-_ ------------------------ ------- of
SCS .ENG -313 REV 8.7'