HISTORICAL BEFORE 2006

NON DISCHARGE APPLICATION REPORT (Iv SPRAY IRRIGATION FIELDS
There are two application fields per page. Use additional pages as needed.
Page of
PERMIT NUM
FACILITY NJ
Formulas
W00003626
ht3vLoadiing Cloches):
�i
s)
ID� 1
� C
r.�n.n llog-hngTotal(rnches)i
A Vieklvta idmg (mches):
Campbell Soup Supply Company
MONTH: December
YEAR: 2005
Robeson
_ [Volume Applied (gallons) x 0.1336 (cubic feet/gallon) x I2 (inches/foot)] / [Area Sprayed (acres) x 43.560 (square feet/acre)/
= Daily Loading (inches) 7 [Time Irrigated (minutes) / 60 (minutaPootir)j
:;I�loalhl'.LOadni(tUches�'a � Sum of Daily Loadings (inches)
=.Sum of this month's Monthly Loading (inches) and previous I I month's Monthly Loadings (inches)
_ [Monthly Loading (inches/month) / Number of days in the month (days/month)] x 7 (dais/week)
"-o
- FIELD NUMBER: [ I-)
FIELD NUMBER:
=
bolt»Titew01.1i
FF..
-.i -'.,-`
N r t ug z_
j s > 4 £
condthonsattdlagotra - ,
utred to be complete# , r I! g�
- I:oni,-r'-K .. ;' ,_. _ '
AREA SPRAYED (acres). , ( 334.54� -'2
AREA SPRAYED_(acres):
COVER CROP: Coastal Bermuda
COVER CROP:
Permitted HOURLY Rate (inches): N/A
Permitted HOURLY Rate (inches):
D
A
T
E
WEATHER
CONDITIONS
,
storage
, Lagoon
Freeboard
- Perini ted YEARLY
Rate (inches): . ( 3
Permitted YEARLY Rate (inches):
Chef
Temperature
at application
Precipi-
tatron
Volume
Applied
'Time
Irrigated
Maximum
'• Hourly
Loading '
. ` -
Daily
Loading
Volume '
' Applied
Time
Irrigated
Maximum
- Hourly
"' Loading
Daily
Loading
('F)
inches
feet
gallons -
minutes
inches
inches
gallons
minutes
inches
inches
1
PC
40 62
,
:4'
i- 38084001
'' 1440
's5 ; 0 02
` 0.
.., ,.
„k
r..
2
PC
29 60
i 3816900
i ' 1440
0.02
'0.42
•3
CL . - =,
48 ; "55'.
v s,.
.0 �. • , ?
" -7‘:,. 3310700
,11;'- 1440
.' , 0 02
�. �; :.. ; 0:36
, _-- ?. _ ,: .
,
L _ Via.
y4, :
4
R
42 52
0.6
2386300
1440
' 0.01
0.26
_
,w
:°5
R' _. -:''
35 f,.�55::,
„1.2f�:
r .t_�,;.,
. _•,.13965500
k' r:;1440'
002
£ • .
_ ..
L -: •
'.''.s. f ,
_ .. ,...
6
PC'
33 57
2589400
, _ 1440
0.01
0.28
_ 7
PC
35 , , -,50
:'' 5.,
,} z :%39239
1440
L.3.. }0 02
t . '- 0.43
,-:'= . . , :.r
,
"=
8
R
36 55
0.5
3646300
1440
0.02
0.40
••• 9
PC. `29
. i51
, v••ta.r,:
4
& 3040400
, _. ,1440
.x.. -0'.01
. AL... 0.33
,.� �.
•.:
,-a.�
10
PC
29 48
2224000
1440
0.01
0.24
'41
PC •., >.
32 .. •s'49
?' ..
�,K .S• i- .-.
, - ¢ :;2782800
- - .T,::.1440
i_.' . '0 01
.. t. ,--0:31
- t , 3' ?
:• _ '' -
- Y x z
t)':
12
PC :
35 50
(4275966
1440
0.02
- ' ' 0.47
=13
PC . _i,_:;
29 .::55
„ ,.
^: t'?,"_,
a.' ,, 3585400
_ . . _1440
v . 0.02
:a .. .0.39
.'a k;, ,_
... ..
,., ._..
i
:.
14
R
25 48
(0 4
37-22000
1440
0.02
0.41
'15
R: _ t",.;
33 _ : 49
?'r 0:83:.
.-,`
:,1 Z.1388t`1800
' .=' .1440
, , 0:02
,: ;°'P.0:43
.-.t'.:
.. _ ,..
-r -'-- ••;
� -
's
16
CL
35 51
'4004200)
1 1440
' ' 0.02
- 0.44
,- ,
17
R; 5::
"35 r49.:..0.5.'
;a `.-:
t =`3409100
_
1440
-7- '0:02
vk'x -0.38
'
,.._
c,L;; i.
,
18
CL
32 48
3200700
_ 1440
0.01
0.35
"19
PO
30 , r 47..o
;-g
4::qA4 . ,.
'- , 357'1400
, 1440
'- A; 0:02
e... 70 39
._ ,. s, `t:
;.-s. r. -
1:
i
20
PC
25 48
-. 3161400
1440
0.01
0.35
f21'
PC,. J :
=24 ' 45
_•_ •' x
/
:.3593600
.
r,., ' ,1440
a . ` �0:02
'� '.-t/,` 0:40
.: -'`
, -�
k . ,�.
22
PC
20' 48
.
-2478700
1440
0.01
0.27
23
H'O.LI3D-AY
,• 0
:.r-,.1440
;,>, .-: 000
': "0.00
. >... _
...
c`c n,i:
s
24WEEKE.ND
.0
1440
0.00
0.00
.:25
W=E E ICED�- N .
. � az �..
�,‘9 ?
: � ...:.: �=:,0
, '<`-. 1440
-_.
�- v :0:00
. � Ab00
.;-:
.'.. �z .=
I
w< ,
26HOLIDAY
-
.1136300
1440
0.01
- 0.13
':27
CL - _
.33 ,<56
` _
-_.__r 3252200
.. 1440
;_-
` 28
R
39 56
6
f 3882400)
1440
0.02
0.43
.
1'•29
GL.
33. 60
.' :.:,..if,-;'.':-''''';',"-;'-'.'-;
'_•_ .78682400
;. :,. 1440
:. _ :0:02
` -.. ;*0.41
, ;t-,
. ..
. _t- ::.,
«
_
_
30
PC
40 57
2314500
1440
0.01
0.25
'31
WO L.lO=A Y . 0:.
•'. .
; /..
:''391600
1440
r D 00
c ` .0.04
s'
Daily Loading Total
9.8 •.
�
12 Month Floating Total (inches)
- 101.
Average Weekly Loading (inches)
1.942
eather Codes: C-clear, PC -partly cloudy, Cl-cloudy, R-rain; Sn-snow, SI-sleet
Spray Irrigation Operator inResponsibleCharge (ORC):
ORC Certification Number:
Mail ORIGINAL and TWO COPIES to:
Division of Water Quality
1617 Mail Service Center
Attn: Information Processing Unit
RALEIGH, NC 27699
NDAR (2198)
Phone:, . [phone]
(SIGNATURE OF OPERATOR IN RESPONSIBLE CH
BY THIS SIGNATURE, I CERTIFY THAT THIS REPO ACCURATE AND COMPLETE
• TO THE BEST OF MY KNOWLEDGE.
RECEII VED
FEB 0 12006
WAFER QUALITY SECTION
information Processing Unit

There
NON DISCHARGE APPLICATION REPORT
SPRAY IRRIGATION FIELDS:
are two application Deft per page. Use additional pages as needed.
Page of
PERMIT NUM W00003626 '
FACILITY NI Campbell Soup Supply Company
MONTH: November YEAR: 2005
Robeson
Formulas
Ir Applied (gallons) x 0.1336 (cubic feet/gallon) x 12 (inches/foot)) / [Axca S
a � �1]�� �i�py�taCl� � - (Volume (ga Sprayed (saes) x 43 560 (aquate feNaaeU
cm3%utby . inch') - Daily Loading (�) / [Time Irrigated ( ) / 60 (mnwt /bag i
.-,, ,s ... _ 2ztMo)ublif, oadl�lg:. 1dW)3 - Sum of.Daily Loadings (inches)
s ... 7 _) ' - Suns of this month's Monthly I:o g (inches) and previous 11.uionths Monthly Loadings (Was) - . .
,b,a.,:_,5 A mire W � dMebi ate - [Monthly Loading (inchdmoath) / Numba of days in the month (days/month)] x 7 (days/week)
)
FIELD NUMBER: t�1
FIELD NUMBER:
ukn�{
�NutzaeolilUuan�
'- ..1~
�.,
wiT a a °{"
atW
r }
r t,on ? 1- ti..<•.t,.k„
'ram { u=
axC
laga�a
ti
AREA SPRAYED (acres): • .. 1334:54� r '
AREA SPRAYED (acres) `
_
COVER CROP: fCoastaiBermuda
t COVER CROP:
4.s
Permitted HOURLY Rate (inches): N/A' "
remitted HOURLY Rate (inches):
D
A
T
E
WEATHER
CONDITIONS
. Storage
I4
Flobard ..
Permitted YEARLY Rate (inches): ( 1 ..
, Permitted YEARLY Rate (inches):
Weather
odese.
_.. �....
Temperature
at application
'
Friar
utlon
Wine
e
" Applied
Tune .
. irrigated
Maxtnlmm''.
Hourly
Load ez
...`..
Daily -
Loading
Volumie :
Applied
..
Tune
; Irrigated -,
Maximwn
. Hourly
. Loading - .-
.
Daily
Loading ..
('F)
inches
..feet . -
gallons
minutes
inches
. inches
, _ gallons
. minutes
. inches
. inches
.1
PCB ._
52. 73
-r ,.
" ".
d 438511D0
r'; .. 'i1440
, 0.O2
M. .:_.:0.42
,...
.4--
. i...
,:
2
PC
45 70
3572300
1440
0.02
. • 0.39
r.,3
PG
'50 „70
"
i87220D,
f _ `1440
` y 0 02
0 44
v ; .-
4
CL
) 55 73
.. 3944200
! 1440
0.02
. ` 0.43
:::
-.5
W'E.EK E'N•D *..
i - .a
- �'/2292500
w �144p
�• .6-01
« ii :.<025
, r a
6
WEEKEND'
. 149441)0
1440
' 0.01
0.16
r 7
CL:' -
45:' 78
; '= k ,=.
�� :::3634660
.. , ;,:' 1446
s; ..`0.02
r K•",7 .40
. _, . +:-
i'
.
_.•: '
8
CL '.
44 50
3265600
1440
0.01
0.36
,
_
9
CL
44 68
,,.; , �f
,. ,. r .
,._,. 3542900
:=1440
'',: ,• O102
'0.39
.-
_
„ , .__
10
CL -
40 62
-
3687500
1440
0.02
0.41
1.11
CIF .'
35: ; 65
- i ,
..
•._ ,-3203400
'_ ..1440
', fi ..t0:01
... ,:,.0'.35
._
'=
. 4
12
PC
38 -. 66
- _ 2457900
1440
' - • 0.01
' . 0.27
"
.
',13
PC ..
38:... 65
= . �_
, i. .•
1744600
.. _ :'1440
^':.., 001
``,0.19
' , ._
: _,._
„_ '
14
CL
42 - 66
' . 3366200
• 1440
0.02
0.37
t15
PC'
'45'"- '70�;'a,,
..,;3147400
;;•'==1440
12001
7. _..>'D.35
. , -
_ ....
sle-- .i
. ,
16
R
45 75
. 0,3
3143500
1440
0.01
• ` `0.35
_
17
PC --:
31/.t. 60
,
L .. ..
„=$651900
` , ->1440
_. ._ '0:02
,•_ _40.40
_ r.: .> .�., .. ,
_ , _ . .
. _
_-i- ,_
18
PC
27 55
. .
• 3658100
1440
• 0.02
0.40
. -.
t19
PC. ,....
33`- 58
_ ..
','
30177(i0
>... _' 1440
20
R
49 . 55
0.2 =
2266900
- 1440
• 0.01
.0.25
21
R .� �:
45; V.59
.T:
'.0.9
�`- _:...
.:
„ = 3433'100
r_�1940
.
'.:..� <0:02
=-.:.:,:038
_. E
; -.
_. `
22
PC - '
28'.' 53
''
-
r-- 3780700
' ' "1.440
.. 0.02
. 0.42
'23
PC,•
29 53
.<_- :::,:
- :
_. - 2800000
- .> 1440
I' .: ,_0:01:
s1-'0 31
r =
. t _
24
CL
39 . 69,
'1
455350
1440
,0.00
0:05
25
PC'.- _,
•39;» 48
;i . c-
455350,
1440
.. ,.., .0:00
. _ . „005
? .. - A.,. , t
', _F
I' i : ;_
.
26
PC
33 53
'.:
' 890000
' 1440
0.00
0.10
27
.
R'``,.._ •
42,""'460
a_1.5#
,.Y ,-'1483700
::1440
.=0101 :=.: 0.16
. =i' . ::r:
- V,-;
, _.: , :.
'': •.a::.
28
R -
55 73
0.5 •>•:
- 3180900
1440
0.01 ' 0.35
29
R=.:..-
'46 _:72
- 412
''` . 3298400
:::::1440
- ,r'_ . ' 0i02 . r ..:0:36
y , ,',
= r..
4,- •
30
CL
44 70
. t 3902300)
1440 0.02 0.43
-
31
_=. .
:•( •.
. ,..,
,._
- �. 7 ,"
'.iVt . - $. 1:- ... •
-. . � .:-,,
# ...tea
_z .V
V .. .
Daily Loading. Total
-
9.53
86.00
1.98
12 Month Floating Total (inches)
Average Weekly Loading (inches)
Weather Codes: C-clear, PC -partly cloudy, Cl-cloudy, R-rain, Sn-snow, SI-sleet
Spray irrigation Operator in Responsible Charge (ORC):
ORC Certification Number. SI(14855)
Mail ORIGINAL and TWO COPIES to:
Donald Fleming
(/ `/
9 'IS SIGNATURE, I CERTIFY THA
Attn: Information Processing Unit E BEST OF MY KNOWLEDGE.
DEC -1 2005
WATER QUALITY SECTION .
Non -Discharge Compliance Ent,
RALEIGH, NC 27699
Division of Water Quality (SIGNATURE OF OPERATOR IN RES
1617 Mall Service Center - D F
r
ic
NDAR (2l98)
Phone: [phone]
N )B_ CHARGE)
RATtiAtilR COMPLETE
TF
DEC 272005
DENR-F''YET ILLEREGIONALOFFICE

NON DISCHARGE APPLICATION • REPORT
SPRAY IRRIGATION FIELDS
There are two application fields per page. Use additional pages es needed.
FP
Page of
PERMIT NUM W120003626
FACILITY Ni Campbell Soup Supply Company
Formulas
Daily Loading (inches)
Maximum Hourly Loading (inches)
12 Month Floating Total (inches)
Average Weekly Loading (inches)
•
MONTH: October
YEAR: 2005
Robeson
[Volume Applied (gallons) x 0.1336 (cubic feet/gallon) x 12 (inches/foot)] / [Area Sprayed (acres) x 43.560 (square fert'aere)]
Daily Loading (inches) / [Time Irrigated (mimnes) / 60 (minutes/hour)) Monthly Loading (inches) - Sum of Daily Loadings (imixs)
Sum of this month's Monthly Loading (inches) and previous I I momh's Monthly Loadings (inches)
[Monthly Loading (inches/month) / Number of days in the mash (days/month)] x 7 (days/week)
•
Note: The weather conditions and
freeboard are required to be completed
. I only.
lagoon
FIELD NUMBER: ( 1 )
FIELD NUMBER:
AREA SPRAYED (acres): 1334.54 )
_
AREA SPRAYED (acres):
( s
COVER CROP: Coastal Bemtuda
COVER CROP:
on pagt.
Permitted HOURLY Rate (inches): N/A
' Permitted HOURLY Rate (inches):
D
A
ET
WEATHER CONDITIONS
Storage
Lagoon
Freeboard
Permitted YEARLY Rate (inches): C 3 )
_
Permitted YEARLY Rate (inches):
Codtlw
Temperature
at application
Prccipi.
tenon
Volume
Applied
Time
Irrigated
Maximimt
Hourly
Loading
Daily
Loading
Volume
Applied
Time
.Irrigated
Maximum
Hourly
Loading
Daily
Loading
(°F)
inches
feet
. gallons
minutes
inches
inches
gallons
minutes
inches
inches
1
PC .,
'65',' 85
3220200
-1 1440
• :.:, 0.01
• • 0.35
2
PC
63 87
3482600
' 1440
0.02
0.38
3
PC -
• 65 ; 82
• '
' -•' .3670700
•: 1440
` ' 0.02
0.40
4
PC
63 84
3553700
1440
0.02
0.39
5
R
68 •78
. 0.6.1'
3627200
1440
' ` - 0.02
0.40
6
R
73 79
(3.7�
13888400)
1440
0.02
0.43
7
R '
70 78
'i~0.3?-
'' -
3727000
1440
.• 0:02
• 0.41
8
R
72 80
(0.9)
3632500
1440
0.02
0.40
9
CL
70 70
3221900
1440
0.01
- 0.35
10
R
65 72
(0.1)
(3962000)
1440
0.02
- 0.44
11
C
62 " . 76
--
- .- ( 4606205
>. ' 1440
- 0.02
0.51
12
PC
64 78
3645700
1440
0.02
0.40
13
CL
62 80
' ` ( 3994000
i 1440
0.02
..0:44
14
CL
60. 78
a-294900
) 1440
0.02
0.47
'
15
CL
58 - 75
.
' • ` 13800500
1 1440
' 0.02
0.42
.
16
CL
43 78
2544600
1440
0.01
'0.28
17
CL -
48 - 80
3787200
1440
0.02
- 0.42
18
CL
58 82
{ 39600001
1440
0.02
0.44
19
CL
60 80
• 3475100
-: 1440
0.02
0.38
20
PC
60 82
3616900
1440
0.02
0.40
-
21
R
62 81
..0.4 .
3685000
•. 1440
0.02
0.41
22
CL
48 83
1347800
1440
-0.01
0.15
23
CL - '
58. -130
1617200
- ' 1440
0.01
0.18
'
24
PC
40 74
3026500
1440
0.01
0.33
25
CL .
41 .:65
: _
....
:. 3495500
.: " '-1440
- 0.02
0.38
26
PC
42 68
1 3823000
I 1440
0.02
0.42
-
27
PC
40 • • 66
. .
- 3088000
-1440
. ..0.01.
-. . • 0.34
•
28
CL
38 71
3415900
1440
0.02
0.38
29
CL
38 • 70
1194200
1440
:0.01
0.13
.
30
CL
42 72
1526500
1440
0.01
0.17
31
CL
45 • - 70
-
- 1' 3836400
/ .: •1440
.•" -0.02
• ' • 0.42
Daily Loading Total
11.41
12 Month Floating Total (inches)
102.50
1.98
Average
Weekly Loading (inches)
' Weather Codes: C-clear, PC -partly cloudy, CI -cloudy, R-rain, Sn-snow, SI-sleet
Spray Irrigation Operator in Responsible Charge (ORC): - Donald Fleming
ORC Certification Number. Si(14855
Mail ORIGINAL and TWO COPIES to:
Division of Water Quality
1617 Mail Service Center
Attn: information Processing Unit
RALEIGH, NC 27699
LJL
C
Phone: [phone]
IB
T1:111f OF OPERATOR IN j�NATURE, II CERTIFY THAT THIS
COMPLETE TO THE BEST OF MY KNOWLEDGE.
2 2005
V6rtJ :t1QUAtLITYSECTTON
Non -Discharge Comer sop En.
ARGE)
ORT IS
cuRAT'RE ENED
DEC 0 5 2005
DEM -fAYErrenliER€GIONALOM
NDAR (2/98)

NON DISCHARGE APPUCATION REPORT Page of
SPRAY- IRRIGATION FIELDS
There are two 801311sefien fields per page. Use additional pages as needed.
PERMIT NUM WQ0003626
FACILITY Nt Campbell Soup Supply Company
MONTH: September YEAR: 2005
Robeson
Formtdos
(ini*tr) (Volume Applied (gallons) x 0.1336 (cubic fect/gallon) x 12 ((nch/foot)] / [Area Sprayed (arm) x 43.560 (square feet/acre)]
itaximsigifitdypaaitMi(inchis):.,' Daily Loading (inches) / [Time Irrigated (minutes) / 6(1 (minutes/hour)]
••,,,,Krthly.Log(lutg,(inOtes)_ - Sum of Daily Loadings (inches)
' Sum of this month's Monthly Loading (inches) and previous 11 months Monthly Loadings (inches)
Ai.vrig01.4PY:Pgdiiie(44e1), (MonthIY,Loading (incites/month)/ Number of days in the Month (days/month)] x 7 (days/week)
, ..• -
•
. .
-- : NO(�flddi0fl$3iId1ijOOt
*board lie iititt!ri,xlio firnpletidii, ,-,*
``, • - - =,-- :',..:.---,z ','-'flinfii..:-;,-, -'7:- .:"-,-,';,', ',--.1---
FIELD NUMBER:: l I )
FIELD NUMBER: '
AREA.SPRAYED (acres): (--Sr4754-i •
AREA SPRAYED (acres):
COVER CROP: ' Foastal Berrtud" a"--)
COVER CROP • .
' Permitted HOURLY Rate (inches): NIA
Permitted HOURLY Rate (inches):
D
A
T
E
WEATHER CONDITIONS
Storage
upon
Freeboard
Permitted YEARLY Rate (inches): .1---r)
Permitted YEARLY Rate (inches):
Weather
C°dt°
Tc.p."...
at application
pnx.
tation
• Volume
Applied
Time
Irrigated
Maximum
Hourly
Loading
- Daily
Loading
Volume
Applied
Time
Irrigated
Maximum
Hourly .
Loading .
Daily
_Loading
.
(*F)
Maps
feet
gallons
minutes
inches
' inches
gallons
minutes
inches
inches
' .1
CL • •
72 96
-' '
' -
f 4006000
) : 1440
• 0.02
' 0.44
2
CL
-69 94
'
2766700
1440
0.01
0.30
•
3
WEEKEND
.- .
515902
1440
• 0.00
0.06
_
4
WEEKEND
_'
, ,
442500
1440
0:00
0.05
-
5
HOLIDAY
. •
. ,
1174098
1440
0.01
0.13
-
. - •
, .
. i
6
PC
66 89
• 3678900
1440
0.02
• 0.40
.
•7
PC -
65 90
- ' •
' 3630000
. 1440
0.02
'0.40
-
.
8
PC
62 88
3573400
1440
0.02
0.39
-
9
PC - '
65 89
.
..' •
• '3456500
1440
0.02
0.38
.
. '
10
PC
70 90
'
1901300
1440
0.01
, 0.21
11
WEEKEND
- •
1390000
' 1440
' 0.01
" - 0.15
'
12
W E E K
E N D
3411100
1440
0.02
0.38
13
R
72 89
co- . -2- - • 1
- • -
5955000
1440
. ' 0.02
• 0.44
' .
-
:
4 '
14
R
65 80
1-0:1--)
\ 3821100
, 1440
0.02
0.42
'
15
PC
73 . 93
•
- '
' ' -3363100
'1440
• - 0.02
'. 0.37
16
CL
75 95
3651900
1440
0.02
0.40
"
4
17
CL
75 92
'
2411400
1440
• 0.01
0.27,
18
WEEKEND
.
2798311
1440
0.01
. • 0.31
,
•
19
WEEKEND
•
3717075
' - 1440
0.02
' 0.41
.
0
CL ,
69 90
F4949707
1 1440
0.02
0.54
'
,
•
21
R •
68 .92
(4;2_.?
- I 3919174
1 ' 1440
.0.02
- 0.43
22
CL
73 94
.
F41589200
) 1440
0.02
0.45
23
CL
71 92
3416900
1440
0.02
- - 0.38
24
PC
69 89
3398900
- 1440
0.02
' 0.37
25
W'E E K E N D '
• -
• -
2808900
' ''1440
- .- 0.01
2' 0.31
•
26
WEEKEND
C0-.2)
'
4i7-374-0-0
? 1440
0.02
0.48
,.
,
.
.
28
PC
63 83
4134900
1440
0.02
" 0.45
29
R '
• 61 - 62 ,
(0:5)
• -
•(3940800
) • ' 1440
' ' 0.02
.. 0.43
. ---•
- ' • '
' - - : •-
-
30
-WEEKEND
3392200
1440
0.02
0.37
.
.
31
.. ,
Daily Loading Total
10.55
12 Month Floating Total (inches)
103.02
Average Weekly Loading (inches)
1.98
ea er Codes: C-clear, PC -partly cloudy, Cl-cloudy, R-rain, Sn-snow, SI-sleet
Spray irrigation Operator in Responsible Charge (ORC): 'Janes',1David WIlsOn, Jr. (Backup')
ORC Certification Number: • ,St(26721)
Mail ORIGINAL and TWO COPIES to:
Division of WaterQuality
1617 Mall Service Center
Attn: Information Processing Unit
RALEIGH, NC 27699
r:0
4 e
Phone: [phone]
URE OF OPERATOR IN RESPONSIBLE CHA E)
sc"-- SIGNATURE, I CERTIFY THAT THIS REPORT IS ACCURATE AND COMPLETE
' TO THE BEST OF MY KNOWLEDGE.
'Nal' 0 2, Z005
wAfEri QUALITY SEC
Non -Discharge Coroptiirice Ent.
;Co
NDAR (2/98)

PERMIT NUM WQ0003626
FACILITY Ni Campbell Soup Supply Company
irmulas
Maximum Hourly tixaclina (inches) - Daily Loading (inches), Rinie Inigated (minules) / 60 (ntinutes/hourA
. .Daily Lgaini(iiirhe4 - [Volume Applied (gallons) x 0.1336 (cubic (eet/gallon) x 12 guchesifoo0) / [Arca Sprayed (acres) x 43.560 (square fret/um/I
.. • .
- OCT 0_3 20
MonthlkLeiiiling(indle11). • i. Sum of Daily Loadings (inches)
. , .
. - 12 Month Floating Total (inches) - Sum of this monelis Monthly Loading (inches) and previous I I month's Monthly Loadings (inches)
- [MontMy Loading (inches/Month) / Number of days in the O)cmth (days/month)) x 7 (days/week) '
d
NON. DISCHARGE APPLICATION REPORT Page of
SPRAY IRRIGATION FIELDS -
There are two application fields per page. Use additional pages as needed. •
MONTH: August YEAR: 2005
Robeson it)ENR-FRO
- . - -, ... -:-.:. ,-, . „ • -,:. •,. • .,...
, "Notek:1110eatherecinditioaS atia(age#,. ?`,
freeboard are reqUire4 io beepiapleidon-Aiiis.
FIELD NUMBER: 1
- FIELD NUMBER:
AREA SPRAYED (acres): 334.54
. ..
AREA SPRAYED (acres):
COVER CROP: 'Coaital Bermuda
COVER CROP:
' Permitted HOURLY Rate (inches): N/A .
Petted HOURLY Rate (inches):
I WEATHER CONDITIONS
Permitted YEARLY Rate (inches): 3
Permitted YEARLY Rate (inches):
Weather
Code.
Temperature
at application
preeipi.
tation
Storage
Lagoon
Freeboard
Volume '
Applied
Time
Irrigated
Maximurn
Hourly
Loading
Daily
- Loading
Yolurne.
Applied
Time
Irrigated
Maximum
Hourly '
Loading
Daily
Loading
(°F) ,
inches
feet
gallons '
minutes
. inches
inches
gallons
minutes
inches
inches
1 CL - .:
74 '.‘ 95
'', ' --
' .;-';.., -:
: .‘--' 387605
.'-'-'". 1440
' ''..'..0.02 -
- 037'_'-'
-
-.
2 CL
73 93
3772520
1440
. ' 0.02
. 0.42
4 CL
76 88
i3864976
? 1440,
. 0.02
0.43
.
-
5 CL `:
275 . 89
' i -- :
, ' ; -
--: 1,3823858
2. :', '1440
: ''..H0.02
,' - ' 0.42•.,-..
5 WEEKEND
2323498
1440
0.01
, 0.26
'
3 R
73 84
. r0:9-)
3546000
• 1440
" 0.02
0.39
8
84 90
1 0.i))*:
'; .s
r:. ,- 1, 4020726.;
. :1440
' : 002
, • 0.44
) CL
82 93
-
14033849
i 1440
' 0.02
0.44
I CL
2 R
78 90.
(3.5)
1: 4035900
i 1440
' 0.02
0.44
5 W E E K E N D-.. -
- -- .,
---', ; -'
' '-': 3719100
',,, ---1440
' '0.02
r• .: --, 041
% " -.
-- ..
IWEEKEND'
C-G-T\
' ,
: 1697200
1440
0.01
0.19
.-
5 CL
77 95
' '
' • ' ,
..; (4029000
) -.. .' 1440
. ' ' .: 0.02
:- ' , -044
• ' ' • ' .'-•
", "
5 R'
76 94
co-7U
(4448800
1440
' 0.02
0.49
,
' PC -' -
73 89
•
.
,
I PC
77 91
.
4109200
1440
0.02
' 0.45
•
) CL- •
75 ' 93
3398600
1440
0.02
- 037
• . _
.
" •-
/WEEKEND
3414000
1440
0.02
0.38
.
.. ,
W E E K
E N D '
;• • -
'
' • 2641400
-'•'. ,-- 1440
- ' ' -0:01
• . 0.29
" • 1 -
' ,- ..
PC
77 97
:
_ 4F41)270(1,
1440
0.02
0.48
: PC'
76', 89
•• ' - :
: '
' A.:4149300
. ; ' •-1440
• : 0.02
\' - 0.46
' ; • - '
:- . • ;:
.••
, •
- ,
• PC
74 '90
,
14399200
' 1440
. 0.02
0.48
. , .
PC
75 91
S-4560800
1 1440
' 0.02
0.50
WEEKEND- l':''''
:', ;
•••T '.• ''''''.
- -.3358900
;., .:., -1440
'. •-•"-. 0:02
' 0.37
' - - ' • ' .2.
' • - ...
.: 7 -; '' ' ''
WEEKEND
_.
.
1970400
1440
0.01
0.22
- ' ' '
PC -
.77- 95
"
PC
78 92
'
V-4301200
1440
0.02
0.47
-
PC .,
.75 : 95 .
- '
. ;.'. :
--;' '' 3530800
,-._ '. -1440 • :;--'.:. -,-..., 0.02 • : ..039
-: .-`. :,-- •"' . '
,:, :.:',-.. -1-
, •:.-1-;.,-...;,:.--?;,.z
.L
Daily Loading Total
_ 12.36
. .
" 12 Month Floating Total (Inches)
107.34
..
Average Weekly Loading (inches)
2.79
r es. -c ear, PC -partly cloudy, Cl-cloudy, R-rain, Sn-snow, SI-sleet
pray Irrigation Operator in Responsible Charge (ORC): James David Wilson,Jr. Phone: [phone]
ORC Certification Number: SI(26721)
Mail ORIGINAL and TWO COPIES to:
Division of Water Quality
1617 Mail Service Center
Attn: Information Processing WI
RALEIGH, NC 27699
•
SEp 2 8 2005
• .
/irm eae./.1e9LJ4)
IGNATURE OF OPERATOR IN RESPONSIBLE CHARGE)
`BY THIS SIGNATURE, I CERTIFY THAT THIS REPORT IS ACCURATE AND COMPLETE
TO THE BEST OF MY KNOWLEDGE.
vvQ
WATER -QUALITY SECTIQN
Non -Discharge Compllace
NDAR (2f98) •

NON DISCHARGE APPLICATION REPORT
SPRAY IRRIGATION FIELDS
There are two application fields per page. Use additional pages as needed.
Page of
PERMIT NUM
FACILITY NI
onnulas
Daily Loading (inches)
Maximum Hourly Loading (inches)
12 Month Floating Total (inches)
, Average Weekly Loading (inches)
W00003626 MONTH: July
Campbell Soup Supply Company -
YEAR:
Robeson
2005
▪ [Vohtme Applied (gallons) a 0.1336 (cubic feet/gafon) a 12 (inches/foot)] / [Arca Sprayed (acres) x 43.560 (square feet/acre))
Daily Loading (inches) / (Time Irrigated (minutes) / 60 (minutes/hour)) MonthlyLoading(inches)
) - Sum of Daily Loadings (irnites)
Sum of the month's Monthly Lmdmg (inches) and previous I 1 moth's Monthly Loadings (inches) ' '
▪ [Monthly Loading (inches/month) / Number of days ie the math (daydsmnt)1 x 7 (days/week)
Note: The weather condition and
freeboard arc required to be completed
° I only.
lagoon
op' ag.
FIELD NUMBER: f,1 1
FIELD NUMBER:
AREA SPRAYED (acres): I-334.54 7_._
AREA SPRAYED (wrest.
COVER CROP: Coastal.Bemaxla-
COVER CROP:
p
Permitted HOURLY Rate (inches): N/A
Permitted HOURLY Rate (inches):
D WEATHER CONDITIONS
storage
Lagoon
Freeboard
Permitted YEARLY Rate (inches): 3 J '
. Permitted YEARLY Rate (inches):
A
T Co
E
Temperature
at application
Prscipi-
ration
Vohe
rm
Applied
Time
Irrigated
Maximum
Hourly
Loading
Daily
Loading
Volume
Applied
Time
irrigated
Maximum
Hourly
Loading
Daily
Loading
(°F)
inches
feet
gallons
minutes
' inches
inches
gallons
minutes
inches
inches
1 VACATION
• ' 1411457
'1440
0.01
- 0.16
2 VACATION
623124
1440
0.00
0.07
3 W E E K E N D
568400
1440
0.00
` .0.06
4 V A C A T I 0 N
569437
1440
0.00
0.06
5 V A C A T I 0 N-
524403
1440
0.00
0.06
6 VACATION
489889
1440
0.00
0.05
7 VACATION
555947
1440
0.00
0.06
8 VACATION
497879
1440
0.00
0.05
9WEEKEND
476391
1440
: 0.00
0.05
.
10 WEEKEND-
477815
1440
0.00
0.05
11 R
75 - 94
1.6
477530,
1440
0.00
• 0.05
.
12 CLEAR
77 93
.
434766
-1440
0.00
0.05
13 R '
75 90
0.5
460706
1440
0.00
0.05
.
14 PC
76 89
455044
1440
0.00
0.05
15 R .
75 ' 91
13
598897
1440
0.00
• 0.07
16WEEKEN0
564395
1440
0.00
0.06
17WEEKEND
1515331
1440
0.01
0.17
18 R
76 94
0.2
3152767
1440
0.01
0.35
19 CLEAR
74 93
3152767
1440
0.01
0.35
20 CLEAR
77 94
14057453
I - 1440
0.02
0.45
21 R
74 93
1.5J
' 318006
1440
0.00
0.03
.
22 R
75 96
11:5
7
('_3854481
) 1440
0.02
- 0.42
23 W E E K E N D
2344604
1440
0.01
0.26
24 W E E K E N D
1653635
1440
0.01
0.18
25 CLEAR
77 ' 95
3684356
1440
0.02
0.41
26 CLEAR
70 103
t.,3861920
1 1440
. 0.02
0.42
27 CLEAR
78- 104
-
3829771
1440
0.02
0.42
28 R
76 98
0.7 .
3633870
1440
0.02
0.40
29 R
72 98
1.7
3633879
1440
. 0.02
0.40
30WEEKEN0
2649158
1440
0.01
0.29
31 W E E K E N D
' 0.3
1598711
Daily Loading Total
5.56
12 Month Floating Total (Inches)
102.05
Average Weekly Loading (inches)
1.26
Weather Codes: C-clear, PC -partly cloudy, CI -cloudy, R-raln, Sn-snow. SI-sleet
Spray Irrigation Operator in Responsible Charge (ORC):
ORC Certification Number:
Mail ORIGINAL and TWO COPIES to:
Division of Water Quality
1617 Mail Service. Center
Attn: Information Processing Unit
RALEIGH, NC 27699
RE
Donald Fleming
61(14855)
Phone: [phone]
(SIGNATURE OF OPERATOR IN RESPONSIBL ]CHARGE)
BY THIS SIGNATURE, I CERTIFY THAT THIS REPORT IS ACCURATE AND COMPLETE
NIMT OF MY KNOWLEDGE.
SEP 0 62 '2005
WATER QUALITY SECTION
INon•Ci2harge COMptiNlee Enr.
NOAR (2198)

NON DISCHARGE APPLICATION REPORT
SPRAY IRRIGATION FIELDS
There are two application fields per page. Use additional pages as needed.
Page of
PERMIT NUM WQ0003626
FACILITY NI Campbell Soup Supply Company .
9rmulas _ .
,. .
•
- ..- . Dijiyicodinig (Idles); = (Volume Applied (gallons) a 0.1336 (cubic feet/gallon) a 12 (inches/foot)) / [Area Sprayed (acres) a 43.560 (square feetiacre/1
. .
• - Maximum Hottrly.Loading (inehes). - Daily Loading (anches) / [Time Irrigated (minutes) / 60 (minutecihour)]'
1 ,..?vf:onilily,cooding (inches) : - Sum of Daily Loadings (InclIcs)
12 itoniti Floating:Total (ineites), - Sum of this months Monthly Loading (inches) and previous 11 month's Monthly Loadings (Mahe)
* Average Weekly LciacYgg grigi;Of - [Monthly Loading (inch&month) / Number of days in the month (days/monthn c 7 (days/week)
MONTH: June YEAR:
Robeson
2005 '
DEN .R0 -
Aus 0 82005-
. . . - .. ,, ---•
Note: ThiiveathieConditions and
......
freebOSrd ire fisclidred to be cornpleted
Pau.; 1 MIN. -,.
- ,e -,. ,-
lagoon
, ..,
on ,
- - *
FIELD NUMBER: • _1 I --)
FIELD NUMBER:
AREA SPRAYED (acres): L334:54----) '
AREA SPRAYED (acres):
r
COVER CROP: Coastal Bermuda
COVER CROP:
Permitted HOURLY Rate (inches):
N/A
Permitted HOURLY Rate (in-ches):
WEATHER CONDITIONS
Permitted YEARLY Rate (inches)
F3---)
Permitted YEARLY Rate
Weather-
c'xic*
Temperature
at
application
Precipi-
tation
Storage
Lagoon
Freeboard
Volume
Applied
Time
Irrigated
Maximum
Hourly
„. Loading_
Daily
Loading
Volume
Applied
Time
Irrigated
(inches):
Maximum
- Hourly
Loading
-
Daily
Loading ••
r F)
inches
feet
gallons
minutes
'inches
inches
gallons
minutes
inches
inches
'1 RAIN •
63 70
• 0.5 -
, •
'
2901251.00
1440
• 0.01-'
. 0.32
-
2 RAIN
64 • 76
0.8
3002268.00
‘. 1440
0.01_
0.33
• ,
4 WEEKEND
417571.00
1440
0.00
0.05
'
-
5 WEEKEND-
.._
1369859.00
1440
' • 0.01
- - 0.15
.
6 CLEAR 71 92
.
3342362.00
1440
. 0.02
0.37
,
.
7 RAIN - 71 91
0.7 -
, .
2873145.00
1440
0.01
..
" ' 0.32
.
8 RAIN 74 91
1
0.4
3164337.00
1440
0.01
- 0.35
9 PC . ',
75 88
- -
, '
3295838.00
1440
*0.02
• 0.36
-
',
0 PC
69 85
• 2269693.00
1440
: 0.01
-0.25
1 W E E K E N D
-
- - -
499812.00
1440
0.00
', s'• 0.05
e " e
•
2 WEEKEND
„ 1199384.00
1440
0.01
0.13
3 CLEAR
72 90
-
' - '
2920317.00
' ' 1440
• 0.01
"
0:32
'
.
.
4 CLEAR
71 94
3438515.00
1440
0.02
0.38
5 CLEAR
70 ' 90
• -
- - -
, 2925156.00
1440
0.01
'
0.32
-
. .
6 CLEAR
72 88
, -
• - 2648457.00
1440
0.01
0.29
.
•
7 CLEAR
70 89
2220988.00
1440
0.01
. 0.24
__,/
-
8 WEEKEND
324784.00
1440
0.00
0.04
,
9 WEEKEND-
.
.
977732.00
1440
0.00
, 0.11
0 PC
61 85
,
2881827.00
1440
0.01
- 0.32
1 PC
60 89
-
- ' .
2514861.00
- 1440
':0.01
0.28
'
- _
.
- '
2 PC
58 88-
-
, 2891649.00
1440
0.01
0.32
.
3 CLEAR'
64 92
,'
2832182.00
1440
0.01
0.31
.
4 CLEAR
60 90
' 3131181.00
1440
0.01
0.34
e
..
-
5 VVEEKEND
-- •
- z
627683.00
3 WEEKEND
0.8
, .
' 1298851:00'
1440
0.01
0.14
7 PC
77 92
-
'
2998196.00
1440
• • '-e 0.01
- .
- 0.33
' •
"
' " - ' '
•' - - -- - -'-
- •
'
3 RAIN
73 90
2.6
3242168.00
1440
0.01
0.36
,
/ RAIN -
74 92-
• 1.1
'
• 3090194.00
1440
0.01
0.34
.
) CLEAR
"
77 93
2676672.00
1440
0.01
0.29
I
'
.
Daily Loading Total
7.71
102.05
12 Month Floating Total (inches)
'
Average Weekly Loading (inches)
• 1.74
, y c ou y. ou R-rain, Sn-snow, SI-sleet
pray Irrigation Operator in Responsible Charge (ORC): James David Wilson, Jr.
ORC Certification Number SI(26721)
Mail ORIGINAL and TWO COPIES to:
Division of Water Quality
1617 Mail Service Center
Attn: Information Processing Unit
RALEIGH, NC 27699
RE
Phone: (9t0) 8444631
IGNATURE OF'OPERATOR IN RESP0NS4LE CHARGE) ,
11 SIGNATURE, I CERTIFY THAT•THIS REPORT IS ACCURATE AND COMPLETE
0 BEST OF MY KNOWLEDGE.
1 2005
WATER QIJALITY SECTION
No/I-Discharge Corripliance Ed.
NDAR (2/98)

NON DISCHARGE APPLICATION REPORT .
. - SPRAY IRRIGATION FIELDS
There are MO application fields per page. Use additional pages as needed.
PERMIT NUN W00003626
FACILITY NI
r11!"Dad) Loathng(mthcs)
i-2
• 'Avei:ag.i*etWilikiiiiiii;isi•
Campbell Soup Supply Company
MONTH: May
• (Volume Applied (gallons) 0.1336 (cubic (eet/gallon) x 12 (inchestfoot)] / [Area Sprayed (acres) 43,560 (square (eet/acre))
•13aily Loading (inches) / (Time Irrigated (rnittides) / (minutes/hour)) Mom* 14ildiflig(.ncites)
- Sum of this inceth's Monthly LOading (inches) ind previous II month's Monthly' Loadings (inches)
• (Monthly Loading (inches/month) / Number of days in the month (clays/month)] x 7 (da)s/week)
• Sum of Daily Loadings (inches)
‘• ,-
-'!"-Not :eti- _ „Conditions ondiagiiiiir, ''
--: -Oe'bidie04-4fl'Ai°-,Srri-P!'417461i,".'
FIELD NUMBER: . -1-")
FIELD NUMBER:
AREA SPRAYED (acres): :. -334:54--) .
AREA SPRAYED (acres):
COVER CROP: ICoastal/Winter Rye---)
COVER CROP:
_
Permitted HOURLY Ratelinches): N/A
Permitted HOURLY Rate'(inches): ,
) WEATHER CONDITIONS
'
. Storage
Lag„,„
Freeboard,
Permitted YEARLY Rate (inahes): r 3 )
,
Permitted YEARLY Rate (inches): "
1
• Weather
Tarr:ratans
„
application
pi.
, tation
Volume
Applied , r'.
,
Time
Irrigated
Maximum
Hourly
Loading
Daily
Loading
Volume
Applied
Time
Irrigated
. Maximum
Hourly
Loading
Daily
Loading
(T)
inches
w feet
gallons
minutes
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gallons
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12 Month Floating Total (inches)
, 99.92
Average Weekly Loading (Inches)
. .
1.92
eatfler s: -clear, PC -partly cloudy, Cl-ctoddy, R-raln, Sn-snow, SI-sleet •
pray Irrigation Operator in Responsible Charge (ORC): Donald Fleming
• ORC Certification Number: $quaw
Mail ORIGINAL and TWO COPIES to:
Division of Water Quality
1617 Mali Service Center
Attn: Information Processing Unit
RALEIGH, NC 27699
RE
'NDAR (2/98)
Phone: [phone]
(SIGNATURE OF OPERATOR IN RESPONSIBLE CHARGE)
BY THIS SIGNATURE, I CERTIFY THAT THIS REPORT IS ACCURATE AND COMPLETE
C E. "rgf_MT OF MY KNOWLEDGE.
•
•
JUN 3 0 2005
WATER QUALIFY SECTION
Non -Discharge Compile -meat.

Noil-DISPHARGE•APPLIP4TION REPORT. Page , of_
• 001*youRRIGAticiN:FIELos.:. C
There.areppoleatiorISIO Per page. yte.tiOditional pages.as needed.
PERMIT NUN
WQ0003626
FACILITY Ni
?minas
Campbell Soup Supply Company
MONTH: April YEAR: • 2005
Robeson
.. (Volume Applied (gallons) x 0.1336. (cubic feet/gallon) x 12 (inehes/foop] / [Area Sprayed (acres) x 43.560 (smiare tee acr c)) ..
4Oriaii)Aitjat--64#04,00 •r, Daily Leading (inches)/ [Time Irrigated (minutes) / 60 (minutes/hour)] . ialst0ha/aelalg1:11,apptzat3 .• Sum of Daily Loadings (inches)
P.r.,..kr.....:7..,,' .....,.._‘'.-1:07,,Y
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2 Mdiztbf1OliUg,, I,, . sum of this month's Monthly Loading (Maims) and Previous I I mondfs Month Loadings (baba).
[Monthly Loading (inehes/mosith) / Nun of days in the month (daysknonth)] x 7 (days/wed9 '
•
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•
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-. ,•41,174ti:V4409.0-.,1
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- AREA SPRAYED (acres):• - --- 77334.54 ) . -
, -
- AREA•SPRAYED (acre)
. - ; COVER CROP: . rCoastal/Winter Rye _.-
COVER CROP. ,„.: •
' Permitted HOURLY Rate (inches): ' N/A.
Permitted HOURLY Rate (inches): .
... .. . .. - .. .-
CONDITIONS
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Daily Loading Total
12 Month Floating Total (inches)
111§.111.11
Average Weekly Loading (inches)
Veather Codes: C.clear, PC -partly cloudy, CI -cloudy, R-rain, Sit -Snow, -Si-sleet
Spray Irrigation Operator in Responsible Charge (ORC):
ORC Certification Number:
Mail ORIGINAL and TWO COPIES to:
Division of Water Quality.
1617 Mail Service Center
Attn: Information Processing Unit
RALEIGH, NC 27699
Donald Fleming Phone: [phone]
SI(141155)
(SIGNATURE OF OPERATOR IN RESPONSIB 1 ARGE)
BY THIS SIGMTFRAACERT1FY THAT THIS
ReeffitkVIMNOWLEDGE. •
3uN I 02 05
OVER OYU; \I StC1164
c.c171)iscliatoeConliaixtEni.
J
ORT IS ACCURATE AND COMPLETE
r.
r .
d L
JUN 6 2065
•
NDAR (2/98)
ici C.7:CE

NON DISCHARGE APPLICATION REPORT
SPRAY- IRRIGATION FIELDS
There are two application fields per page. Use additional pages as needed.
Page
PERMIT NUM . WQ0003626
FACILITY NI
xmulas
Campbell.Soup Supply Company
MONTH: March _ YEAR: 2005.
Robeson
latiirfl _ [Volume Applied (gallons) x 0. t336 (cubic feet/gallon) x • 12 (inches/foot)] / [Area Sprayed (acres) x 43.560 (square feet/acre))
' ' ,:° ' S 4+.-.fie ,1'"
Daily Loading (inches) / [Time Irrigated (minutes) / 60 (minutes/hour)], t r
= Sum othaily Loadings
Sum of this month's Monthly Loading (inches) and previous 11 month's Monthly Loadings (inches) •
- [Monthly Loading (inchs/month) / Number of days in the month (days/month)] x 7 (daysAveeh)
FIELD NUMBER: L1-
FIELD NUMBER:
?3
I 1y»
AREA SPRAYED (acres) I�334.5� ''- 'SPRAYED
. - ..
Lac AREA res)
s
. COVER CROP: rFescuelRxeJ.
COVER CROP:
. _'.-
Permitted HOURLY Rate inches):' • N/A ,-
Permitted HOURLY Rate (inches):
3 WEATHER CONDITIONS
Storage
Lagoon
'Freeboard
. Permitted• YEARLY Rate (inches): -' . C_3 :
-
Permitted" YEARLY Rate (inches):
i • '
r Weather
ry
Tanperature
at
application
Precipi-
' tation
• Volume
Applied.;
Time
.Irrigated
Max[numi
Hourly
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Daily.
.' Loading
-
Volume
• .• ADolied •
-- ,•
' Time
.. irrigated.
Maicillaltrl
Hourly
Loading'."
.. •,
Daily'
.. Loading
(°)•
inches
feet
gallons .r
minutes -
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•
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-_171333.00
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�. -%
.� -.�
...,.F:< VIr
A hf0;.
Daily Loading Total
4,.12
12 Month Floating Total (inches)
95.40
Average Weekly Loading (inches)
Neather Codes: C-clear, PC -partly cloudy, CI -cloudy, R-rain, Sn-snow, SI-sleet.
>pray Irrigation Operator in Responsible Charge (ORC): Donald Fleming
ORC Certification Number: St(141355)
Mail ORIGINAL and TWO COPIES to:
Division of Water Quality
1617 Mail Service Center
!Or:,
Attn: Information Processing Unit - te71.
RALEIGH, NC 27699
NDAR (2/98)
•
Phone: • (9fo) 8444631
(SIGNATURE OF OPERATOR IN RESPONSIBLEHARGE)
BY THIS SIGNATURE I CERTIFY THAT THIS REPORT IS ACCURATE AND COMPLETE
j' ''' g iTHEBEST OF MY KNOWLEDGE.•
4PR 2 '9 .2005
•`.:ail tiri

NON DISCHARGE APPLICATION REPORT
SPRAYIRRIGATION'FIELDS 1•
There are two applicatlon fields per page. Use additional pages as needed.
Page of
WQ0003626
Campbell Soup Supply Company
•rmulas
c =3ta8F= [Volume Applied (gallons) x 0.13.36 (cubic feet/gallonrx 12 (inches/foot)j/ [Area Spiayed (acres) x 41560 (squire icetiactcH
'.. #1Ni n-dg t'It{e1te6) Daily Loading (inches) / [Time Irrigated (minutes) / 60 (minutes/hour)] 6--- w>:,caga,'] = Sum of Daily Loadings (inches)
�.pF Tota1 ,sct j)r Sum of this month's Monthly Loading (inches) and previous 11 month's Monthly Loadings (inches)
Atxtage'�IV,^ElJ,'p_.g�,,urCh�$); _ [Monthly Loading (inches/month) / Number of days in the month (days/month)] x 7 (days/week)
MONTH:- February YEAR:
Robeson
- 2005.
D
A
T
E
PERMIT NUM
FACILITY Ni
WEATHE
R CONDITIONS
Weather
Code°
Temperature
at Precipi-
application Cation
(°F)
inches
Storage
Lagoon
Freeboard
feet
FIELD NUMBER:
EIJ
AREA:SPRAVED (acres): 3 43 .54�
COVER CROP:
. '( Fescue/Rye--" . .
Permitted HOURLY Rate (inches):.. ;N/A
Permitted YEARLY Rate (nches): C3-•-)
Volume . Applied
gallons
Time
Irrigated
minutes
Maximum
Hourly
Loading
inches
Daily
Loading
inches
ur35/52
z S>�375v49Vs00
FIELD NUMBER:
AREA SPRAYED (acres):
Volume
Applied
• gallons
COVER CROP:.:
Permitted HOURLY Rate (inches):
Permitted YEARLY Rate (inches):
• Tithe
Itrited
minutes
Maximum
Hourly Loading
inches
Daily
Loading
inches
t
:1-tie, ' e,.S `�.,
2
4
RAIN
CL
39 55
37�T4g.
38 52
0.10
35929130.00
,1�3222410 00
2474090.00
'.. r .30.1075.00
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F
0.01
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0.27
ure �y�Y
6
8
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16
18
0
WEEKEND
CL
PC
CL
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52•64
32 60
�93�51:
W E.E.K EN D
WEEK'
RAIN^.
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:48S 69
45.;70
.27• 53
W.E Ekt- 4,
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22 CL
53
0.2
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-ref. f.r_y
869496.00
72442600.00
3126190.00
'2T77000.00
2579970.00
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• 255921.00
�1.175040.00
• 3189840.00
j�a354689000
3594960.00
r `-3599390.00
'2188120:00
e237.iaisbc
1440
1440
1440
'1440
1440
1440
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0.28
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1034430:00
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3 �
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440
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0 4
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I
26
WEEKEND.
a27
rt
`E=:]
e137L4917.W 3, ;. -1
216248.00
��-�250280 00
1440
ti...,-•...1440
0.00
0.02
rt
28
PC
30 50
PC:
2659310.00
1440
0.01
0.29
4,4
t ie
12 Month Floating Total (inches)
Average Weekly Loading (inches
• Weather Codes: C-clear, PC -partly cloudy, Cl-cloudy, R-rain, Sn-snow, SI-sleet
Spray Irrigation Operator in Responsible Charge (ORC):
ORC Certification Number:
Mail ORIGINAL and TWO COPIES to:
Division of Water Quality
1617 Mail Service Center
Attn: Information Processing Unit
RALEIGH, NC 27699
Donald Fleming
St(14855)
Phone: [phone]
0
(SIGNATURE OF OPERATOR IN )
BY THIS SIGNATURE,RESPONSIBLE E
II CERTIFY THAT THIS REPORT ACCURAtf6`A1YDaCilPg%
TO THE BEST OF MY KNOWLEDGE.
WATER QUALITY SECT?JN
Nan -Discharge Cotioiiame Enf.
NDAR (2/98)

NON DISCHARGE APPLICATION REPORT .. Page of
PERMIT NUM
FACILITY Nl
SPRAY IRRIGATION FIELDS
There are two application fields per page. Use additional pages as needed.
WQ0003626
Campbell Soup Supply Company
,rmulas _
Daily goading (inches) •
Maximum Hourly Loading (inches)
:12 Meath; Floating Total (inches)
Average Weekly Loading (inches)
MONTH: January
dJ,o
YEAR:., _ 2005
Robeson
_ [Volume Appligd (gallons) x 0.1336 (cubic feet/gallon) x 12 (inches/foot)] / [Area Sprayed (acres) x 43.560 (square feet/acre)]
= Daily Loading (inches) / [Time Irrigated (minutes) / 60 (minutes/hour)] a (o ly` Loadtni, (inches) ` = Sum of Daily Loadings (inches)
= Sum of this month's Monthly Loading (inches) and previous 11 month's Monthly Loadings (inches)
= [Monthly Loading (inches/month) / Number of days is the month (days/month)] x 7 (days/week).
FIELD NUMBER: �a___,
FIELD NUMBER:
Note: Thew r co eithenditions and lagoon
freeboard are regwred to be completed on •
= pier' only- `'
- AREA SPRAYED (acres): ‘"-334:54 -
AREA 'SPRAYED (acres):
COVER CROP: Fescue/Rye )
COVER CROP:
Permitted HOURLY Rate (inches): N/A
Permitted HOURLY Rate (inches):
D
A
T
E
WEATHER CONDITIONS
t
Storage
Lagoon
Freeboard
Permitted YEARLY Rate (inches):w
_ Permitted YEARLY Rate (inches):
Weather_.
Code°
Temperature
" at
application
Precipi-
tation
Volume
'Applied
Time
Irrigated
Maximum
Hourly
Loading
Daily
Loading
-
Volume
Applied
Time
Irrigated
Maximum -
Hourly Loading
•
' Daily
Loading
(°F)
inches
feet
gallons
minutes
inches
inches
gallons,
minutes
inches
inches
1
WEEKEND
•
. '
.: •-157406.00
: ` : '1440
' 0.00'
' -0.02
.`
:...
2
WEEKEND
1113690.00
1440
0.01
0.12
. 3
C
55,.. 70
=
. 3530180.00
' , 1440
:: ,' 0.02
'0.39
4
C
59 72
' -
@ 3963880.00
i 1440
• 0.02
0.44
5
C .
57 .,75
•
1.3862530 00
-/ . r-- 1440
0.02
:. 0.42
6
PC
53 75
3701840.00
1440
0.02
0.41
7
C
56 74.
,3477100.00
.'.• .1440.:
' -0.02
' ''..,:•-0.38
8WEE1<END
,
377239.00
1440
0.00
0.04
9
WEEKEND
,
'1000660.00
. 1440
. 0.00
:' . _0.11
..' .
10
PC .
42 70
3498700.00
- 1440
0.02
' 0.38
,
11
PC
'42 68-
.:
1r3975130:00
f. 1440
_ . ..-•:0.02
0.44
•
12
PC
62 72
t. 3967310.00
i 1440
0.02
0.44
13
R :.
.66 76 '
' L1.5-'
i 3906400.00
!:. :1440
. < : 0.02
' :. 0.43
, .• ,
14
R
60 72
0.4
2671120.00
1440
0.01
0.29
15
WEEKEND
;:..
_
.: ' _
='=366946:00
' • 1440
;'; :: 0.00
' : .0.04
16
WEEKEND
1089990.00
1440
0.00
• 0.12
.
17
PC :,.
,'20 40 •
301339000
"- ' .1440
0.01
' ', ` 0.33
. ,
18
PC
15 33
3337590.00
1440
0.02
0.37
19
CL
16 :•36
:
'3165150.00
.: 1440
::, ° '0.01
'.: ' = 0.35
20
PC
28 57
-
3337640.00
1440
• 0.02
0.37
21
PC : .-
.•23 42
'
=1811550.00
-° ':.1440
0:01
.. ' : 0:20
'� '' � ,
- -
22
WEEKEND
. 286757.00
1440
0.00
0.03
- • -
23
WEEKEND':
: •1014830.00
; .1440
.: , , ..•-- 0.00
' _ `- 0.11
... ; .
24
PC
25 42
3341600.00
1440
0.02
0.37
25
PC -' '
:32, 50 .
'-:-
, ^
3238890.00
A -'. 1440
v. 0.01
`= 0.36
-..-
-
26
PC -
44 52
-
3274830.00
1440
- 0.02
0.36
'
27
PC - . ,
24 ;:50'
.
2750650.00
• =' 1440
' :' . • _ 0.01
: , .. • 0.30
; . :. ; . --
28
PC
24 46
-
2185310.00
1440
0.01
0.24
29
WEEKEND .
....
:,,:
26453100
•'':'1440
•. :0.00''._
-_0.03
30
WEEKEND
0.6
842405.00•
1440
0.00
0.09
31
PC 30 52
2956580.00
1440
0.01 0.33
:
::..
•,-. ...
8.30
12 Month Floating Total, (inches)
97.90
Average Weekly Loading (inches)
1.88
' Weather Codes:. C-clear, PC -partly cloudy, CI-cloudy,'R-rain, Sn-snow, SI-sleet
Spray Irrigation Operator in Responsible Charge (ORC):
ORC Certification Number:
a, .
Mail ORIGINAL and TWO COPIES to:
Division of Water Quality
1617 Mall Service Center , t1R 0 2
Attn: Information Processing U9gir
RALEIGH, NC 27699 A!,,Al '!:11 C,64/ j i.
r.
James David Wilson, Jr. Phone: [phone]
SI (26721) ,
GNATURE OF OPERATOR IN RESPONSIVE CHARGE)
BY THIS SIGNATURE, 1 CERTIFY THAT THIS REPORT IS ACCURATE AND COMPLETE
.2005 TO THE BEST OF MY KNOWLEDGE.
NDAR'(2/98)

aOF WATFRQ Michael F. Easley, Govemor
William G. Ross Jr., secretary
North Carolina Department or Environmenland Natural Resources
(] Alan W. Klimek, P.E. Director
Division of Water Quality
February 10, 2005
A.F. GEORGE— VICE PRESIDENT
CAMPBELL SOUP SUPPLY COMPANY, LLC
2120 NC Hwy 71 NORTH
MAXTON, NORTH CAROLINA 28364
Subject: Permit No. WQ0003626
Campbell Soup Company — Maxton
Plant & Silgan Can Company
Wastewater Treatment and Surface
Irrigation
Robeson County
Dear Mr. George:
In accordance with your permit modification request received January 20, 2005, and subsequent
additional information received January 24, 2005, we are forwarding herewith Permit No. WQ0003626,
dated February 10, 2005, to Campbell Soup Supply Company, LLC for the construction and continued
operation of the subject wastewater treatment and surface irrigation facilities.
This permit shall be effective from the date of issuance until May 31, 2009, shall void Permit No.
WQ0003626 issued June 11, 2004, and shall be subject to the conditions and limitations as specified
therein. Please pay particular attention to the monitoring requirements in this permit. Failure to establish
an adequate system for collecting and maintaining the required operational information will result in
future compliance problems.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the
right to request an adjudicatory hearing upon written request within thirty (30) days following receipt of
this permit. This request must be in the form of a written petition, conforming to Chapter 150E of the
North Carolina General Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service
Center, Raleigh, NC 27699-6714. Unless such demands are made this permit shall be final and binding.
One set of approved plans and specifications is being forwarded to you. If you need additional
information concerning this matter, please contact Nathaniel Thornburg at [phone].
Alan W. Klimek, P
cc: Robeson County Health Department
Fayetteville Regional Office, Aquifer Protection Section
Ray S. Taylor, PE-- O'Brien & Gere Engineers
APS Central Files
`1 AU Files
No 1hCarolins
Naturally
Aquifer Protection Section 1636 Mail Service Center Raleigh, NC 27699-1036 Phone [phone] Customer Service
Internet: h2o.enr.state.nc.us 2728 Capital Boulevard Raleigh, NC 27604 FAX [phone]M 1-877-623-6748
An Equal OpportunilylAffinnative Action Employer— 50%. Recycled/10% Post Consumer Paper

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
RALEIGH
SURFACE IRRIGATION SYSTEM PERMIT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as
amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Campbell Soup Supply Company, LLC
Robeson County
FOR THE
construction and operation of a surface irrigation treatment and disposal facility consisting of
approximately 54 acres divided into eleven (1I) separate irrigation zones and all associated piping,
valves, controls and appurtenances, and the
continued operation of a 4.0 million gallon per day (MGD) surface irrigation treatment and disposal
facility consisting of a Parshall flume with a flow recorder/totalizer, a mechanical bar screen, a lime slurry
system for pH and odor control, six (6) 800 gallon per minute (GPM) influent pumps, one (1) 4 foot 1,064
GPM rotary screen, three (3) 6 foot 1,700 GPM rotary screens, a 217,000 gallon dissolved air flotation
unit with a 1,471 GPM recycle pump, an air -saturation tank with a 30 cubic feet per minute (CFM)
compressor, a 200 GPM grit pump, a 20 GPM scum/grease rotary positive displacement pump, a 200
GPM sludge cyclone and 50 CFD classifier, a 23,000 gallon clearwell with six (6) 800 GPM pumps, a
spray irrigation pump station with six (6) 800 GPM pumps and a high-water alarm, six (6) programmable -
controller spray irrigation center -pivot systems and one (1) solid -set irrigation system, approximately 334
acres of irrigation fields, an emergency standby 8.6-acre land application row and furrow system for use
during power outages or during inclement weather only as necessary to prevent a discharge from the
remaining irrigation fields, and all associated piping, valves, controls, monitoring and sampling
equipment, and appurtenances to serve the Campbell Soup's Maxton Plant and Silgan Can Company,
with no discharge of wastes to the surface waters, pursuant to the application received January 20, 2005,
and subsequent additional information received by the Division, and in conformity with the project plan,
specifications, and other supporting data subsequently filed and approved by the Department of
Environment and Natural Resources and considered a part of this permit.
This permit shall be effective from the date of issuance until May 31, 2009, shall void Permit No.
WQ0003626 issued June 11, 2004, and shall be subject to the following specified conditions and
limitations:

1. PERFORMANCE STANDARDS
Upon completion of construction and prior to operation of this permitted facility, a certification must
be received from a professional engineer certifying that the permitted facility has been installed in
accordance with this permit, the approved plans and specifications, and other supporting materials. If
this project is to be completed in phases and partially certified, you shall retain the responsibility_ to
track further construction approved under the same ermit and shall provide a final certificate of
completion once the entire project has been completed. Mail the Certification to the Land
Application Unit, Division of Water Quality, 1636 Mail Service Center, Raleigh, NC 27699-1636.
2, The Fayetteville Regional Office, telephone number [phone], shall be notified at least forty-
eight (48) hours in advance of operation of the installed facilities so that an in -place inspection can be
made. Such notification to the regional supervisor shall be made during the normal office hours from
8:00 a.m. until 5.00 p.m. on Monday through Friday, excluding State Holidays.
3. The surface irrigation facilities shall be effectively maintained and operated at all times so that there
is no discharge to the surface waters, nor any contamination of ground waters, which will render them
unsatisfactory for normal use. In the event that the facilities fail to perform satisfactorily, including
the creation of nuisance conditions or failure of the irrigation area to adequately assimilate the
wastewater, the Permittee shall take immediate corrective actions including those actions that may be
required by the Division of Water Quality, such as the construction of additional or replacement
wastewater treatment and disposal facilities.
4. The issuance of this permit shall not relieve the Penmittee of the responsibility for damages to surface
or groundwaters resulting from the operation of this facility.
5. The residuals generated from these treatment facilities must be disposed in accordance with General
Statute 143-215.1 and in a manner approved by the Division.
6. Diversion or bypassing of the untreated wastewater from the treatment facilities is prohibited.
7. The following buffers shall be maintained:
a) 400 feet between wetted area and any residence or places of public assembly under separate
ownership,
b) 150 feet between wetted area and property lines,
c) 100 feet between wetted area and wells,
d) 100 feet between wetted area and drainage ways or surface water bodies,
e) 50 feet between wetted area and public right of ways,
f) 100 feet between treatment/storage units and any wells, and
g) 50 feet between treatment units and property Iines.
Some of the buffers specified above may not have been included in previous permits for this waste
treatment and disposal system. These buffers are not intended to prohibit or prevent modifications,
which are required by the Division, to improve performance of the existing treatment facility. These
buffers do, however, apply to modifications of the treatment and disposal facilities that are for the
purpose of increasing the flow that is tributary to the facility. These buffers do apply to any
expansion or modification of the irrigation areas and apply in instances in which the sale of property
would cause any of the buffers now complied with, for the treatment and disposal facilities, to be
violated. The applicant is advised that any modifications to the existing facilities will require a permit
modification.
2

II. OPERATION AND MAINTENANCE REQUIREMENTS
L The facilities shall be properly maintained and operated at all times.
2. Upon classification of the wastewater treatment and irrigation facilities by the Water Pollution
Control System Operators Certification Commission (WPCSOCQ, the Permittee shall designate and
employ a certified operator to be in responsible charge (ORC) and one or more certified operator(s) to
be back-up ORC(s) of the facilities in accordance with 15A NCAC 8G .0201. The ORC shall visit
the facilities in accordance with 15A NCAC SG .0204 or as specified in this permit and shall comply
with all other conditions specified in these rules.
Inclement weather shall not affect the spray irrigation of wastewater unless the ground is in a
condition that will cause runoff on Fields A, C, D, E, F, G, H, I and J. During such events, all
wastewater shall be diverted to Field B until the remaining fields are suitable for irrigation. If an upset
condition occurs in Field B, resulting in an overflow or discharge of wastewater, the Perahittee shall
contact the Division. The Permittee shall also conduct a study to determine how and why this upset
condition occurred, and shall take the necessary steps to ensure that future problems do not arise. The
study and its recommendations shall• be submitted to both the Regional and Central Offices upon
completion.
4. The application, instantaneous and PAN loading rates shall not exceed the following:
Field - Zone
Area
(acres)
Annual Loading Rate
(in/yr)
Instantaneous Loading Rate
(as limited by design)
(in/hr)
Calculated annual
PAN Loading Rate
(lbs/acre)
A
83.35
156
n/a
350
B
8.60
156
n/a
350
C
58.42
156
n/a
350
D
35.34
156
n/a
350
E
54.59
156
n/a
350
F
39.49
156
n/a
350
G
33.35
156
n/a
350
H
62.38
156
n/a
350
I
30.0
156
n/a
350
J-1
4.80
91
0.5
220
J-2
4.81
91
0.5
220
J-3
4.44 1
91
0.5
220
J-4
3.71
91
0,5
220
J-5
6.26
91
0.5
220
J-6
5.52
91
0.5
220
J-7
5.37
91
0.5
220
J-8
4.78
51
0.5
220
J-9
5.75
51
0.5
220
J-10
4.88
91
0.5
220
J-1 I
3.64
51
0.5
220
Total
3

5. A suitable year round vegetative cover shall be maintained.
6. Adequate measures shall be taken to prevent wastewater runoff from the irrigation field.
7. The facilities shall be effectively maintained and operated as a non -discharge system to prevent the
discharge of any wastewater resulting from the operation of this facility.
8. No type of wastewater other than that from the Maxton Plant and Silgan Can Company shall be
irrigated onto the irrigation area.
9. No traffic or equipment shall be allowed on the disposal area except while installation occurs or while
normal maintenance is being performed.
10. Public access to the land application sites shall be controlled during active site use. Such controls
;nay include the posting of signs showing the activities being conducted at each site.
III. MONITORING AND REPORTING REQUIREMENTS
1. Any monitoring (including groundwater, surface water, soil or plant tissue analyses) deemed
necessary by the Division to insure surface and ground water protection will be established and an
acceptable sampling reporting schedule shall be followed.
2. Influent flow shall be continuously monitored and daily flow values shall be reported on Form
NDMR.
The Permittee shall install an appropriate flow measurement device consistent with approved
engineering and scientific practices to ensure the accuracy and reliability of influent flow
measurement. Flow measurement devices selected shall be capable of measuring flows with a
maximum deviation of less than 10 percent from true flow, accurately calibrated at a minimum of
once per year, and maintained to ensure that the accuracy of the measurements is consistent with the
accepted capability of that type of device. The Permittee shall' keep records of flow measurement
device calibration on file for a period of at least three years. At a minimum, data to be included in
this documentation shall be:
a. Date of flow measurement device calibration
b. Name of person performing calibration
c. Percent from true flow
3. The effluent from the subject facilities shall be monitored by the Permittee at a point prior to
irrigation every month for the following parameters:
NH3 as N
NO2-NO;
Nickel
BOD5
TKN
Total Phosphorous
TSS
Sodium
Magnesium
pH
Calcium
Cadmium
Flow (GPD)
Copper
Zinc
Sodium Adsorption Ratio by Calculation
Plant Available Nitrogen by Calculation
4

4. The Permittee tracking the amount of wastewater disposed shall maintain adequate records. These
records shall include, but are not necessarily limited to, the following information:
a. Date of irrigation,
b. Volume of wastewater irrigated,
c. Field irrigated,
d. Length of time field is irrigated,
e. Continuous weekly, monthly, and year-to-date hydraulic (inches/acre) loadings for each field,
f. Weather conditions, and
g. Maintenance of cover crops:
5. An agricultural expert or licensed agronomist shall submit an annual report to the Division, and shall
include at a minimum:
a. Total volume of effluent applied to each field;
b. Types and quantities of nutrient additives applied to each field;
c. Overall evaluation of each field;
d. Annual maintenance and management practices that have been performed (i.e., weed control,
surface aeration, deep aeration, crop removal and final destination, plant tissue analysis of hay
crop, evaluation of soil test, actual PAN application (acre/yr) and equipment repair.
6. Three (3) copies of all monitoring data [as specified in Conditions III(2) and III(3)] on Fon-DNDMR-
I and three (3) copies of all operation and disposal records [as specified in Condition III(4)] on Form
NDAR-1 shall be submitted on or before the last day of the following month. All information shall
be submitted to the following address:
NC Division of Water Quality
Information Processing Unit
1617 Mail Service Center
Raleigh, North Carolina 27699-1.61.7
7. An annual representative soils analysis (Standard Soil Fertility Analysis) shall be conducted on each
irrigation field and the results maintained on file by the Permittee for a minimum of five years. The
Standard Soil Fertility Analysis shall include, but is not necessarily limited to, the following
parameters:
Acidity
Manganese
Potassium
Calcium
Percent Humic Matter
Sodium
Copper
pH
Zinc
Magnesium
Base Saturation (by calculation)
Phosphorus
Cation Exchange Capacity
Exchangeable Sodium Percentage

8. Noncompliance Notification:
The Permittee shall report by telephone to the Fayetteville Regional Office, telephone number (910)
486-1541, as soon as possible, but in no case more than 24 hours or on the next working day
following the occurrence or first knowledge of the occurrence of any of the following:
a. Any occurrence at the wastewater treatment facility which results in the treatment of significant
amounts of wastes which are abnormal in quantity or characteristic, such as the dumping of the
contents of a sludge digester; the known passage of a slug of hazardous substance through the
facility; or any other unusual circumstances.
b. Any process unit failure, due to known or unknown reasons, that render the facility incapable of
adequate wastewater treatment such as mechanical or electrical failures of pumps, aerators,
compressors, etc.
c. Any failure of a pumping station, sewer line, or treatment facility resulting in a by-pass directly to
receiving waters without treatment of all or any portion of the influent to such station or facility.
d. Any time that self -monitoring information indicates that the facility has gone out of compliance
with its permit limitations.
Occurrences outside normal business hours may also be reported to the Division's Emergency
Response personnel at telephone number [phone], [phone], or [phone].
Persons reporting such occurrences by telephone shall also file a written report in letter form within
five (5) days following first knowledge of the occurrence. This report must outline the actions taken
or proposed to be taken to ensure that the problem does not recur.
1V. GROUNDWATER RE UIREMENTS
1. Well Construction / Abandonment Criteria:
a. Within ninety (90) days of permit issuance, two (2) monitor wells designated as MW-11 and
MW-12 shall be installed in the vicinity of Irrigation Field "7" to monitor groundwater quality.
The wells shall be constructed such that the water level in the well is never above or below the
screened (open) portion of the well at any time during the year. The general location and name
for each well is marked on Figure 1. Each monitoring well shall be located at the Review
boundary, constructed in accordance with this permit, and approved by the Fayetteville Regional
Office.
b. A North Carolina Certified Well Contractor, the property owner, or the property lessee according
to General Statutes 87-98.4(b) (2) must construct the well(s). If the construction is not performed
by a certified well contractor, the property owner or lessee must physically perform the actual
well construction activities, and the well(s) must be constructed according to the North Carolina
Well Construction Standards (15A NCAC 2C .0108) and the local county rules.
c. The Fayetteville Regional Office, telephone number [phone], shall be notified at least
forty-eight (48) hours prior to the construction of any monitoring well so that an inspection can be
made of the monitoring well location. Such notification to the regional groundwater supervisor
shall be made during the normal office hours from 8:00 a.m. until 5:00 p.m. on Monday through
Friday, excluding state holidays.
d. Within thirty (30) days of completion of all well construction activities, a certification must be
received from a professional engineer or a licensed geologist certifying that the monitoring wells
are located according to this permit.

2_ Sampling Criteria:.
a. The new monitor wells designated as MW-11 and MW-12 (depicted on Figure 1) shall be
sampled initially after construction and thereafter every March, July, and November for the
parameters listed below. Existing monitor wells MW-1, MW-2, MW-3, MW-4, MW-5, MW-6,
MW-8 and MW-9 shall be sampled every March, July, and November for the parameters listed
below. Prior to sampling the parameters, the measurement of water levels must be taken. The
depth to water in each well shall be measured from the surveyed point on the top of the casing.
The measuring points (top of well casing) of all monitoring wells shall be surveyed relative to a
common datum.
Water Level
Chloride
Total Organic Carbon (TOC)
Nitrate (NO3-N)
Total Phosphorus
Total Ammonia Nitrogen (NH3-N)
pH
Total Dissolved Solids (TDS)
b. For Total Organic Carbon (TOC), if concentrations greater than 10 mg/l are detected in any
down -gradient monitoring well, additional sampling and analysis must be conducted to
identify the individual constituents comprising this TOC concentration. If the TOC
concentration as treasured in the background monitor well exceeds 10 ing/l, this
concentration will be taken to represent the naturally occurring TOC concentration. Any
exceedances of this naturally occurring TOC concentration in the down -gradient wells shall
be subject to the additional sampling and analysis as described above.
3. Reporting / Documentation:
a. All reports and documentation (GW-1, GW-30, GW-59) shall be mailed to the following address:
Aquifer Protection Section
Permits and Compliance Unit
1617 Mail Service Center
Raleigh, NC 27699-1636
Updated blank forms (GW-1, GW-30, GW-59) may be downloaded at the following website
httpR////gw.ehnr_state.nc.us/ or requested from the address mentioned above.
b. For the initial sampling of the welI(s), the permittee shall submit a copy of the GW-1 Form (Well
Construction Record) with the Compliance Monitoring Form (GW-59) for each well to the
address listed in the "Reporting / Documentation" section of the Groundwater Requirements.
Initial Compliance Monitoring Forms that do not include copies of the GW-1 form may be
returned to the permittee without being processed. Failure to submit these forms as required by
this permit may result in the initiation of enforcement activities pursuant to NC General Statutes
143-215.6A.
c. The results of the sampling and analysis must be received on Form GW-59 (Groundwater Quality
Monitoring: Compliance Report Form) by the Aquifer Protection Section (address listed in the
"Reporting / Documentation" section of the Groundwater Requirements), on or before the last
working day of the month following the sampling month. The data of all groundwater sampling
analyses required by the permit conditions must be reported using the most recent GW-59 form
along with attached copies of the laboratory analyses.

d. Within sixty (60) days of completion of [the / all] monitoring well(s), the permittee shall submit
two original copies of a scaled site map (scale no greater than 1"=100); however, special
provisions may be granted upon prior approval for large properties. The map(s) must include the
following information:
1) The location and identity of each monitoring well.
2) The location of major components of the waste disposal system.
3) The location of property boundaries within 500 feet of the disposal area(s).
4) The latitude and longitude of the established horizontal control monument.
5) The elevation of the top of the well casing (which shall be known as the "measuring point")
relative to a common datum.
6) The depth of water below the measuring point at the time the measuring point is established.
7) The location of Review and Compliance boundaries.
8) The date the map is prepared and/or revised.
Control monuments shall be installed in such a manner and made of such materials that the
monument will not be destroyed due to activities that may take place on the property. Maps and
any supporting documentation shall be sent to the Aquifer Protection Section as addressed in the
"Reporting / Documentation" above.
The permittee is responsible for the geographic accuracy of any snap submitted, however
produced.
4. Vertical Separation Requirements:
Industrial waste shall not be applied or discharged onto or below the land surface when the vertical
separation between the waste and the seasonal high water table is at less than three (3) feet, unless the
Permittee has demonstrated to the Director or his delegate, by using predictive calculations or
modeling methods acceptable to the Director or his delegate, that such placement will not result in the
contravention of classified groundwater standards.
5. Applicable Boundaries:
a. The COMPLIANCE BOUNDARY for the disposal system is specified by regulations in 15A
NCAC 2L, Groundwater Classifications and Standards. The Compliance Boundary is for the
disposal system individually permitted prior to December 31, 1983 consisting of Fields A, B, C,
D, and E is established at either 500 feet from the waste disposal area, or at the property
boundary, whichever is closest to the waste: disposal area. An exceedance of Groundwater
Quality Standards at or beyond the Compliance Boundary is subject to remediation action
according to 15A MCAC 2L .0106(d)(2).
b. The COMPLIANCE BOUNDARY for the disposal system is specified by regulations in 15A
NCAC 2L, Groundwater Classifications and Standards. The Compliance Boundary is for the
disposal system individually permitted after December 31, 1983 consisting of Fields F, 0, I and J
is established at either 250 feet from the waste disposal area, or 50 feet within the property
boundary, whichever is closest to the waste disposal area. An exceedance of Groundwater
Quality Standards at or beyond the Compliance Boundary is subject to remediation action
according to 15A MCAC 2L .0106(d)(2).
c. The REVIEW BOUNDARY is established around the disposal systems midway between the
Compliance Boundary and the perimeter of the waste disposal area. Any exceedance of standards
at the Review Boundary shall require action in accordance with 15A NCAC 2L .0106(d)(1).

V. INSPECTIONS
1. Adequate inspection, maintenance, and cleaning shall be provided by the Permittee to insure proper
operation of the subject facilities.
2. The Permittee or his designee shal I inspect the wastewater treatment and disposal facilities weekly to
prevent malfunctions and deterioration, operator errors and discharges which may cause or lead to the
release of wastes to the environment, a threat to human health, or a nuisance. The Permittee shall
keep an inspection log or summary including at least the date and time of inspection, observations
made, and any maintenance, repairs, or corrective actions taken by the Permittee. This log of
inspections shall be maintained by the Permittee for a period of three years from the date of the
inspection and shall be trade available upon request to the Division or other permitting authority.
3. Any duly authorized officer, employee, or representative of the Division may, upon presentation of
credentials, enter and inspect any property, premises or place on or related to the disposal site or
facility at any reasonable time for the purpose of determining compliance with this permit; may
inspect or copy any records that must be maintained under the terms and conditions of this permit,
and may obtain samples of groundwater, surface water, or leachate.
VI. GENERAL CONDITIONS
This permit shall become voidable unless the facilities are constructed in accordance with the
conditions of this permit, the approved plans and specifications, and other supporting data.
2. This permit is effective only with respect to the nature and volume of wastes described in the
application and other supporting data.
3. This permit is not transferable. In the event there is a desire for the facilities to change ownership, or
there is a name change of the Permittee, a formal permit request must be submitted to the Division
accompanied by an application fee, documentation from the parties involved, and other supporting
materials as may be appropriate. The approval of this request will be considered on its merits and
may or may not be approved.
4. Failure to abide by the conditions and limitations contained in this permit may subject the Permittee
to an enforcement action by the Division in accordance with North Carolina General Statute 143-
215.6A to 143-215.6C.
5. The issuance of this permit does not exempt the Permittee from complying with any and all statutes,
rules, regulations, or ordinances which may be imposed by other government agencies (local, state,
and federal) which have jurisdiction, including but not limited to applicable river buffer rules in 15A
NCAC 2B..0200, erosion and sedimentation control requirements in 15A NCAC Chapter 4 and under
the Division's General Permit NCGO10000, and any requirements pertaining to wetlands under 15A
NCAC 2B .0200 and 2H .0500.
6. The Permittee shall retain a set of approved plans and specifications for the life of the project.
7. The Permittee must pay the annual administering and compliance fee within thirty (30) days after
being billed by the Division. Failure to pay the fee accordingly may cause the Division to initiate
action to revoke this permit as specified by 15A NCAC 211.0205 (c)(4).
S. The Permittee, at least six (6) months prior to the expiration of this permit, shall request its extension.
Upon receipt of the request, the Commission will review the adequacy of the facilities described
therein, and if warranted, will extend the permit for such period of time and under such conditions
and limitations as it may deem appropriate.

9. The subject wastewater treatment and disposal facilities shall be connected to an operational publicly
owned wastewater collection system within 180 days of its availability to the subject facilities, if the
subject wastewater treatment or disposal facilities are in noncompliance with the terms and conditions
of this non -discharge permit or the governing statutes or regulations. Prior to the initiation of these
connection activities, appropriate approval must be received froth this Division.
Permit issued this the loth day of February, 2005
NORTH CA LINA ENYARPNMENTAL MANAGEMENT COMMISSION
Alan W. Klimek, P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0003626
10

Permit No. WQ0003626
February 10, 2005
ENGINE,ER'S CERTIFICATION
Partial Final
I, , as a duly registered Professional Engineer in the State
of North Carolina, having been authorized to observe (periodically, weekly, full time) the construction of
the project,
Project Name
Location and County
for the Permittee hereby state that, to the best of my abilities, due care and diligence was used in the
observation of the construction such that the construction was observed to be built within substantial
compliance and intent of this permit, the approved plans and specifications, and other supporting
materials.
Signature
Date
Registration No.
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JANUARY, 2005
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NON DISCHARGE APPLICATION REPORT
SPRAY IRRIGATION FIELDS
There are two application fields per page. Use additional pages as needed.
Page of
PERMIT NUM
FACILITY NI
,rmulas
Daily Loading (inches)'
Maximum Hourly Loading (inches)
12 Month Floating Total (inches)
Average Weekly Loading (inches)
WQ0003626
Campbell Soup Supply Company
MONTH: December
YEAR: 2004
Robeson
_ [Volume Applied (gallons) x 0.1336 (cubic feet/gallon) x 12 (inches/foot)] / [Area Sprayed (acres) x 43,560 (square feet/acre)]
= Daily Loading (inches) / (Time Irrigated (minutes) / 60 (minutes'hour)] Monthl Loadin inches = Sum of Dail Loading
s g (inches), Y (inches)
= Sum of this month's Monthly Loading (inches) and previous 11 month's Monthly Loadings (inches) •
_ [Monthly Loading (inches/month) / Number of days in the month (days/month)] x 7 (days/week)
•
Note: The weather conditions and lagoon
freeboard are required to be completed on
' page I only. . - -
FIELD NUMBER: J I ,
FIELD NUMBER:
AREA SPRAYED (acres): 4.544)
AREA SPRAYED (acres):
ll
COVER CROP: I Fescue/Rye 1
COVER CROP:
Permitted HOURLY Rate (inches): N/A
Permitted HOURLY Rate (inches):
D
A
E
WEATHER CONDITIONS
Permitted YEARLY Rate (inches): f3'1
Permitted YEARLY Rate (inches):
Weather
Code•
Temperature
at
application
Precipi-
tation
Storage
Lagoon
Freeboard
Volume
Applied
Time
Irrigated
MaximumT
Hourly
Loading
mow -
Daily
Loading
Volume
Applied
Time
Irrigated
Maximum
Hourly Loading
inches
Daily
Loading
inches
(°F)
inches
feet
gallons
minutes
inches
inches
gallons
minutes
1
R
70 80
3760580.00
1440
0.02
'0.41
2
R
62 82
3266030.00
1440
0.01
0.36
3
PC
54 85
3762470.00
1440
0.02
0.41
4
C
42 75
3420160.00
1440
0.02
0.38
5
R
41 -76
3704190.00
1440
0.02
+, 0.41
6
C
42 68
3267660.00
1440
0.01
0.36
- 7
C
45 64
3433050.00
1440
0a)2
1 0.38
8
C
43 70
b978470.00)
1440
0.02
0.44
9
C
35 66
3516070.00
1440
0.02
0.39
10
PC
33 65
3558200.00
1440
0.02
0.39
11
CL
43 64
2952040.00
1440
0.01
0.32
12
R
35 64
3263550.00
1440
0.01
0.36
13
R
33 66
[394562000
) 1440
0.02
0.43
14
R
29 55
3535880.00
'1440
0.02
0.39
15
R
30 60
4091810.00
] 1440
0.02
0.45
16
PC
35 65
!4292220.00
1440
0.02
0.47
17
C
45 64
.
4281410.00
1440
0.02
0.47
18
C
,46 62
, (3955000.00)
1440
0.02
0.44
19
C
49 62
3651880.00
1440
0.02
0.40
20
C
52 67
4269600.00
1440
0.02
0.47
21
R
50 65
3236580.00
1440
' 0.0'1
0.36
22
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57 67
1782060.00
1440
0.01
0.20
•
23
H O' L I D A Y.
'418601.00
,1440
0.00
0.05
24
HOLIDAY
393201.00
1440
0.00
0.04
25
HOLIDAY
365537.00
1440
0.00
0.04
26
HOLIDAY
1198650.00
1440
0.01
• 0.13
27
0700 .
- 1440
44122480.00
+ • 1440
0.02
0.45
28
0700
1440
`3874210.00
1440
0.02
0.43
29
0700
'1440
i4172600.00
1440
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0.46
"
30
0700
1440
2946050.00
1440
0.01
0'd2
31
HOLIDAY
209546.00
10.61
V
95.68
• 12 Month Floating Total (inches)
-
Average Weekly Loading (inches)
1.84
Weather Codes: C-clear, PC -partly cloudy, CI -cloudy; R-rain, Sn-snow, SI-sleet
Spray Irrigation Operator in Responsible Charge (ORC):
ORC Certification Number:
Mail ORIGINAL and TWO COPIES to:
Division of Water Quality
1617 Mail Service Center
Attn: Information Processing Unit JAM
RALEIGH, NC 27699
!OO5
VVI-ITERQUALITY SECTION
Non -Discharge Comp/lace nce En?.
Donald Fleming
SI (14855)
Phone: [phone]
y
Y 1 L1SIGNATURE OF OPERATOR IN RESPONSIBLE CHA
BY THIS SIGNATURE, I CERTIFY THAT THIS REPOR ACCURATE AND COMPLETE
TO THE BEST OF MY KNOWLEDGE.
F, e_
NDAR (2/98)

NON P15,CHARGE APPLICATION REPORT rgO
SPRAY.IRkIGATION FIELDS
•
Thera are two application fields per page. Use additional pages as needed.
Page of
PERMIT NUM WQ0003626
FACILITY Ni Campbell Soup Supply Company
rmulag
Maximum�oudyAI
FlOttngAlFltitcheg
WcckrLiading (inches)
MONTH: November YEAR: 2004
Robeson
= [Volume Applied (gallons) x 0.1336 (cubic feet/gallon) x 12 (inches/foot)] [Area Sprayed (acres) x 43,560 (square feet/acre))
= Daily Loading (inches) / [Time Irrigated (minutes) / 60 (minutes/hour)]
= Sum Of Daily Loadings (inches) .
= Sum of this month's Monthly Loading (filches) and previous 11 month's Monthly Loadinp (inches).
= (Monthly Loading (inches/month) / Number of days in the month (days/month)] x 7 (days/week) . •
ti niteU
• FIELD NUMBER: I -ri 2
FIELDNUMBER:
7-.0irtigrlo
ffttinggVeiiii4',''
AREA SPRAYED (acres):r• - - ( 334.54)• . -
AREA SPRAYED (acres): -
14.0
If ',
- - .
COVER CROP: i Fescue/Ry-e--) ,
COVER CROP:. - • ,
..
' , Permitted HOURLY Rate (inches): N/A
'Pernilited HOURLY Rate (inches):
D
A
T
E
WEATHER
CONDITIONS .
Storage
Lagoon
Freeboard
,. , Permitted YEARLY Rate (inches): 173 -.). . ,
- Permitted YEARLY Rate (inches):
Weather
code*
Temperature
at
application
'
Precipi-
ration
Volume
• Applied
.'
Time
Irrigated
Maximum
Hourly ..
. Loading
Daily.
. Loading
.
Volume
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Time ,
Irrigated
Maximum
Hourly Loading
. inches
: -
,, Daily
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inches
.(°F)
inches
feet
gallons
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inches .
, inches
gallons .
.
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Weather Codes: C,clear, PC -partly cloudy, Cl-cloudy, R-rain, Sn-snow, SI-sleet
Spray Irrigation Operator in Responsible Charge (ORC):
ORC Certification Number:
Mail ORIGINAL and TWO COPIES to:
Division of Water Quality
1617 Mail Service Center.
Attn: Information Processing Unit
RALEIGH, NC 27699
EC
Donald Fleming
SI (14855)
F.
1
Phone: [phone]
(SIGNATURE OF OPERATOR IN RESPONS CHARG
E v7VMS-SIGNATURE, I CERTIFY THAT THIS REPORT
TO THEDEST OF MY KNOWLEDGE.
JLL 2 2 2004
ACCURPL
JAN 0 5 2005
NOAR (2/98)
WATER QUALITY SECT;ON
,on-DiscliargetionviluceEp
OENR - FAYETTEVILLE REGIONAL OFFICE

NON DISCHARGE APPLICATION'REPORT
SPRAY IRRIGATION FIELDS
There are two application fields per page. Use additional pages as needed.
Page of .
rmulas
PERMIT NUM • WQ0003626
MONTH: October • YEAR: . 2004
FACILITY NI Campbell Soup Supply Company. Robesori.
Daily Loading (inches) = [Volume Applied (gallons) x 0.1336 (cubic feet/gallon) x 12 (incherifoot)] [Area Sprayed (acres) x 43,560 (square feet/acre)]
Maximum Hourly Loading(inches) = Daily Loading (inches)./ [Time Irrigated (minutes) / 60 (minutes/hour)] Monthly Loading (inches) Sum of Daily Loadings (inches)
12 Month Roating Total (inches) = Sum of this month's Monthly Loading (inches) and previous I I month's MonthlyLoadings (inches)
Average Weekly Loading (inches) = [Monthly Loading (inches/Month) / Number of days in the month (days/month)] x 7 (days/week)
Note The weather conditions and lagoon
freeboard are required to be completed on :
' • - - onee I only.. • ... , •
FIELD NUMBER: - FT )
. FIELD NUMBER: .
AREA SPRAYED (acres): • • . (' 334.54J . •
-
AREA SPRAYED (acres):
COVER CROP: ' ( -Fescue/Rye ) '
COVER CROP:
Permitted HOURLY Rate (inches)... . N/A .
Pennitted HOURLY Rate (inches):
D
A
T
E
WEATHERCONDITIONS
Storage
Lagoon
Freeboard
- Permitted YEARLY Rate (inches): f 3 )
Permitted YEARLY
Rate (inches):..
Maximum
Hourly Loading__
' inches
Daily ,
Loading
inches
Weather
Code*
Temperature
at
application
Precipi•
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Time
Irrigated
Maximum
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. Loading
Daily
Loading
.
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Time
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(°F)
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minutes
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minutes
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Average Weekly Loading (inches)
*Weather Codes: C-dear, PC -partly cloudy, Cl-cloudy, R-rain, Sn-snow, SI-sleet
Spray Irrigation Operator in Responsible Charge (ORC):
ORC Certification Number:
Mail ORIGINAL and TWO COPIES to:
ATTN: Non -Discharge Compliance Unit
DENR
Division of Water Qua*
1617 Mail Service Center
RALEIGH, NC 27699-1617 NOV 0
Donald Fleming
SI (14855) .
•-.-
1::
. 4 t
t....0 (SIGNATURE OF OPERATOR IN RESPONSIBLE A GE)
BY THIS SIGNATURE, I CERTIFY THAT THIS REP T IS ACCLIRATEANDCOMPLE
i 4 TO THE BEST OF MY KNOWLEDGE.
11 fl
q
Phone: [phone]
NDAR (2/98)

NON DISCHARGE APPLICATION REPORT
SPRAY IRRIGATION FIELDS
There are two application fields per page. Use additional pages as needed.
Page of
,rmulas
PERMIT NUM.
FACILITY NI
7tipg i'u
erage SVeekly Loa4ing (niches
WQ0003626
Campbell Soup Supply Company
MONTH: September YEAR: - 2004
Robeson
_ [Volume Applied (gallons) x 0.1336 (cubic feet/gallon) x 12 (inches/foot)] / [Area Sprayed (acres) x 43.560 (square feet/acre)]
= Daily Loading (inches) / [Time irrigated (minutes) / 60 (minutes/hour)] [ '
IvionlhlyLoadtng(niches)', = Sum ofDaily Loadings (inches)
= Sum of this month's Monthly Loading (inches) and previous 11 month's Monthly Loadings (inches)
[Monthly Loading (inches/month) / Number of days in the month (days/month)] x 7 (days/week)
h.
Note Theneathea'condtnonsandlagooq
freebatd�are requited to be completed on �:'
+: '�.. ......•r",paae.l.only `. _,,t
•- FIELD NUMBER: (. t )
FIELD NUMBER: -
AREA SPRAYED (acres):. [ )334:54 )
AREA SPRAYED (acres): •
COVER CROP: �r8emtuda
COVER CROP: '
, Permitted HOURLY Rate (inches): . N/A
. Permitted HOURLY Rate (inches):
D
A
T
E'
WEATHER CONDITIONS
'Permitted YEARLY Rate ( inches): {T3 f
- _
Permitted YEARLY Rate (inches):
Weather
Code
Temperature
at
application
Precipi-
tation
Storage
Lagoon
Freeboard
Voluine
Applied--
Time
Irrigated '
Maximum
Hourly
Loading
Daily
' Loading
Volume.
Applied
Time
Irrigated.
Maximum
Hourly Loading
inches
Daily '
- Loading
inches
(F7
inches
gallons
minutes
inches
inches
gallons
minutes
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Average Weekly Loading (inches)
1.76
odes: C-clear, PC -partly cloudy, CI -cloudy, R-rain, Sn-snow, SI-sleet
Spray Irrigation Operator in Responsible Charge (ORC):
ORC Certification Number:
Mail ORIGINAL and TWO COPIES to: /.
ATTN: Non -Discharge Compliance Unit.
DENR
Division of Water Quality
1617 Mail Service Center ,.
RALEIGH, NC 27699-1617 , •
Donald Fleming
SI (14855).
Phone:
(SIGNATURE OF OPERATOR IN RESPONSIBLE CHARG
BY THIS SIGNATURE, I CERTIFY THAT THIS REPORT It
`r TO THE BEST OF MY KNOWLEDGE.
[phone]
a z �i •
CCURATE AND COMPLETE
NDAR (2/98)

O� W A TE9 Michael F. Easley, Governor
Q William C. Ross Jr., Secretary
y North Carolina Department of Environment and Natural Resources
r
Alan W_ Klimek, P.E., Director
p C Colleen H, Sullins, Deputy Director
Division of Water Quality
August 4, 2004
A.F. GEORGE, VICE PRESIDENT OF MANUFACTURING
CAMPBELL SOUP SUPPLY COMPANY — MAXTON PLANT
2120 NC 71 HIGHWAY N
MA.XTON, NORTH CAROLINA 28364
Subject: Permit No. WQ0003626 Correction
Campbell Soup Supply Company —
Maxton Plant & Silgan Can Company
Wastewater Surface Irrigation
Robeson County
Dear Mr. George:
In accordance with a written request received on July 13, 2004, we are forwarding herewith the corrected
page 2 of Permit No. WQ0003626, issued June 11, 2004, for the subject facility.
The following corrections have been made to the permit:
✓ Condition II(4) has been revised to state "Inclement weather shall not affect the spray
irrigation of wastewater unless the ground is in a condition that will cause runoff," as it read
in previous permits.
Please replace Page 2 with the corrected Page 2 of Permit No. WQ0003626 issued June 11, 2004.
Please note that Page 1 should also be replaced, as it is a double -sided document.
If you need any additional information concerning this matter, please contact Toni Wyche via
telephone at [phone], extension 546, or through a -mail at [e-mail].
Sincer ,
-f" Alan W. Klimek, P.E.
CC' Robeson County Health Department
Fayetteville Regional Office, Water Quality Section
Fayetteville Regional Office, Groundwater Section
Central Office, Groundwater Section
Technical Assistance and Certification Unit
Water Quality Central Files
Permit File WQ0003626,,
Non -Discharge Permitting Unit Internet http:/fh7o.enr.state.nc.us/ndpu
1617 Mail Service Center, Raleigh, NC 27699.1617 Telephone [phone] Fax [phone]
Telephone [phone]
50% recycled/10% post -consumer paper
DEN Customer Service Center
An Equal Opportunity Action Employer

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
RALEIGH
SURFACE IRRIGATION SYSTEM PERMIT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as amended,
and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Campbell Soup Supply Company L.L.C.
Robeson County
FOR THE
continued operation of a 4.0 MGD surface irrigation treatment and disposal facility consisting of a parshall flume
with a flow recorder/totalizer, a mechanical bar screen, a lime slurry system for pH and odor control, six 800-
GPM influent pumps, one 4-foot 1,064 GPM rotary screen, three 6-foot 1,700 GPM rotary screens, a 217,000-
gallon dissolved air flotation unit with a 1,471-GPM recycle pump, an air -saturation tank with a 30 CFM
compressor, a 200 GPM grit pump, a 30 GPM scum/grease pneumatic ejector pump, a 200 GPM sludge cyclone
and 50 CFD classifier, a 23,000 gallon clearwell with six 800 GPM pumps, a spray irrigation pump station with
six 800 GPM pumps and a high-water alarm, six programmable -controller spray irrigation center -pivot systems
and one solid -set irrigation system, approximately 334 acres of irrigation fields, an emergency standby 8.6-acre
land application row and furrow system for use during power outages only, and all associated piping, valves,
controls, monitoring and sampling equipment, and appurtenances to serve Campbell Soup Supply Company's
Maxton Plant and Silgan Can Company, with no discharge of wastes to the surface waters, pursuant to the
application received December 22, 2003, and subsequent additional information received by the Division, and in
conformity with the project plan, specifications, and other supporting data subsequently filed and approved by the
Department of Environment and Natural Resources and considered a part of this permit.
This permit shall be effective from the date of issuance until May 31, 2009, shall void Permit No.
WQ0003626 issued June 8, 1999, and shall be subject to the following specified conditions and limitations.
I. PERFORMANCE STANDARDS
1. The surface irrigation facilities shall be effectively maintained and operated at all times so that there
is no discharge to the surface waters, nor any contamination of ground waters which will render them
unsatisfactory for normal use_ In the event that the facilities fail to perform satisfactorily, including
the creation of nuisance conditions or failure of the irrigation area to adequately assimilate the
wastewater, the Permittee shall take immediate corrective actions including those actions that may be
required by the Division of Water Quality (Division), such as the construction of additional or
replacement wastewater treatment and disposal facilities.
2. The issuance of this permit shall not relieve the Permittee of the responsibility for damages to surface
or groundwaters resulting from the operation of this facility.

3_ The residuals generated from these treatment facilities must be disposed in accordance with General
Statute 143-215.1 and in a manner approved by the Division.
4. Diversion or bypassing of the untreated wastewater from the treatment facilities is prohibited.
The following buffers shall be maintained:
a) 400 feet between wetted area and any residence or places of public assembly under separate
ownership,
b) 150 feet between wetted area and property lines,
c) 100 feet between wetted area and wells,
d) 100 feet between wetted area and drainage ways or surface water bodies,
e) 50 feet between wetted area and public right of ways,
f) 100 feet between treatment/storage units and any wells, and
g) 50 feet between treatment units and property lines.
Some of the buffers specified above may not have been included in previous permits for this waste
treatment and disposal system. These buffers are not intended to prohibit or prevent modifications,
which are required by the Division, to improve performance of the existing treatment facility. These
buffers do, however, apply to modifications of the treatment and disposal facilities that are for the
purpose of increasing the flow that is tributary to the facility. These buffers do apply to any
expansion or modification of the irrigation areas and apply in instances in which the sale of property
would cause any of the buffers now complied with, for the treatment and disposal facilities, to be
violated. The applicant is advised that any modifications to the existing facilities will require a permit
modification.
11. OPERATION AND MAINTENANCE REQUIREMENTS
1. The facilities shall be properly maintained and operated at all times
2. Upon classification of the wastewater treatment and irrigation facilities by the Water Pollution
Control System Operators Certification Commission (WPCSOCC), the Permittee shall designate and
employ a certified operator to be in responsible charge (ORC) and one or more certified operator(s) to
be back-up ORC(s) of the facilities in accordance with 15A NCAC 8G .0201. The ORC shall visit
the facilities in accordance with 15A NCAC 8G .0204 or as specified in this permit and shall comply
with all other conditions specified in these rules.
3_ A suitable year round vegetative cover shall be maintained
4. Inclement weather shall not affect the spray irrigation of wastewater unless the ground is in a
condition that will cause runoff.
5. Adequate measures shall be taken to prevent wastewater runoff from the irrigation field.
6. The facilities shall be effectively maintained and operated as a non -discharge system to prevent the
discharge of any wastewater resulting from the operation of this facility.
7. The application rate shall not exceed a cumulative loading of 156 inches over any twelve (12) month
period at an instantaneous application rate not to create any ponding or runoff. The application rate
shall not exceed a total of 350 pounds of plant available nitrogen per acre per year (given the limit of
50 pounds of PAN per acre during the bermuda grass dormancy period).
8. No type of wastewater other than that from Campbell Soup Supply Company's Maxton Plant
and Silgan Can Company shall be irrigated onto the irrigation area.
2

�0F \N 94 Michael F. Easley, Governor
O William G. Ross Jr., Secretary
301
f North Carolina 0cpartment of Environment and Natural Resources
p Y Alan W. Klimek, P-E., Director
Division of Water Quality
June 11, 2004
A.F. GEORGE, VICE PRESIDENT OF MANUFACTURING
CAMPBELL SOUP SUPPLY COMPANY -- MAXTON PLANT
2120 NC 71 HIGHWAY N
MAXTON, NORTH CAROLINA 28364
Subject: Permit No. WQ0003626
Campbell Soup Supply Company-
Maxton Plant & Silgan Can Company
Wastewater Surface Irrigation
Robeson County
Dear Mr. George:
In accordance with your request for renewal received December 22, 2003, we are forwarding herewith
Permit No. WQ0003626, dated June 11, 2004, to Campbell Soup Supply Company for the continued operation of
the subject wastewater treatment and surface irrigation facilities.
Please note several changes have been made with this permit issuance. Please pay particular
attention to Condition 11.7. Also, condition III (3) now requires all parameters to be monitored monthly. All
monitoring data shall be reported using the unit milligrams per liter (mg/L) unless otherwise indicated.
This permit shall be effective from the date of issuance until May 31, 2009, shall void Permit No.
WQ0003626 issued June 8, 1999, and shall be subject to the conditions and limitations as specified therein.
Please pay particular attention to the monitoring requirements in this permit. Failure to establish an adequate
system for collecting and maintaining the required operational information will result in future compliance
problems.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to
request an adjudicatory hearing upon written request within thirty (30) days following receipt of this pernut. This
request must be in the form of a written petition, conforming to Chapter 150.E of the North Carolina General
Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, NC 27699-
6714. Unless such demands are made this permit shall be final and binding.
Non -Discharge Permitting Unit
1617 Mail Service Center, Raleigh, NC 27699-1617
DENR Customer Service Center
An Equal Opportunity Action Employer
Internet httpJ/h2o.enr.state.nc.us/ndpu
Telephone [phone] Fax [phone]
Telephone [phone]
50% recycled/10% post -consumer paper
NL:76EF i

If you need additional information concerning this matter, please contact Toni Wyche at [phone]
extension 546.
cc: Robeson County Health Department
Fayetteville Regional Office, Water Quality Section
Fayetteville Regional Office, Groundwater Section
Groundwater Section, Central Office
Technical Assistance and Certification Unit
Water Quality Central Files
NDPU Files
kj'ely,
lanW. Klimek, P.E.
2

NORTH CAROLINA
ENVIRONNIENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
RALEIGH
SURFACE IRRIGATION SYSTEM PERMIT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as amended,
and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Campbell Soup Supply Company L.L.C.
Robeson County
FOR THE
continued operation of a 4.0 MGD surface irrigation treatment and disposal facility consisting of a parshall flume
with a flow recorder/totalizer, a mechanical bar screen, a lime slurry system for pH and odor control, six 800-
GPM influent pumps, one 4-foot 1,064 GPM rotary screen, three 6-foot 1,700 GPM rotary screens, a 217,000-
gallon dissolved air flotation unit with a 1,471-GPM recycle pump, an air -saturation tank with a 30 CFM
compressor, a 200 GPM grit pump, a 30 GPM scum/grease pneumatic ejector pump, a 200 GPM sludge cyclone
and 50 CFD classifier, a 23,000 gallon clearwell with six 800 GPM pumps, a spray irrigation pump station with
six 800 GPM pumps and a high-water alarm, six programmable -controller spray irrigation center -pivot systems
and one solid -set irrigation system, approximately 334 acres of irrigation fields, an emergency standby 8.6-acre
land application row and furrow system for use during power outages only, and all associated piping, valves,
controls, monitoring and sampling equipment, and appurtenances to serve Campbell Soup Supply Company's
Maxton PIant and Silgan Can Company, with no discharge of wastes to the surface waters, pursuant to the
application received December 22, 2003, and subsequent additional information received by the Division, and in
conformity with the project plan, specifications, and other supporting data subsequently filed and approved by the
Department of Environment and Natural Resources and considered a part of this permit.
This permit shall be effective from the date of issuance until May 31, 2009, shall void Permit No.
WQ0003626 issued June 8, 1999, and shall be subject to the following specified conditions and limitations:
I. PERFORMANCE STANDARDS
The surface irrigation facilities shaII be effectively maintained and operated at all times so that there
is no discharge to the surface waters, nor any contamination of ground waters which will render them
unsatisfactory for normal use. In the event that the facilities fail to perform satisfactorily, including
the creation of nuisance conditions or failure of the irrigation area to adequately assimilate the
wastewater, the Permittee shall take immediate corrective actions including those actions that may be
required by the Division of Water Quality (Division), such as the construction of additional or
replacement wastewater treatment and disposal facilities.
2. The issuance of this permit shall not relieve the Permittee of the responsibility for damages to surface
or groundwaters resulting from the operation of this facility.

3. The residuals generated from these treatment facilities must be disposed in accordance with General
Statute 143-215.1 and in a manner approved by the Division.
4. Diversion or bypassing of the untreated wastewater from the treatment facilities is prohibited.
5. The following buffers shall be maintained:
a) 400 feet between wetted area and any residence or places of public assembly under separate
ownership,
b) 150 feet between wetted area and property lines,
c) 100 feet between wetted area and wells,
d) 100 feet between wetted area and drainage ways or surface water bodies,
e) 50 feet between wetted area and public right of ways,
f) 100 feet between treatment/storage units and any wells, and
g) 50 feet between treatment units and property lines.
Some of the buffers specified above may not have been included in previous permits for this waste
treatment and disposal system. These buffers are not intended to prohibit or prevent modifications,
which are required by the Division, to improve performance of the existing treatment facility. These
buffers do, however, apply to modifications of the treatment and disposal facilities that are for the
purpose of increasing the flow that is tributary to the facility. These buffers do apply to any
expansion or modification of the irrigation areas and apply in instances in which the sale of property
would cause any of the buffers now complied with, for the treatment and disposal facilities, to be
violated. The applicant is advised that any modifications to the existing facilities will require a permit
modification.
II. OPERATION AND MAINTENANCE REQUIREMENTS
The facilities shall be properly maintained and operated at all times.
2. Upon classification of the wastewater treatment and irrigation facilities by the Water Pollution
Control System Operators Certification Commission (WPCSOCC), the Permittee shall designate and
employ a certified operator to be in responsible charge (ORC) and one or more certified operator(s) to
be back-up ORC(s) of the facilities in accordance with 15A NCAC 8G .0201. The ORC shall visit
the facilities in accordance with 15A NCAC 8G .0204 or as specified in this permit and shall comply
with all other conditions specified in these rules.
3. A suitable year round vegetative cover shall be maintained.
4. Irrigation shall not be performed during inclement weather or when the ground is in a condition that
will cause runoff.
5. Adequate measures shall be taken to prevent wastewater runoff from the irrigation field.
6. The facilities shall be effectively maintained and operated as a non -discharge system to prevent the
discharge of any wastewater resulting from the operation of this facility.
7. The application rate shall not exceed a cumulative loading of 156 inches over any twelve (12) month
period at an instantaneous application rate not to create any ponding or runoff. The application rate
shall not exceed a total of 350 pounds of plant available nitrogen per acre per year (given the limit of
50 pounds of PAN per acre during the bermuda grass dormancy period).
8. No type of wastewater other than that from Campbell Soup Supply Company's Maxton Plant
and Silgan Can Company shall be irrigated onto the irrigation area.
2

9. No traffic or equipment shall be allowed on the disposal area except while installation occurs or while
normal maintenance is being performed.
10. Public access to the land application sites shall be controlled during active site use. Such controls
may include the posting of signs showing the activities being conducted at each site.
I11. MONITORING AND REPORTING REQUIREMENTS
1. Any monitoring (including groundwater, surface water, soil or plant tissue analyses) deemed
necessary by the Division to insure surface and ground water protection will be established and an
acceptable sampling reporting schedule shall be followed.
2. Influent flow shall be continuously monitored and daily flow values shall be reported on Form
NDMR.
The Permittee shall install an appropriate flow measurement device consistent with approved
engineering and scientific practices to ensure the accuracy and reliability of influent flow
measurement. Flow measurement devices selected shall be capable of measuring flows with a
maximum deviation of less than 10 percent from true flow, accurately calibrated at a minimum of
once per year, and maintained to ensure that the accuracy of the measurements is consistent with the
accepted capability of that type of device. Records of flow measurement device calibration shall be
kept on file by the Permittee for a period of at least three years. At a minimum, data to be included in
this documentation shall be:
a. Date of flow measurement device calibration
b. Name of person performing calibration
c. Percent from true flow
3. The effluent from the subject facilities shall be monitored by the Permittee at the point prior to
irrigation monthly for the following parameters:
BOD5 Flow (GPD) pH (standard units)
Ammonia Nitrogen Nitrate -Nitrite Nitrogen Phosphorus
TKN Magnesium Sodium
Calcium Copper Lead
Cadmium Zinc
Nickel Plant Available Nitrogen by Calculation (lbs per acre)
Sodium Adsorption Ratio by Calculation (ratio)
4. Adequate records shall be maintained by the Permittee tracking the amount of wastewater disposed.
These records shall include, but are not necessarily limited to, the following information:
a. date of irrigation,
b. volume of wastewater irrigated,
c. field irrigated,
d. length of time field is irrigated,
e. continuous weekly, monthly, and year-to-date hydraulic (inches/acre) loadings for each field,
f. weather conditions, and
g. maintenance of cover crops.
5. An annual report shall be submitted to the Division which includes the total volume of effluent
applied to each field, the types and quantities of nutrient additives applied to each field, and an
overall evaluation of each Field by an agricultural expert or licensed agronomist.
3

6. Three (3) copies of all monitoring data (as specified in condition III 2 and III 3) on Form NDMR-1
and three (3) copies of all operation and disposal records (as specified in condition III 4) on Form
NDAR-1 shall be submitted monthly on or before the last day of the following month. All
information shall be submitted to the following address:
NC Division of Water Quality
Water Quality Section
Non -Discharge Compliance/Enforcement Unit
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
7. A representative annual soils analysis (Standard Soil Fertility Analysis) shall be conducted on each
irrigation field and the results maintained on file by the Permittee for a minimum of five years. The
Standard Soil Fertility Analysis shall include, but is not necessarily limited to, the following
parameters:
Acidity Manganese Potassium
Calcium. Percent Humic Matter Sodium
Copper pH Zinc
Magnesium Exchangeable Sodium Percentage Phosphorus
Cation Exchange Capacity Base Saturation (by calculation)
8. Noncompliance Notification:
The Permittee shall report by telephone to the Fayetteville Regional Office, telephone number (910)
486-1541, as soon as possible, but in no case more than 24 hours or on the next working day
following the occurrence or first knowledge of the occurrence of any of the following:
a. Any occurrence at the wastewater treatment facility which results in the treatment of significant
amounts of wastes which are abnormal in quantity or characteristic, such as the dumping of the
contents of a sludge digester; the known passage of a slug of hazardous substance through the
facility; or any other unusual circumstances.
b. Any process unit failure, due to known or unknown reasons, that render the facility incapable of
adequate wastewater treatment such as mechanical or electrical failures of pumps, aerators,
compressors, etc.
c. Any failure of a pumping station, sewer line, or treatment facility resulting in a by-pass directly to
receiving waters without treatment of all or any portion of the influent to such station or facility.
d. Any time that self -monitoring information indicates that the facility has gone out of compliance
with its permit limitations.
Occurrences outside normal business hours may also be reported to the Division's Emergency
Response personnel at telephone number [phone], [phone], or [phone].
Persons reporting such occurrences by telephone shall also file a written report in letter form within
five (5) days following first knowledge of the occurrence. This report must outline the actions taken
or proposed to be taken to ensure that the problem does not recur.
4

IV. GROUNDWATER REQUIREMENTS
1. Well Abandonment Criteria:
a. Within sixty (60) days of permit issuance, monitor wells MW-7 and MW-10, shall be temporarily
abandoned by securing the wellheads to prevent access by hand. This restriction of access may
be accomplished by using a padlock that would secure the well cap to the protective casing, or by
some other acceptable means to the Groundwater Section. The wells shall be further secured by
placing a compatible watertight cap or seal onto the riser pipe to prevent potential contamination
from entering the wells.
b. The Fayetteville Regional Office, telephone number [phone], shall be notified at least
forty-eight (48) hours prior to the construction of any monitoring well so that an inspection can
be made of the monitoring well location. Such notification to the regional groundwater
supervisor shall be made during the normal office hours form 8:00 a.m. until 5:00 p.m. on
Monday through Friday, excluding state holidays.
Within thirty (30) days of completion of all well construction activities, a certification shall be
received from a professional engineer or a licensed geologist certifying that the monitoring
well(s) are located according to this permit.
2. Sampling Criteria:
a. Monitor wells MW-1, MW-2, MW-3, MW-4, MW-5, MW-6, MW-8, and MW-9 shall be
sampled every March, July, and November for the parameters listed below. Prior to sampling the
parameters, the measurement of water levels must be taken. The depth to water in each well shall
be measured from. the surveyed point on the top of the casing. The measuring points (top of well
casing) of all monitoring wells shall be surveyed relative to a common datum.
Nitrate Nitrogen (NO3-N) Total Dissolved Solids (TDS)
Chloride Total Coliforms
Total Organic Carbon (TOC) Total Phosphorous
pH (field) Water Level
b. For Total Organic Carbon (TOC), if concentrations greater than 10 mg/L are detected in any
dawn -gradient monitoring well, additional sampling and analysis must be conducted to identify
the individual constituents comprising this TOC concentration. If the TOC concentration as
measured in the background monitor well exceeds 10 mg/L, this concentration will be taken to
represent the naturally occurring TOC concentration. Any exeedances of this naturally occurring
TOC concentration in the down -gradient wells shall be subject to the additional sampling and
analysis as described above.
c. Any laboratory selected to analyze parameters must be Division of Water Quality (DWQ)
certified for those parameters required.
3. Reporting / Documentation:
a. All reports and documentation (GW-1, GW-30, GW-59) shall be mailed to the following address:
Groundwater Section
Permits and Compliance Unit
1636 Mail Service Center
Raleigh, NC 27699-1636
Updated blank forms (GW-1, GW-30, GW-59) may be downloaded from the Groundwater
Section's website at http://gw.ehnr.state.nc.ps/ or requested from the address mentioned above_

b. The results of the sampling and analysis must be received on Form GW-59 (Groundwater Quality
Monitoring: Compliance Report Form) by the Groundwater Section (address listed in "Reporting
/ Documentation" section of the Groundwater Requirements), on or before the last working day
of the month following the sampling month. The data of all groundwater sampling analyses
required by the permit conditions must be reported using the most recent GW-59 form along with
attached copies of the laboratory analyses.
4. Vertical Separation Requirements:
Industrial waste shall not be applied or discharged onto or below the land surface when the
vertical separation between the waste and the seasonal high water table is at less than three (3)
feet, unless the Permittee has demonstrated to the Director or his delegate, by using predictive
calculations or modeling methods acceptable to the Director or his delegate, that such placement
will not result in the contravention of classified groundwater standards.
5. Applicable Boundaries:
a. The COMPLIANCE BOUNDARY for the disposal system is specified by regulations in 15A
NCAC 2L, Groundwater Classifications and Standards. The Compliance Boundary is for the
disposal system individually permitted prior to December 31, 1983 consisting of Fields A, B, C,
D, and E is established at either 500 feet from the waste disposal area, or at the property
boundary, whichever is closest to the waste disposal area. An exceedance of Groundwater
Quality Standards at or beyond the Compliance Boundary is subject to remediation action
according to 15A MCAC 2L ,0106(d)(2).
b. The COMPLIANCE BOUNDARY for the disposal system is specified by regulations in 15A
NCAC 2L, Groundwater Classifications and Standards. The Compliance Boundary is for the
disposal system individually permitted after December 31, 1983 consisting of Fields F, G, and I is
established at either 250 feet from the waste disposal area, or 50 feet within the property
boundary, whichever is closest to the waste disposal area. An exceedance of Groundwater
Quality Standards at or beyond the Compliance Boundary is subject to remediation action
according to 15A MCAC 2L .0106(d)(2).
c. The REVIEW BOUNDARY is established around the disposal systems midway between the
Compliance Boundary and the perimeter of the waste disposal area. Any exceedance of standards
at the Review Boundary shall require action in accordance with 15A NCAC 2L .0106(d)(1).
6. Additional Requirements:
Any additional groundwater quality monitoring, as deemed necessary by the Division, shall be
provided.
V. INSPECTIONS
Adequate inspection, maintenance, and cleaning shall be provided by the Permittee to insure proper
operation of the subject facilities.
2. The Permittee or his designee shall inspect the wastewater treatment and disposal facilities to prevent
malfunctions and deterioration, operator errors and discharges which may cause or lead to the release
of wastes to the environment, a threat to human health, or a nuisance. The Permittee shall keep an
inspection log or summary including at least the date and time of inspection, observations made, and
any maintenance, repairs, or corrective actions taken by the Permittee. This log of inspections shall
be maintained by the Permittee for a period of three years from the date of the inspection and shall be
made available upon request to the Division or other permitting authority.
6

3. Any duly authorized officer, employee, or representative of the Division may, upon presentation of
credentials, enter and inspect any property, premises or place on or related to the disposal site or
facility at any reasonable time for the purpose of determining compliance with this permit; may
inspect or copy any records that must be maintained under the terms and conditions of this permit,
and may obtain samples of groundwater, surface water, or leachate.
VI. GENERAL CONDITIONS
1. This permit shall become voidable unless the facilities are constructed in accordance with the
conditions of this permit, the approved plans and specifications, and other supporting data.
2. This permit is effective only with respect to the nature and volume of wastes described in the
application and other supporting data.
3. This permit is not transferable. In the event there is a desire for the facilities to change ownership, or
there is a name change of the Perznittee, a formal permit request must be submitted to the Division
accompanied by an application fee, documentation from the parties involved, and other supporting
materials as may be appropriate. The approval of this request will be considered on its merits and
may or may not be approved.
4. Failure to abide by the conditions and limitations contained in this permit may subject the Permittee
to an enforcement action by the Division in accordance with North Carolina General Statute 143-
215.6A to 143-215.6C.
5_ The issuance of this permit does not exempt the Permittee from complying with any and all statutes,
rules, regulations, or ordinances which may be imposed by other government agencies (local, state,
and federal) which have jurisdiction, including but not limited to applicable river buffer rules in 15A
NCAC 2B .0200, erosion and sedimentation control requirements in 15A NCAC Chapter 4 and under
the Division's General Permit NCG010000, and any requirements pertaining to wetlands under 15A
NCAC 2B .0200 and 2H .0500.
6. A set of approved plans and specifications for the subject project must be retained by the Permittee
for the life of the project.
7. The annual administering and compliance fee must be paid by the Permittee within thirty (30) days
after being billed by the Division. Failure to pay the fee accordingly may cause the Division to
initiate action to revolve this permit as specified by I5A NCAC 2H .0205 (c)(4).
8. The Permittee, at least six (6) months prior to the expiration of this permit, shall request its extension.
Upon receipt of the request, the Commission will review the adequacy of the facilities described
therein, and if warranted, will extend the permit for such period of time and under such conditions
and limitations as it may deem appropriate.
9. The subject wastewater treatment and disposal facilities shall be connected to an operational publicly
owned wastewater collection system within 180 days of its availability to the subject facilities, if the
subject wastewater treatment or disposal facilities are in noncompliance with the terms and
conditions of this non -discharge permit or the governing statutes or regulations. Prior to the initiation
of these connection activities, appropriate approval must be received from this Division.

Permit issued this the I Vh day of June, 2004
NORT CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
W. Klimek, P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0003626

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CPMPBELL SOUP COMPANY
`~ rf SPRAY IRRIGATION SYSTE:
ROBESON COUNTY
WQ0003626/Gw99065
SITE DETAIL MAP

Campbell Soup Company
Layout of Irrigation and Monitoring Wells
by tec from 98 Wakulla 3&4 doqq's in 3/04
3 000 0 1000 2000 Feet © Irrigation >T3
0 Compliance Bdry
♦ Wriftor Well
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r-1 Property Limit
WQ00036261GW04007

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
Kerr T. Stevens, Director
July 6, 1999
Mr. A.F. George, Vice President of Manufacturing
Campbell Soup Company
Campbell Soup Supply Company — Maxton Plant
2120 NC 71 Highway N
Maxton, North Carolina 28364
Dear Mr. George:
1 • •
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENvPRONMENT AND NATURAL RESOURCES
Subject: Correction to Permit No_ WQ0003626
Campbell Soup Supply Company
Maxton Plant
Wastewater Spray Irrigation
Robeson County
In accordance with your request received June 9, 1999, we are forwarding herewith a corrected cover
page and corrected: pages I and 2 of Permit No. WQ0003626 for the subject spray irrigation facility. The
following corrections have been made to the permit:
1. All references to the Campbell Soup Company have been.changed to the Campbell Soup Supply
Company.
Please replace the cover page and pages I and 2 with the corrected cover page and pages I and 2 for
Permit No. WQ0003626 issued June 8, 1999.
If you need any additional information concerning this matter, please contact Ms. Joni Cardin at (919)
733-5083 extension 509. ��
Kerr T. Stevens
cc: Robeson County Health Department
Fayetteville Regional Office, Water Quality Section
Non -Discharge Compliance/Enforcement Unit
Permit File WQ0003626
1617 Mail Service Center, Raleigh, North Carolina 27699-1617 Telephone [phone] Fax [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post -consumer paper

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
RALEIGH
SPRAY lltRIGATION SYSTEM PERMIT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as amended, and
other applicable Laws, Rules, and Regulations
PERMISSION IS HERESY GRANTED TO THE
Campbell Soup Company
Robeson County
1_1C+tllzf11111
continued operation of a 4.0-MGD spray irrigation treatment and disposal facility consisting of aparshall flume with a
flow recorder/totalizer, a mechanical bar screen, a lime slurry system for pH and odor control, six 800-GPM influent
pumps, one 4-foot 1,064-GPM rotary screen, three 6-foot 1,700-GPM rotary screens, a 217,000-gallon dissolved air
flotation unit with a 1,471-GPM recycle pump, an air -saturation tank with a 30-CFM compressor, a 200-GPM grit
pump, a 30-GPM scum/grease pneumatic ejector pump, a 200-GPM sludge cyclone and 50-CFD classifier, a 23,000-
gallon clearwell with six 800-GPM pumps, a spray irrigation pump station with six 800-GPM pumps and a high-wat
alarm, six programmable -controller spray irrigation center -pivot systems and one solid -set irrigation system,
approximately 334 acres of irrigation fields, an emergency standby 8.6-acre land application row and furrow system
for use during power outages only, and all associated piping, valves, controls, monitoring and sampling equipment,
and appurtenances to serve the Campbell Soup Company's Maxton Plant and the Silgan Can Company, with no
discharge of wastes to the surface waters, pursuant to the renewal request received March 31, 1999, and in conformity
with the project plan, specifications, and other supporting data subsequently filed and approved by the Department of
Environment and Natural Resources and considered a part of this permit.
This permit shall be effective from the date of issuance until May 31, 2004, shall void Permit No. WQ0003626
issued July 29, 1996, and shall be subject to the following specified conditions and limitations:
I. PERFORMANCE STANDARDS
I. The spray irrigation facilities shall be effectively maintained and operated at all times so that there is no
discharge to the surface waters, nor any contamination of ground waters which will render them
unsatisfactory for normal use. In the event that the facilities fail to perform satisfactorily, including the
creation of nuisance conditions or failure of the irrigation area to adequately assimilate the wastewater, the
Permittee shall take immediate corrective actions including those actions that inay be required by die
Division of Water Quality (Division), such as the construction of additional or replacement wastewater
treatment and disposal facilities.
2. The issuance of this permit shall not relieve the Permittee of the responsibility for damages to surface or
groundwaters resulting from the operation of this facility.

The residuals generated from these treatment facilities must be disposed in accordance with General
Statute 143-215.1 and in a manner approved by the Division.
4. Diversion or bypassing of the untreated wastewater from the treatment facilities is prohibited.
5. The following buffers shall be maintained:
a) 400 feet between wetted area and any residence or places of public assembly under separate ownership,
b) 150 feet between wetted area and property lines,
c) 100 feet between wetted area and wells,
d) I00 feet between wetted area and drainageways or surface water bodies,
e) 50 feet between wetted area and public right of ways,
D 100 feet between wastewater treatment units and wells, and
g) 50 feet between wastewater treatment units and property lines.
Some of the buffers specified above may not have been included in previous permits for this waste
treatment and disposal system. These buffers are not intended to prohibit or prevent modifications, which
are required by the Division, to improve performance of the existing treatment facility. These buffers do,
however, apply to modifications of the treatment and disposal facilities which are for the purpose of
increasing the flow that is tributary to the facility. These buffers do apply to any expansion or
modification of the spray irrigation areas and apply in instances in which the sale of property would cause
any of the buffers now complied with, for the treatment and disposal facilities, to be violated. The
applicant is advised that any modifications to the existing facilities will require a permit modification.
H. OPERATION AND MAINTENANCE REQUIREMENTS
I. The facilities'shail be properly maintained and operated at all times.
2. Upon classification of the facility by the Water Pollution Control System Operators Certification
Commission (WPCSOCC), the Perrnittee shall employ a certified wastewater treatment plant operator to
be in responsible charge (ORC) of the wastewater treatment facilities. The operator must hold a certificate
of the type and grade at least equivalent to or greater than the classification assigned to the wastewater
treatment facilities by the WPCSOCC. The Permittee must also employ a certified back-up operator of the
appropriate type and grade to comply with the conditions of 15A NCAC 8A .0202. The ORC of the
facility must visit each Class I facility at least weekly and each Class II, LIT, and IV facility at least daily,
excluding weekends and holidays, and must properly manage and document daily operation and
maintenance of the facility and must comply with all other conditions of 15A NCAC 8A .0202.
3. A suitable year-round vegetative cover shall be maintained on the spray irrigation fields.
4. Inclement weather shall not affect the spray irrigation of wastewater unless the ground is in a condition
that will cause runoff.
5. Adequate measures shall be taken to prevent wastewater runoff from the spray field.
6. The facilities shall be effectively maintained and operated as a non -discharge system to prevent the
discharge of any wastewater resulting from the operation of this facility_
7. The application rate shall not exceed a cumulative loading of 156 inches over any twelve-month period at
an instantaneous application rate not to allow any runoff, and shall not exceed 300 pounds of plant
available nitrogen per acre per year.
8. No type of wastewater other than that from the Campbell Soup Company's Maxton Plant and the Silgan
Can Company shall be sprayed onto the irrigation area.
2

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
Kerr T. Stevens, Director
June 8, 1999
Mr. A.F. George, Vice President of Manufacturing
Campbell Soup Company — Maxton Plant
2120 NC 71 Highway N
Maxton, North Carolina 28364
Dear Mr. George:
I 'T - "
T V r
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
Subject: Permit No. WQ0003626
Campbell Soup Company
Maxton Plant
Wastewater Spray Irrigation
Robeson County
In accordance with your renewal request received March 31, 1999, we are forwarding herewith Permit No.
WQ0003626, dated June 8, 1999, to the Campbell Soup Company for the continued operation of the subject wastewater
treatment and spray irrigation facilities. This permit has been modified due to the sale of can manufacturing equipment to the
Silgan Can Company. Although the volume and type of wastewater has not changed as a result of the aforementioned sale,
the description on page 1 of the permit has been modified to state that the spray irrigation and disposal system will serve the
Campbell Soup Company's Maxton Plant and the Silgan Can Company. Condition II 8 was also modified to state, "No type
of wastewater other than that from the Campbell Soup Company's Maxton Plant and the Silgan Can Company shall be
sprayed onto the irrigation area." Please note that some of the sampling parameters and frequencies have also been modified.
Please refer to Conditions I1I 3 and 6, and Condition IV 1. Condition 1114 has been added by request of the Division of
Water Quality's Fayetteville Regional Office so that the health of the agricultural fields is monitored on a regular basis.
This permit shall be effective from the date of issuance until May 31, 2004, shall void Permit No. WQ0003626
issued July 29, 1996, and shall be subject to the conditions and limitations as specified therein. Please pay particular
attention to the monitoring requirements in this permit. Failure to establish an adequate system for collecting and
maintaining the required operational information will result in future compliance problems.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to request an
adjudicatory hearing upon written request within thirty (30) days following receipt of this permit. This request must be in the
form of a written petition, conforming to Chapter 15013 of the North Carolina General Statutes, and fled with the Office of
Administrative Hearings, P.O. Drawer 27447, Raleigh, NC 27611-7447. Unless such demands are made this permit shall be
final and binding.
If you need additional information concerning this matter, please
extension 509.
cc:obeson County Health Department
Fayetteville Regional Office, Water Quality Section
Fayetteville Regional Office, Groundwater Section
Bob Cheek, Groundwater Section, Central Office
Technical Assistance and Certification Unit
Non -Discharge Compliance/Enforcement Unit
PO Box 29535, Raleigh, North Carolina 27626-0535
An Equal Opportunity Affirmative Action Employer
Y
Kerr T. Stevens
MI ..Joni Cardin at [phone]
Telephone [phone]D83 l=ax [phone]
50% recycled/10% post -consumer paper

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
RALEIGH
SPRAY IRRIGATION SYSTEM PERMIT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as amended, and
other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO THE
Campbell Soup Company
Robeson County
FOR THE
continued operation of a 4.0-MGD spray irrigation treatment and disposal facility consisting of aparshalI flume with a
flow recorder/totalizer, a mechanical bar screen, a lime slurry system for pH and odor control, six 800-GPM influent
pumps, one 4-foot 1,064-GPM rotary screen, three 6-foot 1,700-GPM rotary screens, a 217,000-gallon dissolved air
flotation unit with a 1,471-GPM recycle pump, an air -saturation tank with a 30-CFM compressor, a 200-GPM grit
pump, a 30-GPM scum/grease pneumatic ejector pump, a 200-GPM sludge cyclone and 50-CFD classifier, a 23,000-
gallon clearwell with six 800-GPM pumps, a spray irrigation pump station with six 800-GPM pumps and a high-water
alarm, six programmable -controller spray irrigation center -pivot systems and one solid -set irrigation system,
approximately 334 acres of irrigation fields, an emergency standby 8.6-acre land application row and furrow system
for use during power outages only, and all associated piping, valves, controls, monitoring and sampling equipment,
and appurtenances to serve the Campbell Soup Company's Maxton Plant and the Silgan Can Company, with no
discharge of wastes to the surface waters, pursuant to the renewal request received March 31, 1999, and in conformity
with the project plan, specifications, and other supporting data subsequently filed and approved by the Department of
Environment and Natural Resources and considered a part of this permit.
This permit shall be effective from the date of issuance until May 31, 2004, shall void Permit No. WQ0003626
issued July 29, 1996, and shall be subject to the following specified conditions and limitations:
I. PERFORMANCE STANDARDS
The spray irrigation facilities shall be effectively maintained and operated at all times so that there is no
discharge to the surface waters, nor any contamination of ground waters which will render them
unsatisfactory for normal use. In the event that the facilities fail to perform satisfactorily, including the
creation of nuisance conditions or failure of the irrigation area to adequately assimilate the wastewater, the
Permittee shall take immediate corrective actions including those actions that may be required by the
Division of Water Quality (Division), such as the construction of additional or replacement wastewater
treatment and disposal facilities.
The issuance of this permit shall not relieve the Permittee of the responsibility for damages to surface or
groundwaters resulting from the operation of this facility.

The residuals generated from these treatment facilities must be disposed in accordance with General
Statute 143-215.1 and in a manner approved by the Division.
4. Diversion or bypassing of the untreated wastewater from the treatment facilities is prohibited,
The following buffers shall be maintained:
a) 400 feet between wetted area and any residence or places of public assembly under separate ownership,
b) 150 feet between wetted area and property lines,
c) 100 feet between wetted area and wells,
d) 100 feet between wetted area and drainageways or surface water bodies,
e) 50 feet between wetted area and public right of ways,
f) 100 feet between wastewater treatment units and wells, and
g) 50 feet between wastewater treatment units and property lines.
Some of the buffers specified above may not have been included in previous permits for this waste
treatment and disposal system. These buffers are not intended to prohibit or prevent modifications, which
are required by the Division, to improve performance of the existing treatment facility. These buffers do,
however, apply to modifications of the treatment and disposal facilities which are for the purpose of
increasing the flow that is tributary to the facility. These buffers do apply to any expansion or
modification of the spray irrigation areas and apply in instances in which the sale of property would cause
any of the buffers now complied with, for the treatment and disposal facilities, to be violated. The
applicant is advised that any modifications to the existing facilities will require a permit modification.
H. OPERATION AND MAINTENANCE REQUIREMENTS
The facilities shall be properly maintained and operated at all times.
2. Upon classification of the facility by the Water Pollution Control System Operators Certification
Commission (WPCSOCC), the Permittee shall employ a certified wastewater treatment plant operator to
be in responsible charge (ORC) of the wastewater treatment facilities. The operator must hold a certificate
of the type and grade at least equivalent to or greater than the classification assigned to the wastewater
treatment facilities by the WPCSOCC. The Permittee must also employ a certified back-up operator of the
appropriate type and grade to comply with the conditions of 15A NCAC 8A .0202. The ORC of the
facility must visit each Class I facility at least weekly and each Class II, III, and IV facility at least daily,
excluding weekends and holidays, and must properly manage and document daily operation and
maintenance of the facility and must comply with all other conditions of 15A NCAC 8A .0202.
A suitable year-round vegetative cover shall be maintained on the spray irrigation fields.
4. Inclement weather shall not affect the spray irrigation of wastewater unless the ground is in a condition
that will cause runoff.
Adequate measures shall be taken to prevent wastewater runoff from the spray field.
The facilities shall be effectively maintained and operated as a non -discharge system to prevent the
discharge of any wastewater resulting from the operation of this facility.
The application rate shall not exceed a cumulative loading of 156 inches over any twelve-month period at
an instantaneous application rate not to allow any runoff, and shall not exceed 300 pounds of plant
available nitrogen per acre per year.
No type of wastewater other than that from the Campbell Soup Company's Maxton Plant and the Silgan
Can Company shall be sprayed onto the irrigation area.
2

9. No traffic or equipment shall be allowed on the disposal area except while installation occurs or while
normal maintenance is being performed.
10. Public access to the land application sites shall be controlled during active site use. Such controls may
include the posting of signs showing the activities being conducted at each site.
III. MONITORING AND REPORTING REQUIREMENTS
Any monitoring (including groundwater, surface water, soil or plant tissue analyses) deemed necessary by
the Division to ensure surface and ground water protection will be established and an acceptable sampling
reporting schedule shall be followed.
2. Adequate records shall be maintained by the Permittee tracking the amount of wastewater disposed. These
records shall include, but are not necessarily limited to, the following information:
a. date of irrigation,
b. volume of wastewater irrigated,
c. field irrigated,
d. length of time field is irrigated,
e. continuous weekly, monthly, and year-to-date hydraulic (inches/acre) loadings for each field,
f. weather conditions, and
g. maintenance of cover crops.
3. The effluent from the subject facilities shall be monitored by the Permittee at the point prior to irrigation
every March, July, and November (except where noted differently) for the following parameters:
BOD5
pH (monthly)
Ammonia Nitrogen
Fecal Coliform
Nitrate -Nitrite Nitrogen
TKN
Calcium Magnesium
Cadmium (annually —July) Copper (annually — July)
Nickel (annually —July) Zinc (annually — July)
Plant Available Nitrogen by Calculation
Sodium Adsorption Ratio by Calculation
Flow (monthly)
Phosphorus
Sodium
Lead (annually — July)
4. An annual report shall be submitted to the Division which includes the total volume of effluent applied to
each field, the types and quantities of nutrient additives applied to each field, and an overall evaluation of
each field by an agricultural expert or licensed agronomist.
Three (3) copies of all operation and disposal records (as specified in Condition III 2) on Form NDAR-I
shall be submitted on or before the last day of the following month. Three (3) copies of all effluent
monitoring data (as specified in Condition III 3) on Form NDMR-1 shall be submitted on or before the
last day of the following month. Three (3) copies of the annual report (as specified in Condition III 4)
shall be submitted annually on or before March I of the following year. All information shall be
submitted to the following address:
NC Division of Water Quality
Water Quality Section
Non -Discharge Compliance/Enforcement Unit
Post Office Box 29535
Raleigh, North Carolina 27626-0535
6. The flow -measuring device for influent and effluent wastewater for this facility shall be calibrated
annually. Verification of the calibration shall be supplied with the annual report.

7. A representative annual soils analysis (Standard Soil Fertility Analysis) shall be conducted on each spray
field and the results maintained on file by the Permittee for a minimum of five years. The Standard Soil
Fertility Analysis shall include, but is not necessarily limited to, the following parameters:
Acidity
Calcium
Cadmium
Copper
Dioxin (2, 3, 7, 8 TCDD)
Base Saturation (by calculation)
8. Noncompliance Notification:
Lead
Magnesium
Manganese
Nickel
Percent Humic Matter
Cation Exchange Capacity
pH
Phosphorus
Potassium
Sodium
Zinc
Exchangeable Sodium Percentage
The Permittee shall report by telephone to the Fayetteville Regional Office, telephone number (910) 486-
1541, as soon as possible, but in no case more than 24 hours or on the next working day following the
occurrence or first knowledge of the occurrence of any of the following:
a. Any occurrence at the wastewater treatment facility which results in the treatment of significant
amounts of wastes which are abnormal in quantity or characteristic, such as the dumping of the
contents of a sludge digester; the known passage of a slug of hazardous substance through the facility;
or any other unusual circumstances.
b. Any process unit failure, due to known or unknown reasons, that render the facility incapable of
adequate wastewater treatment such as mechanical or electrical failures of pumps, aerators,
compressors, etc.
c. Any failure of a pumping station, sewer line, or treatment facility resulting in a by-pass directly to
receiving waters without treatment of all or any portion of the influent to such station or facility.
d. Any time that self -monitoring information indicates that the facility has gone out of compliance with
its permit limitations.
Persons reporting such occurrences by telephone shall also file a written report in letterform within five (5)
days following first knowledge of the occurrence. This report must outline the actions taken orproposed
to be taken to ensure that the problem does not recur.
IV. GROUNDWATER REQUIREMENTS
Existing monitor wells MW-1, MW-2, MW-3, MW-4, MW-5, MW-6, MW-7, MW-8, MW-9, and MW-10
shall be every March, July, and November for the following parameters:
Chloride Total Dissolved Solids (TDS)
Nitrate (NO3) Total Organic Carbon (TOC)
pH Total Phosphorous
Total Coliforms Water Level
The measurement of water levels must be made prior to sampling for the remaining parameters. The depth
to water in each well shall be measured from the surveyed point on the top of the casing.
If TOC concentrations greater than 10 mg/1 are detected in any downgradient monitoring well, additional
sampling and analysis must be conducted to identify the individual constituents comprising this TOC
concentration. If the TOC concentration as measured in the background monitor well exceeds 10 mg/l,
this concentration will be taken to represent the naturally occurring TOC concentration. Any exceedances
of this naturally occurring TOC concentration in the downgradient wells shall be subject to the additional
sampling and analysis as described above.
4

The results of the sampling and analysis must be received on Form GW-59 (Groundwater Quality
Monitoring: Compliance Report Form) by the Groundwater Section, Permits and Compliance Unit, P.O.
Box 29578 Raleigh, NC 27626-0578 on or before the last working day of the month following the
sampling month.
2. Any additional groundwater quality monitoring, as deemed necessary by the Division, shall be provided.
The COMPLIANCE BOUNDARY for the disposal system is specified by regulations in 15A NCAC 2L,
Groundwater Classifications and Standards. The Compliance Boundary is for the disposal system
constructed after December 31, I983 is established at either (1) 250 feet from the waste disposal area, or
(2) 50 feet within the property boundary, whichever is closest to the waste disposal area. An exceedance
of Groundwater Quality Standards at or beyond the Compliance Boundary is subject to immediate
remediation action in addition to the penalty provisions applicable under General Statute 143-215.6A
(a)(1).
In accordance with 15A NCAC 2L, a REVIEW BOUNDARY is established around the disposal systems
midway between the Compliance Boundary and the perimeter of the waste disposal area. Any exceedance
of standards at the Review Boundary shall require remediation action on the part of the permittee.
4. No land application of waste activities shall be undertaken when the seasonal high water table is less than
three feet below land surface.
V. INSPECTIONS
Adequate inspection, maintenance, and cleaning shall be provided by the Permittee to ensure proper
operation of the subject facilities.
2. The Permittee or his designee shall inspect the wastewater treatment and disposal facilities to prevent
malfunctions and deterioration., operator errors and discharges which may cause or lead to the release of
wastes to the environment, a threat to human health, or a nuisance. The Permittee shall keep an inspection
log or summary including at least the date and time of inspection, observations made, and any
maintenance, repairs, or corrective actions taken by the Permittec. This log of inspections shall be
maintained by the Permittee for a period of three years from the date of the inspection and shall be made
available upon request to the Division or other permitting authority.
Any duly authorized officer, employee, or representative of the Division may, upon presentation of
credentials, enter and inspect any property, premises or place on or related to the disposal site or facility at
any reasonable time for the purpose of determining compliance with this permit; may inspect or copy any
records that must be maintained under the terms and conditions of this permit, and may obtain samples of
groundwater, surface water, or leachate.
VI. GENERAL CONDITIONS
This permit shall become voidable unless the facilities are constructed in accordance with the conditions of
this permit, the approved plans and specifications, and other supporting data.
2. This permit is effective only with respect to the nature and volume of wastes described in the application
and other supporting data.
This permit is not transferable_ In the event there is a desire for the facilities to change ownership, or there
is a name change of the Permittee, a formal permit request must be submitted to the Division accompanied
by an application fee, documentation from the parties involved, and other supporting materials as may be
appropriate. The approval of this request will be considered on its merits and may or may not be
approved.

4. Failure to abide by the conditions and limitations contained in this permit may subject the Permittee to an
enforcement action by the Division in accordance with North Carolina General Statute 143-215.6A to 143-
215.6C.
5. The issuance of this permit does not preclude the Permittee from complying with any and all statutes,
rules, regulations, or ordinances which may be imposed by other government agencies (local, state, and
federal) which have jurisdiction.
6. A set of approved plans and specifications for the subject project must be retained by the Permittee for the
life of the project.
The annual administering and compliance fee must be paid by the Permittee within thirty (30) days after
being billed by the Division. Failure to pay the fee accordingly may cause the Division to initiate action to
revoke this permit as specified by 15A NCAC 2H .0205 (c)(4).
The Permittee, at least six (6) months prior to the expiration of this permit, shall request its extension.
Upon receipt of the request, the Commission will review the adequacy of the facilities described therein,
and if warranted, will extend the permit for such period of time and under such conditions and limitations
as it may deem appropriate.
Permit issued this tIK6ighth day of June, 1999
NORTH C OLINA E M TAL MANAGEMENT COMMISSION
I/ Kerr T. Stevens, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0003626
6

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SPRAY IRRIGATION SYSTEM
sa-�s ao• ROBESON COUNTY
.1 ~�` Ys3�s `� •:. �„ �: � �, WQ0003626/GW99
SITE LOCATION MAP

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CAMPBELL SOUP COMPANY
SPRAY IRRIGATION SYSTEM
ROBESON COUNTY
WQ0003626 GW9.9065
SITE DETAIL MAP

WATER POLLUTION CONTROL SYSTEM OPERATORS
CERTIFICATION COMMISSION
CLASSIFICATION
RATING SHEET FOR WATER POLLUTION CONTROL SYSTEMS
FACILITY INFORMATION:
NAME OF FACILITY: ��.^.�P1 �/i SQUP
MAILING ADDRESS:
COUNTY:��
CONTACT PERSON: Qa— f�"" TELEPHONE: (Rio ) B iW---44`
PERMIT NO: Check One: NC _,� WQ HEALTH DP
ORC: TELEPHONE: [_ )
Q
RATING 1N'F0RMATION;(Before completing this section, please refer to pages 2-4)
PERMITTED FLOW: _ _ �l. MGD BNR? YES NO
CHECK CLASSIFICATION: WASTEWATER: 1
COLLECTION: I
2 3 4
2 3 4
SPRAY IRRIGATION _� SUBSURFACE LAND APPLICATION
PHYSICALJCHEMICAL GRADE I GRADE II
RATED BY: r 6sn, REGION: DATE:
REGIONAL OFFICE TELEPHONE NUMBER: (9/0 16 W / EXT: 3
G�

Classification of Biological Water Pollution Control Treatment Systems:
Grade I Biological WPCS
- Septic tanVsand filter systems
- Biological lagoon systems
- Constructed wetlands and associated appurtenances
Grade II Biological WPCS
- Systems that utilize an activated sludge or fixed growth process with a permitted flow
less than or equal to 0.5 mullion gallons per day (mgd)
Grade III Biological WPCS
- Systems that utilize an activated sludge or fixed growth process with a permitted flow
of greater than 0.5 through 2.5 million gallons per day (mgd)
- Grade II systems that are required to achieve biological nutrient reduction
Grade IV Biological WPCS
- Systems that Utilizing an activated sludge or fixed growth process with a permitted flow
of greater than 2.5 million gallons per day (mgd)
- Grade III systems that are required to achieve biological nutrient reduction
* Biological Nutrient Reduction -
The reduction of total nitrogen or total phosphorous by an activated sludge or fixed growth
process as required by the facilities permit.
Classification of Collection Water Pollution Control Systems:
(whichever provides lowest grade)
Same grade as biological water pollution control system. Grade of system:
Based on population served:
1,500 or Less = Grade I
1,501 to 15,000 = Grade II
15,001 to 50,000 = Grade III
50,001 or more = Grade IV
G
G

Classification of Spray Irrigation Water Pollution Control Systems:
Systems which utilize spray irrigation for the reuse or disposal of wastewwater.
These systems include: septic tanks, sand filter, oillwater separators, lagoons,
storage basins, screening, sedimentation. Systems other than those listed above
shall be subject to additional classification.
Classification of Land Application of Residuals Systems:
Systems permitted and dedicated for land application of residuals that are produced by a
water pollution control system or contaminated soils.
Classification of Physical/Chemical Water Pollution Control Treatment Systems:
Grade I Physical/Chemical: Any water pollution control system that utilizes a primarily
physical process to treat wastewater. This classification includes groundwater
remediation systems. **
Grade II Physical/Chemical: Any water pollution control system that utilizes a primaril;
chemical process to treat wastewater. This classification includes reverse osmosis,
electrodialysis, and ultrah1tration systems. **
** Any water pollution control system that utilizes a phyicaVchemical process to enhance an
activated sludge or fixed growth process, shall not be subject to additional classification.
Classification of Subsurface Water Pollution Control Systems:
Systems which utilize the soil for subsurface treatment and disposal of wastewater
and/or are required to have a certified operator under 15A NCAC 18A.1961. ***
*** Any subsurface system that has as part of its treatment process a water pollution control
systems that may be classified under Rules .0302 through .0307 of this section shal. -,7e
subject to addional classification.
G

Definitions
Activated Sludge - shall mean a biological wastewater treatment process in which predominantly
biodegradable polluntants in wastewater are absorbed, or, adsorbed by living aerobic organisms and
bacteria.
- C-hemical Process - shall mean a wastewater pollution control system process consisting
exclusively of the addition of chemicals to treat wastewater.
Collection System - shall mean a continuous connections of pipelines, conduits, pumping
stations, and other related constructions used to conduct wastewater to the water pollution
control system.
Electrodialysis System - shall mean a system utlizing a selective separation of dissolved solids
process that is based on electrical charge and diffusion through a semipermeable membrane.
Physical Process - shall mean any water pollution control system process consisting of
electrodialysis, adsorption, absorption, air stripping, gravimetric sedimentation, floation, and
filtration as a means of treatment.
Reverse Osmosis System - shall mean a system which utilizes solutions and semipermable
membranes to separate and treat wastewater.
Ultrafiltration System - shall mean a system which utilizes a membrane filter to remove
pollutants from wastewater.
Water Pollution Control System - shall mean any system for the collection, treatment, c
disposal of wastewater and is classified under the provision of G.S. 90A-37.
Note: Please refer to G.S. 90A-37 for additional information and definitions.

State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
July 29, 1996
Mr. A. F. George, VP Manufacturing,
Campbell Soup Company - Maxton Plant
Route 2, Box 98
Maxton, North Carolina 28364
Subject: Permit No. WQ0003626 Amendment
Campbell Soup Company
Maxton Plant
Wastewater Spray Irrigation
Treatment and Disposal Facilities
Robeson County
Dear Mr. George:
In a letter dated December 21, 1994, Ms. Nancy K. Miller, of the Campbell Soup Company
Camden New Jersey Office, requested several changes be made to the subject permit. The Division made
an extensive review of the requested changes, and responded in a June 21, 1996, letter detailing the
modifications the Division was willing to make. In a letter from Ms. Miller, dated July 9, 1996, Campbell
Soup Company has agreed to the subject permit changes as detailed by the Division's response.
Therefore, the Division is forwarding herewith Permit No. WQ0003626 , dated July 29, 1996,
amended as agreed, to Campbell Soup Company for the continued operation of the subject wastewater
treatment and spray irrigation facilities.
This permit shall be effective from the date of issuance until October 31, 1999, and shall be subject
to the conditions and limitations as specified therein. Please pay particular attention to the monitoring
requirements in this permit. Failure to establish an adequate system for collecting and maintaining the
required operational information will result in future compliance problems. Issuance of this permit hereby
voids Permit No. WQ0003626 issued November 17, 1994.
If you need additional information concerning this matter, please contact Mr. John Seymour at
[phone], extension 546.
Sincerely,
a L.
f
A. Presto oward, Jr., P.E.
cc: Robeson County Health Department
Ms. Nancy K. Miller, Campbell Soup Co., Camden, N.J.
Fayetteville Regional Office, Water Quality
Fayetteville Regional Office, Groundwater
Groundwater Section Central Office
Training and Certification Unit (no rating change)
Facilities Assessment Unit
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT, HEALTH AND NATURAL RESOURCES
RALEIGH
SPRAY IRRIGATION SYSTEM PERMIT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as
amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Campbell Soup Company
Robeson County
FOR THE
continued operation of a 4.0 MGD spray irrigation treatment and disposal facility consisting of a parshall
flume with flow recorder/totalizer, a mechanical bar screen, a lime slurry system for pH and odor control,
six (6) 900 GPM influent pumps, one four foot 1,064 GPM rotary screen unit, three (3) six foot 1,700
GPM rotary screen units, a 217,000 gallon capacity dissolved air flotation unit with a 1,471 GPM recycle
pump, an air saturation tank with a 30 SCFM compressor, a 200 GPM grit pump, a 30 GPM scum/grease
pneumatic ejector, a 200 GPM sludge cyclone and 50 CFD classifier, a 23,000 gallon capacity clearwell
with six (6) 800 GPM pumps, a spray irrigation pump station with six (6) 800 GPM pumps and high
water alarm, six (6) programmable controller spray irrigation center pivot systems and one (1) solid set
irrigation system, a approximately 334 acres of irrigation fields, emergency standby 8.6 acre land
application row and furrow system for use during power outages only, and all associated piping, valves,
controls, monitoring and sampling equipment and appurtenances to serve the Campbell Soup Company -
Maxton Plant with no discharge of wastes to the surface waters, pursuant to the amendment request
received July 16, 1996, and in conformity with the project plan, specifications, and other supporting data
subsequently filed and approved by the Department of Environment, Health and Natural Resources and
considered a part of this permit.
This permit shall be effective from the date of issuance until October 31, 1999, and shall be subject
to the following specified conditions and Iimitations:
I. PERFORMANCE STANDARDS
1, The spray irrigation facilities shall be effectively maintained and operated at all times so that
there is no discharge to the surface waters, nor any contamination of ground waters which
will render them unsatisfactory for normal use. In the event that the facilities fail to perform
satisfactorily, including the creation of nuisance conditions or failure of the irrigation area
to adequately assimilate the wastewater, the Permittee shall take immediate corrective
actions including those actions that may be required by the Division of Water Quality, such
as the construction of additional or replacement wastewater treatment and disposal facilities.
2. The issuance of this permit shall not relieve the Permittee of the responsibility for damages
to surface or groundwaters resulting from the operation of this facility.

3. The residuals generated from these treatment facilities must be disposed in accordance with
General Statute 143-215.1 and in a manner approved by the North Carolina Division of
Water Quality.
4. Diversion or bypassing of the untreated wastewater from the treatment facilities is
prohibited.
5. The following buffers shall be maintained:
a) 400 feet between wetted area and any residence or places of public assembly under
separate ownership,
b) 150 feet between wetted area and property lines,
c) 100 feet between wetted area and wells,
d) 100 feet between wetted area and drainageways or surface water bodies,
e) 50 feet between wetted area and public right of ways,
f) 100 feet between wastewater treatment units and wells, and
g) 50 feet between wastewater treatment units and property lines.
Some of the buffers specified above may not have been included in previous permits for
this waste treatment and disposal system. These buffers are not intended to prohibit or
prevent modifications, which are required by the Division, to improve performance of the
existing treatment facility. These buffers do, however, apply to modifications of the
treatment and disposal facilities which are for the purpose of increasing the flow that is
tributary to the facility. These buffers do apply to any expansion or modification of the
spray irrigation areas and apply in instances in which the sale of property would cause any
of the buffers now complied with, for the treatment and disposal facilities, to be violated.
The applicant is advised that any modifications to the existing facilities will require a permit
modification.
I1. OPERATION AND MAINTENANCE REQUIREMENTS
1. The facilities shall be properly maintained and operated at all times.
2. Upon classification of the facility by the Certification Commission, the Permittee shall
employ a certified wastewater treatment plant operator to be in responsible charge (ORC) of
the wastewater treatment facilities. The operator must hold a certificate of the type and
grade at least equivalent to or greater than the classification assigned to the wastewater
treatment facilities by the Certification Commission. The Permittee must also employ a
certified back-up operator of the appropriate type and grade to comply with the conditions
of Title 15A, Chapter 8A, .0202. The ORC of the facility must visit each Class I facility at
least weekly and each Class II, III, and IV facility at least daily, excluding weekends and
holidays, and must properly manage and document daily operation and maintenance of the
facility and must comply with all other conditions of Title 15A, Chapter 8A, .0202.
3. A suitable vegetative cover shall be maintained over the spray fields and any appropriate
treatment facilities.
4. Inclement weather shall not affect the spray irrigation of wastewater unless the ground is in
a condition that will cause runoff.
5. Adequate measures shall be taken to prevent wastewater runoff from the spray field.
6. The facilities shall be effectively maintained and operated as a non -discharge system to
prevent the discharge of any wastewater resulting from the operation of this facility.
7. The application rate shall not exceed 156 inches per year at an instantaneous application rate
not to allow any runoff, and shall not exceed 300 lbs PAN/ acre/ year.
2

8 . No type of wastewater other than that from Campbell Soup Company's Maxton Plant shall
be sprayed onto the irrigation area.
9. No traffic or equipment shall be allowed on the disposal area except while installation
occurs or while normal maintenance is being performed.
10. Public access to the land application sites shall be controlled during active site use, Such
controls may include the posting of signs showing the activities being conducted at each
site.
MONITORING AND REPORTING REQUIREMENTS
1. Any monitoring (including groundwater, surface water, soil or plant tissue analyses)
deemed necessary by the Division of Water Quality to insure surface and ground water
protection will be established and an acceptable sampling reporting schedule shall be
followed.
2. Adequate records shall be maintained by the Permittee tracking the amount of wastewater
disposed. These records shall include, but are not necessarily limited to, the following
information:
a) date of irrigation,
b) volume of wastewater irrigated,
c) field irrigated,
d) length of time field is irrigated,
e) continuous weekly, monthly, and year-to-date hydraulic (inches/acre) loadings for each
field,
f) weather conditions, and
g) maintenance of cover crops.
3. The effluent from the subject facilities shall be monitored by the Permittee at the point prior
to irrigation every month for the following parameters:
BOD5 TSS Flow
pH TKN Ammonia Nitrate (NH3 as N)
NO2 NO3 Nickel
PAN by Calculation % Solids Zinc
Lead Copper Cadmium
Sodium Phosphorous Magnesium
Calcium
Sodium Adsorption Ratio by Calculation (once per year only)
4. Three (3) copies of all operation and disposal records (as specified in condition III 2) on
Form NDAR-1 shall be submitted on or before the last day of the following month. Three
(3) copies of all effluent monitoring data (as specified in condition III 3) on Form NDMR-I
shall be submitted on or before the last day of the following month. All information shall be
submitted to the following address:
NC Division of Water Quality
Water Quality Section
Facility Assessment Unit
PO Box 29535
Raleigh, NC 27626-0535
3

5. The flow measuring device for influent and effluent wastewater for this facility shall be
calibrated annually. Verification of the calibration shall be supplied with the annual report.
6. A representative annual soils analysis (Standard Soil Fertility Analysis) shall be conducted
of each site receiving residuals in the respective calendar year and the results maintained on
file by the Permittee for a minimum of five years.
The Standard Soil Fertility Analysis shall include, but is not necessarily limited to, the
following parameters:
Acidity Manganese Potassium
Calcium Percent Humic Matter Sodium
Copper Phosphorus Zinc
Magnesium Cation Exchange Capacity pH
Base Saturation (by calculation)
SAR (by calculation)
A report from a recognized "soil scientist" shall accompany the above required analysis to
determine site soils efficiency.
The Standard Soil Fertility Analysis (see above) and an analysis for the following
pollutants shall be conducted once prior to permit renewal on soils. from each site which has
received residuals during the permit cycle.
Nickel Cadmium Lead
7. Three copies of all required monitoring and reporting requirements as specified in
conditions III 5 and III 6 shall be submitted annually on or before March 1 of the following
year to the following address:
NC Division of Water Quality
Water Quality Section
Facility Assessment Unit
PO Box 29535
Raleigh, NC 27626-0535
8. Noncompliance Notification:
The Permittee shall report by telephone to the Fayetteville Regional Office, telephone
number 910/ 486-1541 as soon as possible, but in no case more than 24 hours or on the
next working day following the occurrence or first knowledge of the occurrence of any of
the following:
a. Any occurrence at the wastewater treatment facility which results in the treatment of
significant amounts of wastes which are abnormal in quantity or characteristic, such as
the dumping of the contents of a sludge digester, the known passage of a slug of
hazardous substance through the facility, or any other unusual circumstances;
b. Any process unit failure, due to known or unknown reasons, that renders the facility
incapable of adequate wastewater treatment, such as mechanical or electrical failures of
pumps, aerators, compressors, etc.;
c. Any failure of a pumping station, sewer line, or treatment facility resulting in a by-pass
directly to receiving waters without treatment of all or any portion of the influent to
such station or facility; or
rd

d. Any time that self -monitoring information indicates that the facility has gone out of
compliance with its permit limitations.
Persons reporting such occurrences by telephone shall also file a written report in letter
form within 15 days following first knowledge of the occurrence. This report must outline
the actions taken or proposed to be taken to ensure that the problem does not recur.
IV. GROUNDWATER REQUIREMENTS
1. Monitor wells (W-1, 2, 3, 4, 5, 6, 7, 8, 9, and 10) shall continue to be sampled every
March, July and November for the following parameters:
NO3 NO2
Total Ammonia TSS
TDS TOC
pH Water Level
Chlorides Total Coliforms
Total Phosphorus Sulfates
The measurement of water levels must be made prior to sampling for the remaining
parameters. The depth to water in each well shall be measured from the surveyed point on
the top of the casing.
The measuring points (top of well casing) of all monitoring wells shall be surveyed to
provide the relative elevation of the measuring point for each monitoring well.
If TOC concentrations greater than 10 mg11 are detected in any downgradient monitoring
well, additional sampling and analysis must be conducted to identify the individual
constituents comprising this TOC concentration. If the TOC concentration as measured in
the background monitor well exceeds 10 mgll, this concentration will be taken to represent
the naturally occurring TOC concentration. Any exceedances of this naturally occurring
TOC concentration in the downgradient wells shall be subject to the additional sampling
and analysis as described above.
The results of the sampling and analysis shall be sent to the Groundwater Section, Permits
and Compliance Unit, .P.O. Box 29535 Raleigh, N.C. 27626-0535 on Form GW-59
[Compliance Monitoring Report Form] every April, August, and November.
2. Any additional groundwater quality monitoring, as deemed necessary by the Division, shall
be provided.
3. The COMPLIANCE BOUNDARY for the disposal system is specified by regulations in
15A NCAC 2L, Groundwater Classifications and Standards. The Compliance Boundary is
for the disposal system constructed after December 31, 1983 is established at either (1) 250
feet from the waste disposal area, or (2) 50 feet within the property boundary, whichever is
closest to the waste disposal area. An exceedance of Groundwater Quality Standards at or
beyond the Compliance Boundary is subject to immediate remediation action in addition to
the penalty provisions applicable under General Statute 143-215.6A(a)(1) .
In accordance with 15A NCAC 2L, a REVIEW BOUNDARY is established around the
disposal systems midway between the Compliance Boundary and the perimeter of the
waste disposal area. Any exceedance of standards at the Review Boundary shall require
remediation action on the part of the permittee.
4. No land application of waste activities shall be undertaken when the seasonal high water
table is less than three (3) feet below land surface.
5

V . INSPECTIONS
1. Adequate inspection, maintenance, and cleaning shall be provided by the Permittee to
insure proper operation of the subject facilities.
2. The Perrittee or his designee shall inspect the wastewater treatment and disposal facilities
to prevent malfunctions and deterioration, operator errors and discharges which may cause
or lead to the release of wastes to the environment, a threat to human health, or a nuisance.
The Permittee shall keep an inspection log or summary including at least the date and time
of inspection, observations made, and any maintenance, repairs, or corrective actions taken
by the Permittee. This log of inspections shall be maintained by the Permittee for a period
of three years from the date of the inspection and shall be made available upon request to
the Division of Water Quality or other permitting authority.
Any duly authorized officer, employee, or representative of the Division of Water Quality
may, upon presentation of credentials, enter and inspect any property, premises or place on
or related to the disposal site or facility at any reasonable time for the purpose of
determining compliance with this permit, may inspect or copy any records that must be
maintained under the terms and conditions of this permit, and may obtain samples of
groundwater, surface water, or leachate.
VI. GENERAL CONDITIONS
1. This permit shall become voidable unless the facilities are constructed in accordance with
the conditions of this permit, the approved plans and specifications, and other supporting
data.
2. This permit is effective only with respect to the nature and volume of wastes described in
the application and other supporting data.
3. This permit is not transferable. In the event there- is a desire for the facilities to change
ownership, or there is a name change of the Pennittee, a formal permit request must be
submitted to the Division of Water Quality accompanied by an application fee,
documentation from the parties involved, and other supporting materials as may be
appropriate. The approval of this request will be considered on its merits and may or may
not be approved.
4. Failure to abide by the conditions and limitations contained in this permit may subject the
Permittee to an enforcement action by the Division of Environmental Management in
accordance with North Carolina General Statute 143-215.6(a) to 143-215.6(c).
5. The issuance of this permit does not preclude the Permittee from complying with any and
all statutes, rules, regulations, or ordinances which may be imposed by other government
agencies (local, state, and federal) which have jurisdiction.
6. A set of approved plans and specifications for the subject project must be retained by the
Permittee for the life of the project.
7. The annual administering and compliance fee must be paid by the Permittee within thirty
(30) days after being billed by the Division. Failure to pay the fee accordingly may cause
the Division to initiate action to revoke this permit as specified by 15A NCAC 2H .4205
(c)(4).
8. The Permittee, at least six (6) months prior to the expiration of this permit, shall request its
extension. Upon receipt of the request, the Commission will review the adequacy of the
facilities described therein, and if warranted, will extend the permit for such period of time
and under such conditions and limitations as it may deem appropriate.
G'l

9. Issuance of this permit hereby voids Permit No. WQ0003626 issued November 17, 1994.
Permit issued this the 29th day of July, 1996
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
a- aLoz , -�- 00
A. Preston FKward, Jr., P.Ej Director
Division of Fakironmental Management
By Authority of the Environmental Management Commission
Permit Number WQ0003626
7

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CAMDEN, NEW JERSEY 08103-1799
July 9, 1996
Ms. Carolyn McCaskill
Supervisor - State Engineering Review Group
NCDEHNR
P. 0. Box 29535
Raleigh, North Carolina 27626-0535
Subject: Permit No. WQ0003626
Campbell Soup Company
lllaxton, North Carolina
Q0
Dear Ms. McCaskill:
With regard to your letter dated June 21, 1996, I have reviewed the proposed
changes to the spray irrigation system permit with the appropriate plant personnel J�
and we find the changes to be acceptable, Please incorporate the changes into --
Permit WQ0003626 and forward to us as soon as possible_ •?
4. =
Thank you for your attention regarding this matter. if you need to speak to me y
regarding the permit 1 can be reached at [phone].
Very truly yours,
CAMPRELL SOUP COMPANY
r� i 7 V), ',, r) .
Nancy K. Miller
Environmental Project Engineer
nkmf1516
cc: Mr. G. Dobson, Fayetteville Regional Office
Mr. D. Krupinski
Ms_ L. Sampson
Mr. R- Shober

estate of North Carolina
Department of Environment,
Health and Natural Resources
Division of Environmental Management
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
Mr. A. F. George, VP Manufacturing,
Campbell Soup Company - Maxton Plant
Route 2, Box 98
Maxton, North Carolina 28364
Dear Mr. George:
A&4
IDEHNFi
November 17, 1994
Subject: Permit No. WQ0003626
Campbell Soup Company
Maxton Plant
Wastewater Spray Irrigation
Treatment and Disposal Facilities
Robeson County
In accordance with your application received June 15, 1994, we are forwarding herewith Permit
No. WQ0003626 dated November 17, 1994, to Campbell Soup Company for the continued operation of
the subject wastewater treatment and spray irrigation facilities. This permit is for the renewal of the subject
wastewater treatment and spray irrigation system and the addition of a lime slurry system for pH and
Bacteria control. Please note the new monitoring and reporting requirements contained in this permit.
This permit shall be effective from the date of issuance until October 31, 1999, and shall be subject
to the conditions and limitations as specified therein. Please pay particular attention to the monitoring
requirements in this permit. Failure to establish an adequate system for collecting and maintaining the
required operational information will result in future compliance problems. Issuance of this permit hereby
voids Permit No. WQ0003626 issued February 12, 1994.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the
right to request an adjudicatory hearing upon written request within thirty (30) days following receipt of
this permit, This request must be in the form of a written petition, conforming to Chapter 150B of the
North Carolina General Statutes, and filed with the Office of Administrative Hearings, P.O. Drawer
27447, Raleigh, NC 27611-7447. Unless such demands are made this permit shall be final and binding.
If you need additional information concerning this matter, please contact Mr. John Seymour at
[phone].
Sincerely,
A. PrestaHoward, Jr., P.E.
cc: Robeson County Health Department
Fayetteville Regional Office, Water Quality
Fayetteville Regional Office, Groundwater
Groundwater Section, Jack Floyd
Training and Certification Unit
Facilities Assessment Unit
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT, HEALTH AND NATURAL RESOURCES
RALEIGH
SPRAY IRRIGATION SYSTEM PERMIT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as
amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Campbell Soup Company
Robeson County
FOR THE
construction and operation of a lime slurry system for pH and Bacteria control for the subject wastewater
treatment facility; and the continued operation of a 4.0 MGD spray irrigation treatment and disposal facility
consisting of a parshall flume with flow recorder/totalizer, a mechanical bar screen, six (6) 800 GPM
influent pumps, one four foot 1,064 GPM rotary screen unit, three (3) six foot 1,700 GPM rotary screen
units, a 217,000 gallon capacity dissolved air flotation unit with a 1,471 GPM recycle pump, an air
saturation tank with a 30 SCFM compressor, a 200 GPM grit pump, a 30 GPM scum/grease pneumatic
ejector, a 200 GPM sludge cyclone and 50 CFD classifier, a 23,000 gallon capacity clearwell with six (6)
800 GPM pumps, a spray irrigation pump station with six (6) 800 GPM pumps and high water alarm, six
(6) programmable controller spray irrigation center pivot systems and one (1) solid set irrigation system, a
approximately 334 acres of irrigation fields, emergency standby 8.6 acre land application row and furrow
system for use during power outages only, and all associated piping, valves, controls, monitoring and
sampling equipment and appurtenances to serve the Campbell Soup Company - Maxton Plant with no
discharge of wastes to the surface waters, pursuant tb the application received June 15, 1994, and in
conformity with the project plan, specifications, and other supporting data subsequently filed and
approved by the Department of Environment, Health and Natural Resources and considered a part of this
permit.
This permit shall be effective from the date of issuance until October 31, 1999, and shall be subject
to the following specified conditions and limitations:
I. PERFORMANCE STANDARDS
1. Upon completion of construction and prior to operation of this permitted facility, a
certification must be received from a professional engineer certifying that the lime slurry
system has been installed in accordance with this permit, the approved plans and
specifications, and other supporting materials. Mail the Certification to the Water Quality
Permits and Engineering Unit, P.O. Box 29535, Raleigh, NC 27626-0535.
2. The Fayetteville Regional Office, telephone number 910/ 486-1541 shall be notified at least
forty-eight (48) hours in advance of operation of the installed facilities so that an in -place
inspection can be made. Such notification to the regional supervisor shall be made during
the normal office hours from 8:00 a,m._ untiI 5:00 p.m. on Monday through Friday,
exc u ing State Holidays. - _T-

3 . The spray irrigation facilities shall be effectively maintained and operated at all times so that
there is no discharge to the surface waters, nor any contamination of ground waters which
will render them unsatisfactory for normal use. In the event that the facilities fail to perform
satisfactorily, including the creation of nuisance conditions or failure of the irrigation area
to adequately assimilate the wastewater, the Permittee shall take immediate corrective
actions including those actions that may be required by the Division of Environmental
Management, such as the construction of additional or replacement wastewater treatment
and disposal facilities.
4. The issuance of this permit shall not relieve the Permittee of the responsibility for damages
to surface or groundwaters resulting from the operation of this facility.
5. The residuals generated from these treatment facilities must be disposed in accordance with
General Statute 143-215.1 and in a manner approved by the North Carolina Division of
Environmental Management,
6. Diversion or bypassing of the untreated wastewater from the treatment facilities is
prohibited.
7. The following buffers shall be maintained:
a) 400 feet between wetted area and any residence or places of public assembly under
separate ownership,
b) 150 feet between wetted area and property lines,
c) 100 feet between wetted area and wells,
d) 100 feet between wetted area and drainageways or surface water bodies,
e) 50 feet between wetted area and public right of ways,
f) 100 feet between wastewater treatment units and wells, and
g) 50 feet between wastewater treatment units and property lines.
Some of the buffers specified above may not have been included in previous permits for
this waste treatment and disposal system. These buffers are not intended to prohibit or
prevent modifications, which are required by the Division, to improve performance of the
existing treatment facility. These buffers do, however, apply to modifications of the
treatment and disposal facilities which are for the purpose of increasing the flow that is
tributary to the facility. These buffers do apply to any expansion or modification of the
spray irrigation areas and apply in instances in which the sale of property would cause any
of the buffers now complied with, for the treatment and disposal facilities, to be violated.
The applicant is advised that any modifications to the existing facilities will require a permit
modification.
11. Q ERATION_AND MAINTENANCE REQUIREMENTS
I . The facilities shall be properly maintained and operated at all tames.
2. Upon classification of the facility by the Certification Commission, the Permittee shall
employ a certified wastewater treatment plant operator to be in responsible charge (ORC) of
the wastewater treatment facilities. The operator must hold a certificate of the type and
grade at least equivalent to or greater than the classification assigned to the wastewater
treatment facilities by the Certification Commission. The Permittee must also employ a
certified back-up operator of the appropriate type and grade to comply with the conditions
of Title 15A, Chapter 8A, .0202. The ORC of the facility must visit each Class I facility at
least weekly and each Class II, III, and IV facility at least daily, excluding weekends and
holidays, and must properly manage and document daily operation and maintenance of the
facility and must comply with all other conditions of Title 15A, Chapter 8A, .0202.
3. A suitable vegetative cover shall be maintained over the spray fields and any appropriate
treatment facilities.
2

4. Irrigation shall not be performed during inclement weather or when the ground is in a
condition that will cause runoff.
5. Adequate measures shall be taken to prevent wastewater runoff from the spray field.
6. The facilities shall be effectively maintained and operated as a non -discharge system to
prevent the discharge of any wastewater resulting from the operation of this facility.
7. The application rate shall not exceed 156 inches per year at an instantaneous application rate
not to allow any runoff, and shall not exceed 300 lbs PAN/ acre/ year.
8. No type of wastewater other than that from Campbell Soup Company's Manton Plant shall
be sprayed onto the irrigation area.
9. No traffic or equipment shall be allowed on the disposal area except while installation
occurs or while normal maintenance is being performed.
10. Public access to the land application sites shall be controlled during active site use. Such
controls may include the posting of signs showing the activities being conducted at each
site.
MONITORING AND REPORTING REQUIREMENTS
Any monitoring (including groundwater, surface water, soil or plant tissue analyses)
deemed necessary by the Division of Environmental Management to insure surface and
ground water protection will be established and an acceptable sampling reporting schedule
shall be followed.
2. Adequate records shall be maintained by the Permittee tracking the amount of wastewater
disposed. These records shall include, but are not necessarily limited to, the following
information:
a) date of irrigation,
b) volume of wastewater irrigated,
c) field irrigated,
d) length of time field is irrigated,
e) continuous weekly, monthly, and year-to-date hydraulic (inches/acre) loadings for each
field,
f) weather conditions, and
g) maintenance of cover crops.
3. The effluent from the subject facilities shall be monitored by the Pennittee at the point prior
to irrigation every month for the following parameters:
BOD5
Fecal Coliform
TKN
NO2
PAN by Calculation
Lead
Nickel
Cadmium
Phosphorous
Calcium
Flow
TSS
pH
Ammonia Nitrate (NH3 as N)
NO3
% Solids
Copper
Zinc
Sodium
Magnesium
Sodium Adsorption Ratio by Calculation
3

4. Three (3) copies of all operation and disposal records (as specified in condition I112) on
Form NDAR-1 shall be submitted on or before the last day of the following month. Three
(3) copies of all effluent monitoring data (as specified in condition 1113) on Form NDMR-1
shall be submitted on or before the last day of the following month. All information shall be
submitted to the following address:
NC Division of Environmental Management
Water Quality Section
Facility Assessment Unit
PO Box 29535
Raleigh, NC 27626-0535
5. The flow measuring device for influent and effluent wastewater for this facility shall be
calibrated annually. Verification of the calibration shall be supplied with the annual report.
6. A representative annual soils analysis (Standard Soil Fertility Analysis) shall be conducted
of each site receiving residuals in the respective calendar year and the results maintained on
file by the Permittee for a minimum of five years.
The Standard Soil Fertility Analysis shall include, but is not necessarily limited to, the
following parameters:
Cadmium Manganese Potassium
Calcium Percent Humic Matter Sodium
Copper pH Zinc
Magnesium Phosphorus Nickel
Lead Dioxin (2, 3, 7, 8 TCDD)
SAR (by calculation)
% Base Saturation (by calculation)
Cation Exchange Capacity
A report from a recognized "soil scientist" shall accompany the above required analysis to
determine site soils efficiency.
7. Three copies of all required monitoring and reporting requirements as specified in
conditions 1115 and 1116 shall be submitted annually on or before March 1 of the following
year to the following address:
NC Division of Environmental Management
Water Quality Section
Facility Assessment Unit
PO Box 29535
Raleigh, NC 27626-0535
5. Noncompliance Notification:
The Permittee shall report by telephone to the Fayetteville Regional Office, telephone
number 910/ 486-1541 as soon as possible, but in no case more than 24 hours or on the
next working day following the occurrence or first knowledge of the occurrence of any of
the following:
a. Any occurrence at the wastewater treatment facility which results in the treatment of
significant amounts of wastes which are abnormal in quantity or characteristic, such as
the dumping of the contents of a sludge digester, the known passage of a slug of
hazardous substance through the facility, or any other unusual circumstances;
4

b. Any process unit failure, due to known or unknown reasons, that renders the facility
incapable of adequate wastewater treatment, such as mechanical or electrical failures of
pumps, aerators, compressors, etc.;
c. Any failure of a pumping station, sewer line, or treatment facility resulting in a by-pass
directly to receiving waters without treatment of all or any portion of the influent to
such station or facility; or
d. Any time that self -monitoring information indicates that the facility has gone out of
compliance with its permit limitations.
Persons reporting such occurrences by telephone shall also file a written report in letter
form within 15 days following first knowledge of the occurrence. This report must outline
the actions taken or proposed to be taken to ensure that the problem does not recur.
IV. GROUNDWATER REQUIREMENTS
1. Monitor wells (W-1, 2, 3, 4, 5, 6, 7, 8, 9, and 10) shall continue to be sampled every
March, July and November for the following parameters:
NO3 NO2
Total Ammonia TSS
TDS TOC
pH Water Level
Chlorides Total Coliforms
Total Phosphorus Sulfates
The measurement of water levels must be made prior to sampling for the remaining
parameters. The depth to water in each well shall be measured from the surveyed point on
the top of the casing.
The measuring points (top of well casing) of all monitoring wells shall be surveyed to
provide the relative elevation of the measuring point for each monitoring well.
If TOC concentrations greater than 10 mgll are.detected in any downgradient monitoring
well, additional sampling and analysis must be conducted to identify the individual
constituents comprising this TOC concentration. If the TOC concentration as measured in
the background monitor well exceeds 10 mgll, this concentration will be taken to represent
the naturally occurring TOC concentration. Any exceedances of this naturally occurring
TOC concentration in the downgradient wells shall be subject to the additional sampling
and analysis as described above.
The results of the sampling and analysis shall be sent to the Groundwater Section, Permits
and Compliance Unit, P.Q. Box 29535 Raleigh, N.C. 27626-0535 on Form GW-59
[Compliance Monitoring Report Form] every April, August, and November.
2. Any additional groundwater quality monitoring, as deemed necessary by the Division, shall
be provided.
3. The COMPLIANCE BQUNDARY for the disposal system is specified by regulations in
15A NCAC 2L, Groundwater Classifications and Standards. The Compliance Boundary is
for the disposal system constructed after December 31, 1983 is established at either (1) 250
feet from the waste disposal area, or (2) 50 feet within the property boundary, whichever is
closest to the waste disposal area. An exceedance of Groundwater Quality Standards at or
beyond the Compliance Boundary is subject to immediate remediation action in addition to
the penalty provisions applicable under General Statute 143-215.6A(a)(1).
9

In accordance with 15A NCAC 2L, a REVIEW BOUNDARY is established around the
disposal systems midway between the Compliance Boundary and the perimeter of the
waste disposal area. Any exceedance of standards at the Review Boundary shall require
remediation action on the part of the permittee.
4. No land application of waste activities shall be undertaken when the seasonal high water
table is less than three (3) feet below land surface.
V . INSPECTIONS
1. Adequate inspection, maintenance, and cleaning shall be provided by the Permittee to
insure proper operation of the subject facilities.
2. The Permittee or his designee shall inspect the wastewater treatment and disposal facilities
to prevent malfunctions and deterioration, operator errors and discharges which may cause
or lead to the release of wastes to the environment, a threat to human health, or a nuisance.
The Permittee shall keep an inspection log or summary including at least the date and time
of inspection, observations made, and any maintenance, repairs, or corrective actions taken
by the Permittee. This log of inspections shall be maintained by the Permittee for a period
of three years from the date of the inspection and shall be made available upon request to
the Division of Environmental Management or other permitting authority.
3. Any duly authorized officer, employee, or representative of the Division of Environmental
Management may, upon presentation of credentials, enter and inspect any property,
premises or place on or related to the disposal site or facility at any reasonable time for the
purpose of determining compliance with this permit, may inspect or copy.any records that
must be maintained under the terms and conditions of this permit, and may obtain samples
of groundwater, surface water, or leachate.
VI. GENERAL CONDITIONS
This permit shall become voidable unless the facilities are constructed in accordance with
the conditions of this permit, the approved plans and specifications, and other supporting
data.
2. This permit is effective only with respect to the nature and volume of wastes described in
the application and other supporting data.
3. This permit is not transferable. In the event there is a desire for the facilities to change
ownership,'or there is a name change of the Permittee, a formal permit request must be
submitted to the Division of Environmental Management accompanied by an application
fee, documentation from the parties involved, and other supporting materials as may be
appropriate. The approval of this request will be considered on its merits and may or may
not be approved.
4. Failure to abide by the conditions and limitations contained in this permit may subject the
Permittee to an enforcement action by the Division of Environmental Management in
accordance with North Carolina General Statute 143-215.6(a) to 143-215.6(c).
5. The issuance of this permit does not preclude the Permittee from complying with any and
all statutes, rules, regulations, or ordinances which may be imposed by other government
agencies (local, state, and federal) which have jurisdiction.
6. A set of approved plans and specifications for the subject project must be retained by the
Permittee for the Iife of the project.
0

7. The annual administering and compliance fee must be paid by the Permittee within thirty
(30) days after being billed by the Division. Failure to pay the fee accordingly may cause
the Division to initiate action to revoke this permit as specified by 15A NCAC 2H .0205
(c)(4).
S . The Permittee, at least six (6) months prior to the expiration of this permit, shall request its
extension. Upon receipt of the request, the Commission will review the adequacy of the
facilities described therein, and if warranted, will extend the permit for such period of time
and under such conditions and limitations as it may deem appropriate.
9. Issuance of this permit hereby voids Permit No. WQ0003626 issued February 12, 1992.
Permit issued this the 17th day of November, 1994
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
A. Preston oward, Jr., P.C., Director / `I
Division of Environmental Management
By Authority of the Environmental Management Commission
Permit Number WQ0003626
7

Permit No. WQ0003626
November 17, 1994
ENc.INEE,2's CEItTIFTCATION
1, , as a duly registered Professional Engineer in the State of North
Carolina, having been authorized to observe (periodically, weekly, full time) the construction of the
project, , for the
Project Name Location
Permittee hereby state that, to the best of my abilities, due care and diligence was used in the observation
of the construction such that the construction was observed to be built within substantial compliance and
intent of this permit, the approved plans and specifications, and other supporting materials.
Signature
Date
Registration No.

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RATING SCALE FOR CLASSIFICATION OF WATER POLLUTION CONTROL SYSTEMS
Name cf Facility:
Owner or Contact
Mailing Address:
County: - �'c� es�
Telephone:
Present Classification: —
New Facility
Existing Facility
NPDES Per. No. NCOO Nondisc. Per. No.WQ
Health Dept.Per No.
Rated by:
Telephone:
Date:
Reviewed by:
Health Dept.
Telephone:
Regional Office
Telephone:
Central Office
Telephone:
ORC: A2 <— � _
Grade:
Telephone:
Check Classification(s): Subsurface
Spray Irrigation
Land Application
Wastewater Classification: (Circle One) 1
Il 111 IV
Total Points:
iti :\I �'r,� :! 1 : : 1 f �►Ila� +ate. ;ru=►1 ►!a �'*:: :\ ►11�.:: ::1 r \� � is �/��� Lr\ !�: \�
��.►� :. 1 1: :1 \i 3w Irl ti i�� �.. �1 iil� Ala 1:1,. *S ►. \: i�h
SUBSURFACE CtALSStFICATION
(check all units that apply)
1. septic tanks
2. pump tanks
3. siphon or pump -dosing systems
4_-_ - _ sand filters
5_ grease traprinterceptor
6. oillwater separators
7_ gravity subsurface treatment and disposal:
8. pressure subsurface treatment and disposal:
SPRAY IRPJGATION CLASSIFICATION
(check all its that apply)
1.preliminary treatment (definition no. 32 }
2. lagoons
3, septic tanks
4. mp tanks
5. pumps
6. sand filters
7. grease trap/interceptor
8. oil/water separators
9_ disinfection
10. emical addition fer nutrientlalgae control
11. c spray irrigation of wastewater
In addition to the above classifications, pretreatment pf wastewater In excess of these components shrill
be rated using the point rating system and will require an operator with an appropriate dual certificatlon.
LAND APPLICATION/RESIDUALS CLASSIFICATION (Applies only to permit holder)
1. Land application of biosolids, residuals or contaminated soils on a designated site.
WASTEWATER TREATMENT FAC L1 YCLASSIFICATION
The following systems shall be assigned a Class I classification, unless the flow is of a significant quantity or the technology is unusually
complex, to require consideration by the Commission on a case -by -case basis: (Check it Appropriate)
1. Oil/water Separator Systems consisting only of physical separation, pumps and disposal;
2. Septic TanWSand Fiher Systems consisting only of septic tanks, dosing apparatus, pumps,sand filters, disinfection
and direct discharge;
3. Lagoon Systems consisting only of preliminary treatment, lagoons, pumps, disinfection, necessary chemical treatment for
algae or nutrient control, and direct discharge;
4. Closed -loop Recycle Systems;
5. Groundwater Remediation Systems consisting only of oilfwater separators, pumps, air -stripping, carbon adsorption, disinfection
and dispo ,.1;
6. Aquacufture operations with discharge to surface waters;
7_ Water Plant sludge handling and back -wash water treatment;
9. Seafood processing consisting of screening and disposal.
9. Single-family discharging systems, with the exception of Aerobic Treatment Units, will be classified if permitted after July 1,
1993 or if upon inspection by the Division, it is found that the system is not being adequately operated or maintained. Such
systems will be notified of the classification or reclassification by the Commission, In writing.

The following scale is used for rating wastewater treatment facilities: (circle appropriate points)
REM POINTS
(1) Industrial Pretreatment Units or Industrial Pretreatment Program (see definition No. 33)...................................................4
(2) DESIGN
FLOW OF PLANT IN gpd [not applicable to non -contaminated cooling waters, sludge handling facilities for
water purification plants, totally closed cycle systems(see definition No. 11), and facilities consisting only of item
(4)(d)
or Items (4)(d) and (11)(d)]
0 - 20,000..................................................................................................................I.............................1
20,001 - 50,000......................................................................................................................................2
50,001 - 100.000.....................................................................................................................................3
100,001 - 250,000...................................................................................................................................4
250,001 - 500,000...................................................................................................................................5
500.001 - 1,000,000................................................................................................................................a
1,000,001 - 2,000,Q00...........................................................................................................................10
2.000,001 (and up) rate t point additional for each 200.000 gpd capacity up to a maximum of .................30
Design Flow (gpd)
(3) PRELIMINARY UNITS1PROCESSES (sea doflMlon No.32)
(a)
Bar Screens..............................................................................................................................................1
(b)
or
Mechanical Screens, Static Screens or Comminuting Devices..........................................................................2
(c)
Grit Ramovat..............................................................................................................................................1
or
(d)
Mechanical or Aerated Grit Removal.............................................................................................................2
(e)
Flaw Measuring Device................................................................................................................................1
or
(f)
Instrumented Flow Measurement................................................................................................................2
(g)
Preaeration...............................................................................................................................................2
(h)
Influent Flow Equalization...........................................................................................................................2
(I)
Grease or Od Separators - Gravity.................................................................................................................2
Mechanical.................................................................................................................................................3
Dissolved Air Flotation........................................................................................................._......................8
())
Prechlorinatlon..........................................................................................................................................5
(4) PRIM4RYTREATMENTUNITS+PROCESSES
(a)
Septic Tank (see definition No. 43)............................................................................................................2
(b }
Imhoff Tank...............................................................................................................................................5
(c)
Primary Clarlfiers..................................... ._...................................................................................................5
(d)
Setiling Ponds or Settling Tanks for inorganic Nontoxic Materials (sludge handling facilities for water
purification plants, sand, gravel, stone, and other mining operation's except recreational activities such as gem
orgold mining)........................................................................................................................................2
(5) SECONDARYTAEATMENT UNIT&PROCESSF.S
(a)
Carbonaceous Stage
(i} Aeration -High Purity Oxygen System ...................................................... ..._................... 0
Diffused Air System.......................................................................................................1 0
Mechanical Air System (fixed, floating or rotor) ....................................................... .......... A
SeparateSludge Reaeratlon.............................................................................................3
Trickling Filter
HighRate.......................................................................................................................7
StandardRate...............................................................................................................5
PackedTower................................................................................................................4
(lit) Biological Aerated Filter or Aerated Biological Filter............................................................1 0
(IvJ Aerated Lagoons..........................................................................................................10
(v) Rotating Biological Contactors ......................................................................................10
(VI) Sand Filters -Intermittent biological..................................................... _........................... 2
Recirculatingbiological.....................................................................................................3
(viI) Stabilization Lagoons....................................................................................................5
(vill) Clartfler...........................................................................................................................5
(Ix) Single stage system for combined carbonaceous removal of SOD and nitrogenous removal by
nitrification (see definition No. 12)(Points for this Rem have to be in addition to hems
(5)(a)(I) through (5)(a)(viii),
utilizing the extended aeration process (see definition No.3a)...........................................2
utilizing other than the extended aeration process ....... .... _.................. ........................... a
(x) Nutrient additions to enhance SOD removal......................................................................5
(xi) Biological Culture ('Super Bugs')addRlon........................................................................5
(b)
Nitrogenous Stage
(ly Aeration - High Purity Oxygen System............................................................................20
Diffused Air System.................................................................................................I.....10
Mechanical Air System (fixed, floating or rotor) ........... ...._.,...............................................8
SeparateSludge Reaeration.............................................................................................3
{ll) Trickling Fllter--High Rate...................................................................................................7
Standard Rate...............................................................................................................4
.Packed Tower................................................................................................................5
(Ili) Biological Aerated Flier or Aerated Biological FlRer........ ............ ..... ..._... ......... . ... _......10
(Iv) Rotating Biological Contactors......................................................................................10
(v) Sand FIRer - latermitient blologlcal..................................................................................2
Recirculating biological....................................................................................................3
{vi) Clarifier..........................................................................................................................5
(B) TERTIARY OR ADVANCED TREATMENT I.Nr WFK)CESSES
(a)
Activated Carbon Bads -
without carbon regeneration...................................................................................................5
withcarbon regeneration............................................................................................._.........15
(b)
Powdered or Granular Activated Carbon Feed -
without carbon regeneration.................................................................................................5
withcarbon regeneration .................................. 1 5
(c)
Air stripping ............. ............................................................................................................... 5
..... ..... ............
(d)
Denitrificatlon Process .:.......... ..... ........... -... ........... ...................... ........--............-............ ........ .-.....-..1 0
""'...
(a)
Electrodlalysis............................................................................................................................................5
(f)
Foam Separation ........................................................................................................................................5
(g)
Ion Exchange.............................................................................................................................................5
(h)
Land Application of Treated Effluent (see definition No. 221D,) (not applicable for sand, gravel, stone
and other similar mining operations) by high rate infiltration ................................ ................. ... ................... 4
(1)
Microscreens..............................................................................................................................................5
(1)
Phosphorous Removal by Biological Processes (See definition No. 26)........................................................20
(k)
Polishing Ponds - without aeration ................ ..................................................................... .......................
withaeration ................................................................................................................5

(i) Post Aeration - cascade..............................................................................................................................0
diffusedor mechanical........................................................................................................2
(m) Reverse Osmosis...................................................................................................................5
(n) sand or Mixed -Media Filters - low rate ............ ............................................................................................. 2
hightale.. ................ ..................................... ............. 5
(a) Treatment processes for removal of metal or cyanide...................................................................................15
(p) treatment processes for removal of toxic materials other than metal or cyanide ........................................ ..... i s
(7)
SLUDGETREATMENT
(a)
Sludge Digestion Tank - Heated (anaerobic)... .......................................................10
Aerobic..............................................................................................................................................5
Unhealed(anaerobic)......................................................................................................................13
(b)
Sludge Stabilization (chemical or thermal)....................................................................................................5
(c)
Sludge DryingBeds -Gravity............................................................ ........................................................-.2
VacuumAssisted ............................................... .......................................................................................5
(d)
Sludge Eluldallon.........................................................................................................................5
(a)
Sludge Conditioner (chemical or thermal)....................................................................................................5
(1)
Sludge Thickener (gravity).........................................................................................................................5
(g)
Dissolved Air Flotation Unit [not applicable to a unit rated as(3)(1)1 .............................................................8
(h)
Sludge Gas Utilization (including gas storage).............................................................................................2
(€)
Sludge Holding Tank - Aerated...................................................................................................................4
Norserated ...............................................................2
(j}
Sludge Incinerator (not Including activated carbon regeneration) ................................................ ................ l a
(k)
Vacuum Filter, Centrifuge, or Rher Press or other similar dewatering devices...................................................10
(8)
RESIDUALS U TILIZATIONIOISPOSAL (including incinerated ash)
(a)
Lagoons..............................:............._.....................................................................................................2
(b)
Land Application (surface and subsurface) (see definition 22a)
by contracting to a land application operator or tandlill operator who holds the land application permit
orlandfill permit ...................... ....................................... .......... ............................ ......................................
(c)
Dedicated Landfill (burial) by the parmittee of the wastewater treatment facility ..............................................5
(9 }
DIStl�E=61
(a)
Chlorination .............................................. ............................_..................................................................5
(b)
Dechlorination...........................................................................................................................................5
(c)
Ozone ..................... ..............................................................................................................5
(d)
Radiation..................................................................................................................................................5
(1 0)
CHEMICAL ADDITION SYSTEM(S) ( see definition No. 9) [not applicable to chemical add€tion$ rated as tram (3)(j),
(5)(a)(xi),
(6)(a), (6)(b). (7)(b), (7)(e), (9a), (9)(b) or (9)(c) 5 points each:
List....................................................................................................................................5
...................................................................................................................... ............ S
........................................................................................................................I..........5
............................................................................................................................1........ 5
(1 1) MISCELLANEOUS UNfT'S PROCESSES
(a)
Holding Ponds, Holding Tanks or Settling Ponds for Organic or Toxic Materials Including wastes from mining
Operations containing nitrogen or phosphorus compounds in amounts significantly greater than Is common
fordomestic wastewater............................................................................................................................4
(b)
Effluent Flow Equalization (not applicable to storage basins which are Inherent In land application systems).._.2
(c)
Stage Discharge (not applicable to storage basins Inherent in land application systems}......._ .... . .......... 5
(d)
Pumps......................................................................................................................................................3
(a)
Stand -fay Power Supply................................................................................... .3 .........................................
(1)
Thermal Pollution Control Device.................................................................................................................3
TOTAL POINTS..........................................................................
CLAA SIF€CATICN
Classt...........................................................................................................5-25 Points
ClassIf.........................................................................................................26.50 Points
Class19........................................................................................................51-65 Points
ClassN.................... .... ................. ...................................... ..................... ...till -Up Points
----------------------------------------------------
Facilities having a rating of one through tour points. Inclusive, do not require a certified operator.
Facilities having an activated sludge process will be assigned it minimum ciasstflcation of Class II.
Facilities having treatment processes for the removal of metal or cyanide will be assigned a minimum classification of Class 11.
Facilities having treatmerg processes for the biological removal of phosphorus will be assigned a minimum classification of Class ill.
A004 DEFINITIONS
The following definitions shall apply throughout this Subchaptar.
(1) Activated Carbon Beds. A phyefcallchamical method for reducing soluble organic malarial Irom wastewater effluent; The column -type beds used in this
method wiil have a flow tale varying from two to eight gallons per minute per square toot and may be either upflow or downflow carbon beds. Carbon may or
may not be regenerated on the wastewater treatment plant she;
(2) Aerated Lagoons. A basin in which all solids are malnta€ned In suspension and by which biological oxidation or organic matter is reduced through artificially
accelerated transfer of oxygen on a flow -through basis;
(3) Aeration. A process of bringing about Inilmate contact between air or high purity oxygen In a liquid by spraying, agitation or diffuslon;(3a) Extended
Aeration. An activated sludge process utilizing a minimum hydraulic detention time of 18 hours.
(4) Agrfculturally managed site. Any site on which a crop Is produced, managed, and harvested (Crop Includes grasses, grains, trees, etc.);
(5) Air Stripping. A process by which the ammonlum ion Is first converted to dissolved ammonia (pH adjustment) with the ammonia then released to the
atmosphere by physical means; or other similar processes which remove petroleum products such as benzene, toluene, and xylorre;
(6) Carbon Regeneration. The regeneration of exhausted carbon by the use of a furnace to provide extremely high temparaiures which volatilize and oxidize the
absorbed Impurities-,
(7) Carbonaceous Stage. A stage of wastewater treatment designed to achieve 'secondary` effluent limits;
(8) Centrifuge. A mechanical device In which centrifugal force is used to separate solids from liquids or to separate liquids of different densNas;
(9) Chemical Addition Systems- The addition of chemicals) to wastewater at an application point for purposes of Improving solids removal, pH adjustment,
alkalinity control, etc.; the capability to experiment with different chemicals and different applicatlon points to achieve a specific result will be considered one
system; the capability to add chemical(s) to dual units will be rated as one system; capability to add a chemical at a different application points for different
purposes will result In the systems being rated as separate systems;
(10) Chemtcaf Sludge Conditioning. The addition of a chemical compound such as time, ferric chloride, or a polymer to wet sludge to coalesce the mass prior to
its application to a dewatering device;
(11) Closed Cycle Systems. Use at holding ponds or holding tanks for containment of wastewater containing inorganic, non -toxic materials from sand, gravel,
crushed stone or other similar operations. Such systems shall carry a maximum of two points regardless of pumping facilities or any other appurtenances;
(12) Combined Removal of Carbonaceous BOD and Nitrogenous Removal by Nitrilicatlon- A single stage system required to achieve permit effluent limits an BOD
and ammonia nitrogen within the same biological reactor,
(13) Dochlorinatlon. The partial or complete reduction of residual chlorine in a liquid by any chemical or physical process;
(14) Dsnitrificaflon Process. The conversion of nitrate -nitrogen to nttroaan aas!

(15) Electrodlalysis. Process for removing Ionized salts from water through the use of Ion -selective Ion -exchange membranes;
(16) Finer Press, A process operated mechanically for partially dewatering sludge;
(17) Foam Separation. The planned frothing of wastewater or wastewater effluent as a means of removing excessive amounts of detergent materials through
the Introduction of air in the form of line bubbfas; also called foam fractionation;
(18) Grlt Removal. The process of removing grit arid other heavy mineral matter from wastewater;
(19) Imhoff Tank. A deep two story wastewater tank consisting of an upper sedimentation chamber and a lower sludge digestion chamber.
(20) Instrumerried Row Measurement. A device which Indicates and records rate of flow;
(21) Ion Exchange. A chemical process in which ions from two different molacules are exchanged;
(22) Land application_
(a) Sludge Disposal. A Mal sludge disposal method by which wet sludge may be applied to land either by spraying on the surface or by subsurface injection
V.e., chisel plow); [not applicable for types of sludge described In (11) of this Rule];
(b) Treated Effluent. The process of spraying treated wastewater onto a land area or other methods of application of wastewater onto a Sand area as a
means of final disposal or treatment;
(23) Microscreen. A low speed, continuously back -washed, mtating drum filter operating under gravity conditions as a polishing method for removing
suspended solids from effluent;
(24) Nitrification Process. The biochemical conversion of unoxldized nitrogen (ammonia and organic nhrugen) to oxidzed nitrogen (usually rt#trate);
(25) Nitrogenous Stage. A separate stage of wastewater treatment designed for the speclfic purpose of converting ammonia n'trogen to nitrate rdtrogen;
(26) Phosphate Removal, Biological. The removal of phosphorus from wastewater by an oxldanoxic process designed to enhance luxury uptake of phosphorus
by the microorganisms;
(27) Pollshing Pond. A holding pond following secondary treatmerd with sufflclent detention time to allow settling of finely suspended solids;
(28) Post AeratlorL Aeration following conventional cacandary treatment units to Increase affluent D.O. or for any other purpose;
(29) Post Aeration. (Cascade) A polishing method by which dissolved oxygen Is added to the oflluert by a nonmechaniral, gravity means of flowing down a
series of steps or weirs; The flow occurring across the stops or weirs moves In a fairly thin layer and the operation of the cascade requires no operator
adjustment; thus, zero points are assigned even though this is an essential step la meeting the limits of the discharge permit;
(30) Powdered to Granular Activated Carbon Feed. A biophysical carbon process that utilizes blotoglcai activity and organic absorption by using powdered or
granular activated carbon; Virgin or regenerated carbon Is feed controlled Into the system;
(31) PrsaeraliorL A tank constructed to provide aeration prior to primary treatment;
(32) Preliminary Units. Unif operations In the treatment process, such as screening and comminution, that prepare the liquor for subsequent major operations;
(33) Industrial Pretreatment.
(a) Pre-treatment Unit, industrial, The conditioning of a waste at its source before discharge, to remove or to neutralize substances Injurious to sewers and
treatment processes or to effect a partial reduction In load on ilia treatment process which is operated by the same governing body as the wastewater
treatment plant being rated;
b) Pre-treatment Program, induslydal - must be a Stale or EPA required program to receive points on the rating sheet;
(34) Primary Clarifiers. The first settling tanks through which wastewater Is passed in a treatment works for the purpose of removing settleable and suspended
solids and SOD which Is associated with the solids;
(35) Pumps. All influent, effluent and in -plant pumps;
(36) Radiation. Disinfection or sterilization process utilizing devices emitting ultraviolet or gamma rays;
(37) Reverse Osmosis. A treatment process In which a heavy contaminated ilquid Is pressurized through a membrane forming nearly pure liquid free from
suspended solids;
(38) Rotating Biological Contractors. A fixed bWogicad growth process in which wastewater flows through tanks in which a series of partially submerged circular
Surfaces are rotated;
(39) Sand Filters:
(a) Intermittent Biological. Filtration of effluent following septic tanks, lagoons, or some other treatment process In which further b[odecomposltion Is
expected to produce desired effluents; Hydraulic loading rates on those litters are computed In gpolac and have a resulting low gpmisl (less than one):
b) Recirculating biological - the same type of sand fitter as defined in Subparagraph (39) (a) of this Rule with the added capability to recycle effluent back
through the sand finer,
(4-0) Sand or Mixed -Media Filters. A polishing process by which off€uent [Emits are achieved through a further reduction of suspended solids;
(a) low rate -- gravity, hydraulically loaded finer with leading rates In the one to three gpmrsf range;
(b) high rate — a pressure, hydraulically loaded finer with loading rates in the live gprrVd range; At any rate, the leading rate will exceed three gpnvsf;
(41) Secondary Clarifiers. A tank which follows the biological unit of treatment plant and which has the purpose of removing sludges associated with the
biological treatment units;
(42) Separate Sludge Reaeration. A part of the contact stabilization process where the activated sludge Is transferred to a lank and aerated before returning It
to the contact basin;
(43) Septic Tank A single -story settling lank In which settled sludge Is In contact with the wastewater flawing through the tank; shall not be applicable for
septic tank systems serving single family residences having capacity of 2.000 gallons or less which discharge to a nilmicalion field;
(44) Sludge Digestion. The process by which organic or volatile matter and sludge is gasifled, Ilquefled, mineralized or converted into more stable organic matter
through the activity of living organisms, which Includes aerated holding tanks;
(45) Sludge Drying Beds. An area comprising natural or artificial layers of porous materials upon which digested sewage sludge is dried by drainage and
evaporation;
(46) Sludge Eluldallon. A process of sludge condiloning in which certain constluents are removed by successive washings with fresh water or plant effluent;
(47) Sludge Gas I.A llzatiort. The process of using sewage gas for the purpose o1 heating buildings, driving engines, etc.;
(48) Sludge Holding Tank (Aerated and Nonaorated). A tank utlllzed for small wasttrwater treatment plants not containing a digester in which sludge may be
kept fresh, and supernatant withdrawn prior to a drying method (I.e. sludge drying beds); This may be done by adding a small amount of air simply to keep the
sludge fresh, but not necessarily an amount that would be required to achieve stabilization of organic matter. A nonaerwed tank would simply be used to
decant sludge prior to dowatering and would not allow long periods (several days of detention) without resulting odor problems;
(49) Sludge Incinerators. A furnace designed to bum sludge and to remove all moisture and combustible materials and reduce the sludge to a sterile ash;
(50) Sludge Stabilization (Chemical or Thermal}. A process to make treated sludge less odorous and putrescible, and to reduce the pathogenic organism
content; This may be done by pH adjustment, chlorine dosing, or by hem treatment;
(51) Sludge Thickener. A type of sedimentation tank In which the sludge Is permlled to settle and thicken through agitation and gravity;
(52) Stabilization lagoon. A type of oxidation lagoon In which biological oxidation of organic matter is efiecled by natural transfer of oxygen to the water from
air (not a polishing pond);
(53) Stand -By Power Supply. On site or portable electrical generating equipment;
(54) Static Screens_ A stationary screen designed to reprove solids, including nor biodegradable particulate (lfoalablo solids, suspended solids and BOD
reduction) from municipal and industrial wastewater treatment systems;
(55) Tertiary Treatment. A stage of treatment following secondary which is primarily for the purpose of effluent polishing; A settling lagoon or sand or coal filler
might be employed for this purpose;
(56) Thorrnal Pollution Control Device. A device providing for the transler of hoar from a fluid flowing in tubes to another livid outside the tubes, or vice versa;
or other means of regulating liquid temperatures;
(57) Thermal Sludge Condltloner. A condflloning process by which heat Is added for a protracted period of time to Improve the dowaterabllfty of sludge by the
solubilizing and hydraulfzing of the smaller and more highly hydrated sludge parilcles;
(58) Toxic Materials- Those wastes or combinations of wastes, lncluding disease -causing agents which after discharge and upon exposure, ingestion, inhalation
or assimilation Into any organism, either directly from the environment or indirectly by Ingestion through food chains, will cause death, disease, behavioral
abnormalities, cancer, genetic mutations, physiological malfunctions (Including malfunctions In reproduction) or physical deformatlons, in such organisms or their
offspring; Toxic materials include, by way of Illustraticn and not Ilmitatlon: lead, cadmium, chromium, mercury, vanadium, arsenic, zinc, odho-nhro-chlorobenzene
(dNCB), polychiorfnated blphenyls (PCBs) and dichlorodiphenyl trlcNoroethane (DDT); and any other materials that have or may hereafter be determined to have
toxic propertles;
(59) Trickling Finer. A biological treatment unit consisting of a material such as broken stone or rock over which wastewater Is distnbuted; A high rate trickling
fitter Is one which operated at between 10 and 30 mgd per acre. A low We 1rICIOng filer Is one which is designed to operate at one to four mgd per acre;
(60) 'trickling Finer (Packed Tower). A plug flow type of operation in which wastewater flows down through successive layers of media or fl4rate material; Organic
material Is removed cvrttnually by the active biological fixed growth In each successive layer. This method may produce "secondary' qualtty effluent, or may be
adapted to produce a nitrified effluent;
(61) Vacuum Finer, Cantrifugos. or Fitter Presses. Devices which are deslgn®d to remove excess water from 0hor digested or undigested sludge prior to disposal
or further treatmenL

State of North Carolina
Department of Environment, Health and Natural Resources
Division of Environmental Management
512 North Salisbury Street • Raleigh, North Carolina 27611
James G. Martin, Governor George T. Everett, Ph.D
William W. Cobey, Jr., Secretary Director
February 12, 1992
Mr. Dennis Krupinski, Plant Manager
Campbell Soup Company, Maxton Plant
Route 2, Box 98
Maxton, North Carolina 28364
Subject: Permit No. WQ0003626
Campbell Soup Company
Maxton Plant
Spray Irrigation Wastewater
Treatment and Disposal Facilities
Robeson County
Dear Mr. Krupinski
In accordance with an amendment request dated November 20, 1990, we are forwarding herewith
Permit No. WQ0003626 dated February 12, 1992 to Campbell Soup Company for the continued operation
of the subject spray irrigation wastewater treatment and disposal facility to serve Campbell Soup
Company's Maxton Plant. This amendment corrects the permit by deleting the reference to two grease
kettles in the permit description, changing the reference made to three center pivots, to two center pivots
and one solid set system, and extending the expiration date from February 29, 1993 to February 29, 1995.
This permit shall be effective from the date of issuance until February 29, 1995, shall hereby void
Permit No. WQ0003626 issued October 22, 1990, and shall be subject to the conditions and limitations as
specified therein. Please pay particular attention to the monitoring requirements in this permit. Failure to
establish an adequate system for collecting and maintaining the required operational information will result
in future compliance problems.
I£ any parts, requirements, or limitations that have been changed by this amendment and which are
contained in this permit amendment are unacceptable to you, you have the right to request an adjudicatozy
hearing upon written request within 30 days following receipt of this permit. This request must be in the
form of a written petition, conforming to Chapter 150B of North Carolina General Statutes, and filed with
the Office of Administrative Hearings, P.O. Drawer 27447, Raleigh, NC 27611-7447, Unless such
demands are made this permit amendment shall be final and binding.
Regional Offices
Asheville Fayetteville Mooresville Raleigh Washington Wilmington Winston-Salem
704/251-6208 919/486-1541 704/663-1699 919/733-2314 919/946-6481 919/395-3900 919/896-7007
Pollution Prevention Pays
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone]
An Equal Opportunity Affirmative Action Employer

If you need additional information concerning this matter, please contact Ms. Carolyn McCaskill at
919/ 733-5083.
IS e
Georl
cc: Robeson County Health Department
Fayetteville Regional Office, Water Quality
Fayetteville Regional Office, Groundwater
Groundwater Section, Jack Floyd
Training and Certification Unit
Nancy K. Miller, Campbell Soup Company, Camden, NJ
Facilities Assessment Unit

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT, HEALTH AND NATURAL RESOURCES
RALEIGH
SPRAY IRRIGATION SYSTEM PERMIT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North
Carolina as amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Campbell Soup Company-Maxton Plant
Robeson County
FOR THE
continued operation of a 2.5 MGD (upgrade to a 4.0 MGD) nondischarge spray irrigation
wastewater treatment and disposal facility consisting of existing facilities as follows: a parshall
flume with flow recorder/totalizer, a mechanical bar screen, six (6) 800 GPM influent pumps, one
four foot, 1064 GPM rotary screen unit, three (3) six foot, 1,700 GPM rotary screen units, a
217,000 gallon capacity dissolved air flotation unit with a 1,471 GPM recycle pump, an air
saturation tank with a 30 SCFM compressor, a 200 GPM grit pump, a 30 GPM scum/grease
pneumatic ejector, a 200 GPM sludge cyclone and 50 CFD classifier, a 23,000 gallon capacity
clearwell with six (6) 800 GPM pumps, a spray irrigation pump station with six (6) 800 GPM
pumps and high water alarm, four (4) programmable controller spray irrigation center pivot
systems with approximately 230 acres of irrigation fields, emergency standby 8.6 acre land
application row and furrow system for use during power outages only, and the construction and
operation of new facilities which consist of two (2) center pivot systems and one (1) solid set
irrigation system with an addition of approximately 100 acres of spray irrigation area for a total of
330 acres of spray irrigation area and a design flow of 4.0 MGD, to serve Campbell Soup
Company's Maxton Plant with no discharge of wastes to the surface waters, pursuant to the
application received May 25, 1990, the amendment and renewal request and the request for permit
modification received September 13, 1990, and in conformity with the project plan,
specifications, and other supporting data subsequently filed and approved by the Department of
Environment, Health and Natural Resources and considered a part of this permit.
This permit shall be effective from the date of issuance until February 29, 1995, shall
hereby void Permit No. WQ0003626 issued July 2, 1990 and shall be subject to the following
specified conditions and limitations:
1. PERFORMANCE STANDARDS
Upon completion of construction and prior to operation of this permitted facility and the
facilities permitted in the July 2, 1990 permit, a certification must be received from a
professional engineer certifying that the permitted facility has been installed in
accordance with this permit, the approved plans and specifications. Mail the
Certification to the Permits and Engineering Unit, P.O. Box 27687, Raleigh, NC
27611.

2. The spray irrigation facilities shall be effectively maintained and operated at all times so
that there is no discharge to the surface waters, nor any contamination of ground waters
which will render them unsatisfactory for normal use. In the event that the facilities fail
to perform satisfactorily, including the creation of nuisance conditions or failure of the
irrigation area to adequately absorb the wastewater, the Permittee shall take such
immediate corrective action to correct the problem, including actions as may be required
by the Division of Environmental Management.
3. The issuance of this permit shall not relieve the Permittee of the responsibility for
damages to surface or groundwaters resulting from the operation of this facility.
4. The sludge generated from these treatment facilities must be disposed of in accordance
with General Statute 143-215.1 and in a manner approved by the North Carolina
Division of Environmental Management.
5. Diversion or bypassing of the untreated wastewater from the treatment facilities is
prohibited.
6. The following buffers shall be maintained:
a) 400 feet between wetted area and any residence under separate ownership,
b) 150 feet between wetted area and property lines,
c) 100 feet between wetted area and wells,
d) 100 feet between wetted area and drainageways or surface water bodies,
e) 50 feet between wetted area and public right of ways,
f) 100 feet between wastewater treatment units and wells,
g) 50 feet between wastewater treatment units and property lines.
11. OPERATION AND MAINTENANCE REQUIREMENTS
1. The facilities shall be properly maintained and operated at all times.
2. The Permittee shall employ a certified wastewater treatment plant operator to be in
responsible charge of the wastewater treatment facilities. The operator must hold a
certificate of the grade at least equivalent to the classification assigned to the wastewater
treatment facilities by the Certification Commission.
3. A suitable vegetative cover shall be maintained.
4. Inclement weather shall not affect the spray irrigation of wastewater unless the ground is
in a condition that will cause runoff.
5. Adequate measures shall be taken to prevent wastewater runoff from the spray field.
6. The facilities shall be effectively maintained and operated as a non -discharge system to
prevent the discharge of any wastewater resulting from the operation of this facility.
7. The application rate shall not exceed: 3 inches/acre/week.
8. No type of wastewater other than that from Campbell Soup Company's Maxton Plant
shall be sprayed onto the irrigation area.
9. No traffic or equipment shall be allowed on the disposal area except while installation
occurs or while normal maintenance is being performed.
2

10. Public access to the land application sites shall be controlled during active site use. Such
controls may include the posting of signs showing the activities being conducted at each
site.
III. MONITORING AND REPORTING REQUIREMENTS
Any monitoring (including groundwater, surface water, soil or plant tissue
analyses) deemed necessary by the Division of Environmental Management to
insure surface and ground water protection will be established and an acceptable
sampling reporting schedule shall be followed.
2. Adequate records shall be maintained by the Permittee tracking the amount of wastewater
disposed. These records shall include, but are not necessarily limited to the following
information:
a) date of irrigation,
b) volume of wastewater irrigated,
c) field irrigated,
d) length of time field is irrigated,
e) continuous weekly, monthly, and year-to-date hydraulic (inches/acre) loadings
for each field,
f) weather conditions, and
g) maintenance of cover crops.
The effluent from the subject facilities shall be monitored by the Permittee at the point
prior to irrigation twice per month (if irrigation occurs during the calendar month) for the
following parameters:
Parameter
B OD5
TSS
pH
NH3 as N
4. Three copies of all operation and disposal records (as specified in condition Ill 2) and
all effluent monitoring data (as specified in condition Ill 3) and any other data as may be
required shall be submitted on or before the last day of the following month to the
following address:
NC Division of Environmental Management
Water Quality Section
Facility Assessment Unit
PO Box 27687
Raleigh, NC 27611-7687
5. Noncompliance Notification:
The Permittee shall report by telephone to the Fayetteville Regional Office,
telephone no. 919/486-1541, as soon as possible, but in no case more than 24 hours or
on the next working day following the occurrence or first knowledge of the occurrence
of any of the following:
3

a. Any occurrence at the wastewater treatment facility which results in the treatment of
significant amounts of wastes which are abnormal in quantity or characteristic, such
as the dumping of the contents of a sludge digester; the known passage of a slug of
hazardous substance through the facility; or any other unusual circumstances.
b. Any process unit failure, due to known or unknown reasons, that render the facility
incapable of adequate wastewater treatment such as mechanical or electrical failures
of pumps, aerators, compressors, etc.
c. Any failure of a pumping station, sewer line, or treatment facility resulting in a
by-pass directly to receiving waters without treatment of all or any portion of the
influent to such station or facility.
d. Any time that self -monitoring information indicates that the facility has gone out of
compliance with its permit limitations.
Persons reporting such occurrences by telephone shall also file a written report in letter
form within 15 days following first knowledge of the occurrence. This report must
outline the actions taken or proposed to be taken to ensure that the problem does not
recur.
IV. GROUNDWATER REQUIREMENTS
Any groundwater quality monitoring as deemed necessary by the Division of
Environmental Management shall be provided.
2. The ten (10) existing monitor wells surrounding the wastewater irrigation site must be
sampled every March, July, and November for the following parameters:
NO3 (10.0) TOC
TDS (500.0) Chloride(250.0)
Total Coliforms pH (6.5-8.5 standard units)
Water Levels Sulfate (250.0)
Ammonia Nitrogen
The measurement of water level must be made prior to sampling for the remaining
parameters.
The measuring points (top of well casing) of all monitoring wells shall be
surveyed relative to mean sea Ievel (M.S.L.). The depth of the water in each well
shall be measured from the surveyed point on the top of the casing. The water level
elevations shall then be determined relative to (M.S.L.).
The numbers in parentheses represent the maximum allowable concentrations in
groundwater for the various analytical parameters, as specified in 15 NCAC 27L
[Groundwater Classifications and Standards]. Unless otherwise noted, the
concentrations are given in parts per million.
If TOC concentrations greater than 10 mg/1 are detected in any downgradient monitoring
well, additional sampling and analysis must be conducted to identify the individual
constituents comprising this TOC concentration. If the TOC concentration as measured
in the background monitor well exceeds 10 mg/1, this concentration will be taken to
represent the naturally occurring TOC concentration. Any exceedances of this naturally
occurring TOC concentration in the downgradient wells shall be subject to the additional
sampling and analysis as described above.
N

The results of the sampling and analysis shall be sent to the N.C. Division of
Environmental Management on Form GW-59 (Compliance Monitoring Report Form)
every April, August and December.
The Compliance BoundqZ for the disposal system is specified by regulations in 15
NCAC 2L, Classifications and Water Quality Standards applicable to the groundwater of
North Carolina. An exceedance of Groundwater Quality Standards beyond the
Compliance Boundary is subject to penalty provisions applicable under General Statute
143-215.6(1)a. The sale of property, by the Permittee, which is within or contiguous to
the disposal system site may alter location of the Compliance Boundary
For facilities permitted on or after December 30, 1983, the Compliance Boundary is
established at the lesser of 250 feet from the perimeter of the waste disposal area or the
property boundary.
If the title to any property which may affect the location of the Compliance Boundary is
changed, the permittee shall notify the Division Director within 14 days. The Director
shall then establish a modified Compliance Boundary which will be done as a
modification to the Permit.
The REVIEW BOUNDARY for the disposal system is specified by regulations in 15
NCAC 2L, Groundwater Classifications and Standards. A REVIEW BOUNDARY
is established around disposal systems midway between the Compliance Boundary and
the perimeter of the waste disposal area. When the concentration of any substance
equals or exceeds the maximum allowable concentration of that substance at the
REVIEW BOUNDARY, as determined by monitoring, the permittee shall either (i)
demonstrate, through predictive calculations or modeling, that natural site conditions,
facility design and operational controls will prevent a violation of standards at the
Compliance Boundary; or, (ii) submit a plan for the alteration of existing site conditions,
facility design or operational controls that will prevent a violation of standards at the
Compliance Boundary, and implement that plan upon its approval by the Director.
No land application of waste activities shall be undertaken when the seasonal high water
table is less than three feet below land surface.
V . INSPECTIONS
1. Adequate inspection, maintenance, and cleaning shall be provided by the Permittee to
insure proper operation of the subject facilities.
2. The Permittee or his designee shall inspect the wastewater treatment and disposal
facilities to prevent malfunctions and deterioration, operator errors and discharges which
may cause or lead to the release of wastes to the environment, a threat to human health,
or a nuisance. The Permittee shall keep an inspection log or summary including at least
the date and time of inspection, observations made, and any maintenance, repairs, or
corrective actions taken by the Permittee. This log of inspections shall be. maintained by
the Permittee for a period of three years from the date of the inspection and shall be made
available upon request to the Division of Environmental Management or other permitting
authority.
5

Any duly authorized officer, employee, or representative of the Division of
Environmental Management may, upon presentation of credentials, enter and inspect
any property, premises or place on or related to the disposal site and facility at any
reasonable time for the purpose of determining compliance with this permit; may inspect
or copy any records that must be kept under the terms and conditions of this permit; or
may obtain samples of groundwater, surface water, or leachate.
VI. GENERAL CONDITIONS
This permit shall become voidable unless the facilities are constructed in accordance with
the conditions of this permit, the approved plans, specifications, and other supporting
data.
2. This permit is effective only with respect to the nature and volume of wastes described in
the application and other supporting data.
This permit is not transferable. In the event there is a desire for the facilities to change
ownership, or there is a name change of the Permittee, a formal permit request must be
submitted to the Division of Environmental Management accompanied by an application
fee, documentation from the parties involved, and other supporting materials as may be
appropriate. The approval of this request will be considered on its merits and may or
may not be approved.
4. Failure to abide by the conditions and limitations contained in this permit may subject the
Permittee to an enforcement action by the Division of Environmental Management in
accordance with North Carolina General Statute 143-215.6.
5. The issuance of this permit does not preclude the Permittee from complying with any
and all statutes, rules, regulations, or ordinances which may be imposed by other
government agencies (local, state, and federal) which have jurisdiction.
6. A set of approved plans and specifications for the subject project must be retained by the
Permittee for the life of the project.
7. The annual administering and compliance fee must be paid by the Permittee within thirty
days after being billed by the Division. Failure to pay the fee accordingly may cause the
Division to initiate action to revoke this permit as specified by 15 NCAC 2H .0205
(c)(4).
$ . The Permittee, at least six (6) months prior to the expiration of this permit, shall request
its extension. Upon receipt of the request, the Commission will review the adequacy of
the facilities described therein, and if warranted, will extend the permit for such period
of time and under such conditions and limitations as it may deem appropriate.

Permit issued this the 12th day of February, 1992
George T. Eve tt, Din
Division of Envt e
By Authority of the En
u F."I ► : k,t1 a ► I Wks)31ut
Management Commission

Permit No. WQ0003626 Amendment
February 12, 1992
Engineer's Certification
I, , as a duly registered Professional Engineer in the State of North
Carolina, having been authorized to observe (periodically, weekly, full time) the construction of the
project,
Project Name
Location
for the
Permittee hereby state that, to the best of my abilities, due care and diligence was used in the
observation of the construction such that the construction was observed to be built within substantial
compliance and intent of the approved plans and specifications.
Signature
Registration No.

State of North Carolina
Department of Environment, Health and Natural Resources
Division of Environmental Management
512 North Salisbury Street - Raleigh, North Carolina 27611
James G. Martin, Governor
William W. Cobey, Jr., Secretary
Mr. Dennis Krupinski, Plant Manager
Campbell Soup Company, Maxton Plant
Route 2, Box 98
Maxton, North Carolina 28364
Dear Mr. Krupinski:
George T. Everett, Ph.D.
Director
October 22, 1990
Subject: Pemiit No, WQ0003626 Amendment
Campbell Soup Company-Maxton PIt.
Spray Irrigation Wastewater Treatment
and Disposal Facilities
Robeson County
In accordance with your application received May 25, 1990, the renewal and amendment
request and the request for permit modification received September 13, 1990, we are forwarding
herewith Permit No. WQ0003626, as amended, dated October 22, 1990, to Campbell Soup
Company for the continued operation and upgrade of the subject spray irrigation wastewater
treatment and disposal facility to serve Campbell Soup Company's Maxton Plant. This amendment
authorizes the upgrade of the existing facilities from a 2.5 to a 4.0 MGD facility with the addition
of approximately 100 acres of irrigation area, sites F, G, and I. In addition, the Division has
reviewed the request for modification and comments with reference to the respective conditions are
as follows.
The changes to the project description have been made in accordance with the request.
The Division concurs with Campbell Soup submitting the engineer's certification for the entire
upgrade which will include certification of facilities installed under the July 2, 1990 permit and the
facilities included in the present amendment and therefore, condition number I,1 has been modified
accordingly. The Division does not concur with replacing condition number I,6 with the proposed
wording. This is intended to ensure adequate buffers will be maintained to any existing or future
residences and wells. Property line buffers must be maintained in order to ensure compliance with
the Groundwater Standards. In reference to condition number II,2, renotification would be
necessary only if the facility classification changed as a result of the modifications to the
wastewater treatment facility, therefore, the thirty day notification has been eliminated. Condition
number H,4 has been modified, however, please be advised that any spray irrigation activity that
occurs that causes runoff from the area is considered a violation of the North Carolina General
Statutes and this permit and is enforceable through the Environmental Management Commission.
The Division concurs with the elimination of the monitoring requirement for fecal coliform in
condition number IfI,3, therefore, it is modified accordingly, however, the groundwater section
does not concur with the elimination of the monitoring for total coliforms in the wells because the
wastewater contains food wastes. Condition IV,2 has been modified to include identification of
ten (10) existing wells and not seven (7) in accordance with the request.
Pollution Prevention Pays
P.O. Box 27687, Raleigh, North Carolina 27611-7687 'Telephone [phone]
An Equal Opportunity Affirmative Action Employer

In addition, please note that section IV has been modified to include the identification of
the maximum allowable concentrations in groundwater for the various parameters as specified in
the Groundwater Classifications and Standards, the measuring points for sampling identified,
monitoring for ammonia nitrogen added and a condition added which identifies that no application
shall be undertaken when the seasonal high water is less than three (3) feet below land surface.
This permit shall be effective from the date of issuance until February 29, 1993, shall void
Permit No. WQ0003626 issued July 2, 1990, and shall be subject to the conditions and limitations
as specified therein. Please pay particular attention to the monitoring requirements in this permit.
Failure to establish an adequate system for collecting and maintaining the required operational
information will result in future compliance problems.
If any parts, requirements, or limitations contained in this permit amendment are
unacceptable to you, you have the right to request an adjudicatory hearing upon written request
within 30 days following receipt of this permit. This request must be in the form of a written
petition, conforming to Chapter 150B of North Carolina General Statutes, and filed with the Office
of Administrative Hearings, P.O. Box 11666, Raleigh, NC 27604. Unless such demands are
made this permit amendment shall be final and binding.
One set of approved plans and specifications are being forwarded to you. If you need
additional information concerning this matter, please contact Ms. Carolyn McCaskill at 919/
733-5083.
Sine 4ely,Georg
cc: Robeson County Health Deput"5
Fayetteville Regional Office
Groundwater Section

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT, HEALTH AND NATURAL RESOURCES
RALEIGH
SPRAY IRRIGATION SYSTEM PERMIT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North
Carolina as amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Campbell Soup Company-Maxton Plant
Robeson County
continued operation of a 2.5 MGD (upgrade to a 4.0 MGD) nondischarge spray irrigation
wastewater treatment and disposal facility consisting of existing facilities as follows: a parshall
flume with flow recorder/totalizer, a mechanical bar screen, six (6) 800 GPM influent pumps, one
four foot, 1064 GPM rotary screen unit, three (3) six foot, 1,700 GPM rotary screen units, a
217,000 gallon capacity dissolved air flotation unit with a 1,471 GPM recycle pump, an air
saturation tank with a 30 SCFM compressor, a 200 GPM grit pump, a 30 GPM scum/grease
pneumatic ejector, a 200 GPM sludge cyclone and 50 CID classier, two (2) 600 gallon capacity
grease refining kettles, a 23,000 gallon capacity clearwell with six (6) 800 GPM pumps, a spray
irrigation pump station with six (6) 800 GPM pumps and high water alarm, four (4)
programmable controller spray irrigation center pivot systems with approximately 230 acres of
irrigation fields, emergency standby 8.6 acre land application row and furrow system for use
during power outages only, and the construction and operation of new facilities which consist of
three (3) center pivot systems with an addition of approximately 100 acres of spray irrigation area
for a total of 330 acres of spray irrigation area and a design flow of 4.0 MGD, to serve Campbell
Soup Company's Maxton Plant with no discharge of wastes to the surface waters, pursuant to the
application received May 25, 1990, the amendment and renewal request and the request for permit
modification received September 13, 1990, and in conformity with the project plan,
specifications, and other supporting data subsequently filed and approved by the Department of
Environment, Health and Natural Resources and considered a part of this permit.
This permit shall be effective from the date of issuance until February 29, 1993, shall
hereby void Permit No. WQ0003626 issued July 2, 1990 and shall be subject to the following
specified conditions and limitations:
I. PERF RMANCE STANDARDS
1. Upon completion of construction and prior to operation of this permitted facility and the
facilities permitted in the July 2, 1990 permit, a certification must be received from a
professional engineer certifying that the permitted facility has been installed in accordance with
this permit, the approved plans and specifications. Mail the Certification to the Permits and
Engineering Unit, P.O. Box 27687, Raleigh, NC 27611.

2. The spray irrigation facilities shall be effectively maintained and operated at all times so
that there is no discharge to the surface waters, nor any contamination of ground waters
which will render them unsatisfactory for normal use. In the event that the facilities fail
to perform satisfactorily, including the creation of nuisance conditions or failure of the
irrigation area to adequately absorb the wastewater, the Permittee shall take such
immediate corrective action to correct the problem, including actions as may be required
by the Division of Environmental Management.
3. The issuance of this permit shall not relieve the Permittee of the responsibility for
damages to surface or groundwaters resulting from the operation of this facility.
4. The sludge generated from these treatment facilities must be disposed of in accordance
with General Statute 143-215.1 and in a manner approved by the North Carolina
Division of Environmental Management.
5. Diversion or bypassing of the untreated wastewater from the treatment facilities is
prohibited.
6. The following buffers shall be maintained:
a) 400 feet between wetted area and any residence under separate ownership,
b) 150 feet between wetted area and property lines,
c) 100 feet between wetted area and wells,
d) 100 feet between wetted area and drainageways or surface water bodies,
e) 50 feet between wetted area and public right of ways,
f) 100 feet between wastewater treatment units and wells,
g) 50 feet between wastewater treatment units and property lines.
H. OPERATION AND MAINTENA CE RE MENT
1. The facilities shall be properly maintained and operated at all times.
2. The Permittee shall employ a certified wastewater treatment plant operator to be in
responsible charge of the wastewater treatment facilities. The operator must hold a
certificate of the grade at least equivalent to the classification assigned to the wastewater
treatment facilities by the Certification Commission.
3. A suitable vegetative cover shall be maintained.
4. Inclement weather shall not affect the spray irrigation of wastewater unless the ground is
in a condition that will cause runoff.
5. Adequate measures shall be taken to prevent wastewater runoff from the spray field.
6. The facilities shall be effectively maintained and operated as a non -discharge system to
prevent the discharge of any wastewater resulting from the operation of this facility.
7. The application rate shall not exceed: 3 inches/acre/week.
8. No type of wastewater other than that from Campbell Soup Company's Maxton Plant
shall be sprayed onto the irrigation area.
9. No traffic or equipment shall be allowed on the disposal area except while installation
occurs or while normal maintenance is being performed.
2

10. Public access to the land application sites shall be controlled during active site use. Such
controls may include the posting of signs showing the activities being conducted at each
site.
III. MONITORING AND REPORUNG REQUIREMENTS
1. Any monitoring (including groundwater, surface water, soil or plant tissue
analyses) deemed necessary by the Division of Environmental Management to
insure surface and ground water protection will be established and an acceptable
sampling reporting schedule shall be followed.
2. Adequate records shall be maintained by the Permittee tracking the amount of wastewater
disposed. These records shall include, but are not necessarily limited to the following
information:
a) date of irrigation,
b) volume of wastewater irrigated,
c) field irrigated,
d) length of time field is irrigated,
e) continuous weekly, monthly,
for each field,
f) weather conditions, and
g) maintenance of cover crops.
and year-to-date hydraulic (inches/acre) loadings
3. The effluent from the subject facilities shall be monitored by the Permittee at the point
prior to irrigation twice per month (if irrigation occurs during the calendar month) for the
following parameters:
Pgameter
BOD5
TSS
pH
NH3 as N
4. Three copies of all operation and disposal records (as specified in condition III 2) and
all effluent monitoring data (as specified in condition III 3) and any other data as may be
required shall be submitted on or before the last day of the following month to the
following address:
NC Division of Environmental Management
Water Quality Section
Facility Assessment Unit
PO Box 27687
Raleigh, NC 27611-7687
5. Noncompliance Notification:
The Permittee shall report by telephone to the Fayetteville Regional Office,
telephone no. 919/486-1541, as soon as possible, but in no case more than 24 hours or
on the next working day following the occurrence or first knowledge of the occurrence
of any of the following:
3

a. Any occurrence at the wastewater treatment facility which results in the treatment of
significant amounts of wastes which are abnormal in quantity or characteristic, such
as the dumping of the contents of a sludge digester, the known passage of a slug of
hazardous substance through the facility; or any other unusual circumstances.
b. Any process unit failure, due to known or unknown reasons, that render the facility
incapable of adequate wastewater treatment such as mechanical or electrical failures
of pumps, aerators, compressors, etc.
c. Any failure of a pumping station, sewer line, or treatment facility resulting in a
by-pass directly to receiving waters without treatment of all or any portion of the
influent to such station or facility.
d. Any time that self -monitoring information indicates that the facility has gone out of
compliance with its permit limitations.
Persons reporting such occurrences by telephone shall also file a written report in letter
form within 15 days following first knowledge of the occurrence. This report must
outline the actions taken or proposed to be taken to ensure that the problem does not
recur.
1V. GROUNDWATER REOLUIREMENTS
1. Any groundwater quality monitoring as deemed necessary by the Division of
Environmental Management shall be provided.
2. The ten (10) existing monitor wells surrounding the wastewater irrigation site must be
sampled every March, July, and November for the following parameters:
NO3 (10.0) TOC
TDS (500.0) Chloride(250.0)
Total Coliforms pH (6.5-8.5 standard units)
Water Levels Sulfate (250.0)
Ammonia Nitrogen
The measurement of water level must be made prior to sampling for the remaining
parameters.
The measuring points (top of well casing) of all monitoring wells shall be
surveyed relative to mean sea level (M.S.L.). The depth of the water in each well
shall be measured from the surveyed point on the top of the casing. The water level
elevations shall then be determined relative to (M.S.L.).
The numbers in parentheses represent the maximum allowable concentrations in
groundwater for the various analytical parameters, as specified in 15 NCAC 2L
[Groundwater Classifications and Standards]. Unless otherwise noted, the
concentrations are given in parts per million.
If TOC concentrations greater than 10 mg/1 are detected in any downgradient monitoring
well, additional sampling and analysis must be conducted to identify the individual
constituents comprising this TOC concentration. If the TOC concentration as measured
in the background monitor well exceeds 10 mg/l, this concentration will be taken to
represent the naturally occurring TOC concentration. Any exceedances of this naturally
occurring TOC concentration in the downgradient wells shall be subject to the additional
sampling and analysis as described above.
0

The results of the sampling and analysis shall be sent to the N.C. Division of
Environmental Management on Form GW-59 (Compliance Monitoring Report Form)
every April, August and December.
The Compliance Bound arX for the disposal system is specified by regulations in 15
NCAC 2L, Classifications and Water Quality Standards applicable to the groundwater of
North Carolina. An exceedance of Groundwater Quality Standards beyond the
Compliance Boundary is subject to penalty provisions applicable under General Statute
143-215.6(1)a. The sale of property, by the Permittee, which is within or contiguous to
the disposal system site may alter location of the Compliance Boundary
For facilities permitted on or after December 30, 1983, the Compliance Boundary is
established at the lesser of 250 feet from the perimeter of the waste disposal area or the
property boundary.
If the title to any property which may affect the location of the Compliance Boundary is
changed, the permittee shall notify the Division Director within 14 days. The Director
shall then establish a modified Compliance Boundary which will be done as a
modification to the Permit.
The REVIEW BOUNDARY for the disposal system is specified by regulations in 15
NCAC 2L, Groundwater Classifications and Standards. A REVIEW B NDARY
is established around disposal systems midway between the Compliance Boundary and
the perimeter of the waste disposal area. When the concentration of any substance
equals or exceeds the maximum allowable concentration of that substance at the
REVIEW BQIINDARY, as determined by monitoring, the permittee shall either (i)
demonstrate, through predictive calculations or modeling, that natural site conditions,
facility design and operational controls will prevent a violation of standards at the
Compliance Boundary; or, (ii) submit a plan for the alteration of existing site conditions,
facility design or operational controls that will prevent a violation of standards at the
Compliance Boundary, and implement that plan upon its approval by the Director.
3. No land application of waste activities shall be undertaken when the seasonal high water
table is less than three feet below land surface.
V. INSPECTION$
1. Adequate inspection, maintenance, and cleaning shall be provided by the Permittee to
insure proper operation of the subject facilities.
2. The Permittee or his designee shall inspect the wastewater treatment and disposal
facilities to prevent malfunctions and deterioration, operator errors and discharges which
may cause or lead to the release of wastes to the environment, a threat to human health,
or a nuisance. The Permittee shall keep an inspection log or summary including at least
the date and time of inspection, observations made, and any maintenance, repairs, or
corrective actions taken by the Permittee. This log of inspections shall be maintained by
the Permittee for a period of three years from the date of the inspection and shall be made
available upon request to the Division of Environmental Management or other permitting
authority.
5

3. Any duly authorized officer, employee, or representative of the Division of
Environmental Management may, upon presentation of credentials, enter and inspect
any property, premises or place on or related to the disposal site and facility at any
reasonable time for the purpose of determining compliance with this permit; may inspect
or copy any records that must be kept under the terms and conditions of this permit; or
may obtain samples of groundwater, surface water, or leachate.
VI. GENERAL CONDMONS
This permit shall become voidable unless the facilities are constructed in accordance with
the conditions of this permit, the approved plans, specifications, and other supporting
data_
2. This permit is effective only with respect to the nature and volume of wastes described in
the application and other supporting data.
3. This permit is not transferable. In the event there is a desire for the facilities to change
ownership, or there is a name change of the Permittee, a formal permit request must be
submitted to the Division of Environmental Management accompanied by an application
fee, documentation from the parties involved, and other supporting materials as may be
appropriate. The approval of this request will be considered on its merits and may or
may not be approved.
4. Failure to abide by the conditions and limitations contained in this permit may subject the
Permittee to an enforcement action by the Division of Environmental Management in
accordance with North Carolina General Statute 143-215.6,
5. The issuance of this permit does not preclude the Permittee from complying with any
and all statutes, rules, regulations, or ordinances which may be imposed by other
government agencies (local, state, and federal) which have jurisdiction.
6. A set of approved plans and specifications for the subject project must be retained by the
Permittee for the life of the project.
7. The annual administering and compliance fee must be paid by the Permittee within thirty
days after being billed by the Division. Failure to pay the fee accordingly may cause the
Division to initiate action to revoke this permit as specified by 15 NCAC 2H .0205
(c)(4).
8. The Permittee, at least six (6) months prior to the expiration of this permit, shall request
its extension. Upon receipt of the request, the Commission will review the adequacy of
the facilities described therein, and if warranted, will extend the permit for such period
of time and under such conditions and limitations as it may deem appropriate.
C�

Permit issued this the 22nd day of October, 1990
CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
'- —George T. EvRfthVolro
Division of Eagement
By Authority ntal Management Commission
7

Permit No. WQ0003626 Amendment
October 22, 1990
EngineeT's_Certification
Z, , as a duly registered Professional Engineer in the State of North
Carolina, having been authorized to observe (periodically, weekly, full time) the construction of the
project, , for the
Project Name Location
Permittee hereby state that, to the best of my abilities, due care and diligence was used in the
observation of the construction such that the construction was observed to be built within substantial
compliance and intent of the approved plans and specifications.
Signature
Date
Registration N

State of North Carolina
Department of Environment, Health and Natural Resources
Division of Environmental Management
512 North Salisbury Street - Raleigh, North Carolina 27611
James G. Martin, Governor
William W. Cobey, Jr., Secretary
Mr. Dennis Krupinski, Plant Manager
Campbell Soup Company, Maxton Plant
Route 2, Box 98
Maxton, North Carolina 28364
Dear Mr. Krupinski:
George T. Everett, Ph.D.
Director
July 2, 1990
Subject: Permit No. WQ0003626
Campbell Soup Company-Maxton Plt.
Spray Irrigation Wastewater Treatment
and Disposal Facilities
Robeson County
In accordance with your application received May 25, 1990 we are forwarding herewith
Permit No. WQ0003626, dated Julu 2, 1990, to Campbell Soup Company for the continued
operation of the subject spray irrigation wastewater treatment and disposal facility. This
amendment authorizes the replacement of two (2) of the three (3) existing four foot drum screens
with three (3) six foot screens, the installation of two (2) 800 GPM pumps and all associated
piping and appurtenances to serve Campbell Soup Company's Maxton Plant.
This permit shall be effective from. the date of issuance until February 29, 1993, shall void
Permit No. 6180R2 and all the amendments, and shall be subject to the conditions and limitations
as specified therein. Please pay particular attention to the monitoring requirements in this permit.
Failure to establish an adequate system for collecting and maintaining the required operational
information will result in future compliance problems.
If any parts, requirements, or limitations contained in this permit are unacceptable to you,
you have the right to request an adjudicatory hearing upon written request within 30 days
following receipt of this permit. This request must be in the form of a written petition, conforming
to Chapter 150B of North Carolina General Statutes, and filed with the Office of Administrative
Hearings, P.O. Box 11666, Raleigh, NC 27604. Unless such demands are made this permit shall
be final and binding.
One set of approved plans and specific
action to upgrade the existing treatment f ciiitie
concerning this matter, please cons Ms. Carol
cc:
will be forwarded to you when the permit
zplQte. If you need additional information
:askil t 919/ 733-5083,
Sincerely,
eorge T. Everett
Robeson County Health Departme -
Fayetteville Regional Office
Pollution Prevention Pays
P.O. Box 27687, Raleigh, North Carolina 27611-7687 Telephone [phone]
An Equal Opportunity Affirmative Action Employer

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT, HEALTH AND NATURAL RESOURCES
RALEIGH
SPRAY IRRIGATION SYSTEM PERMIT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North
Carolina as amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Campbell Soup Company-Maxton Plant
Robeson County
FOR THE
continued operation of a 2.5 MGD nondischarge spray irrigation wastewater treatment and
disposal facility consisting of a parshall flume with flow recorder/totalizer, a mechanical bar
screen, four (4) 800 GPM influent pumps, three (3) 1,700 GPM rotary screen units (one existing
four foot and the replacement of two with six foot screens), a 217,000 gallon capacity dissolved
air flotation unit with a 1,471 GPM recycle pump, an air saturation tank with a 30 SCFM
compressor, a 200 GPM grit pump, a 30 GPM scum/grease pneumatic ejector, a 200 GPM sludge
cyclone and 50 CFD classifier, two (2) 600 gallon capacity grease refining kettles, a 23,000
gallon capacity clearwell/wetwell, a spray irrigation pump station with four (4) 800 GPM pumps
and high water alarm, the addition of two (2) 800 GPM pumps, three (3) programmable controller
spray irrigation center pivot systems with approximately 230 acres of irrigation fields, emergency
standby 8.6 acre land application row and furrow system for use during power outages only, to
serve Campbell Soup Company's Maxton Plant with no discharge of wastes to the surface waters,
pursuant to the application received May 25, 1990 and in conformity with the project plan,
specifications, and other supporting data subsequently filed and approved by the Department of
Environment, Health and Natural Resources and considered a part of this permit.
This permit shall be effective from the date of issuance until February 29, 1993, shall
hereby void Permit No. 6180R2 and all the amendments and shall be subject to the following
specified conditions and limitations:
I. PERFORMANCE STANDARDS
1. Upon completion of construction and prior to operation of this permitted facility, a
certification must be received from a professional engineer certifying that the permitted
facility has been installed in accordance with this permit, the approved plans and
specifications. Mail the Certification to the Permits and Engineering Unit, P.O. Box
27687, Raleigh, NC 27611.

2. The spray irrigation facilities shall be. effectively maintained and operated at all times so
that there is no discharge to the surface waters, nor any contamination of ground waters
which will render there unsatisfactory for normal use. In the event that the facilities fail
to perform satisfactorily, including the creation of nuisance conditions or failure of the
irrigation area to adequately absorb the wastewater, the Permittee shall take such
immediate corrective action to correct the problem, including actions as may be required
by the Division of Environmental Management.
3. The issuance of this permit shall not relieve the Permittee of the responsibility for
damages to surface or groundwaters resulting from the operation of this facility.
4. The sludge generated from these treatment facilities must be disposed of in accordance
with General Statute 143-215.1 and in a manner approved by the North Carolina
Division of Environmental Management.
5. Diversion or bypassing of the untreated wastewater from the treatment facilities is
prohibited.
6. The following buffers shall be maintained:
a) 400 feet between wetted area and any residence under separate ownership,
b) 150 feet between wetted area and property lines,
c) 100 feet between wetted area and wells,
d) 100 feet between wetted area and drainageways or surface water bodies,
e) 50 feet between wetted area and public right of ways,
f) 100 feet between wastewater treatment units and wells,
g) 50 feet between wastewater treatment units and property lines.
II. OPERATION AND MAINTENANCE REQLBEMENTS
1. The facilities shall be properly maintained and operated at all times.
2. The Permittee shall employ a certified wastewater treatment plant operator to be in
responsible charge of the wastewater treatment facilities. The operator must hold a
certificate of the grade at least equivalent to the classification assigned to the wastewater
treatment facilities by the Certification Commission. Within thirty days after the
wastewater treatment facilities are 50% complete, the Permittee must submit a letter to
the Certification Commission which designates the operator in responsible charge.
3. A suitable vegetative cover shall be maintained.
4. Irrigation shall not be performed during inclement weather or when the ground is in a
condition that will cause runoff.
5. Adequate measures shall be taken to prevent wastewater runoff from the spray field.
6. The facilities shall be effectively maintained and operated as a non -discharge system to
prevent the discharge of any wastewater resulting from the operation of this facility.
7. The application rate shall not exceed: 3 inches/acre/week.
2

No type of wastewater other than that from Campbell Soup Company's Maxton Plant
shall be sprayed onto the irrigation area.
9. No traffic or equipment shall be allowed on the disposal area except while installation
occurs or while normal maintenance is being performed.
10. Public access to the land application sites shall be controlled during active site use. Such
controls may include the posting of signs showing the activities being conducted at each
site.
III. MONITORING AND REPORTING REQUIREMENTS
1. Any monitoring (including groundwater, surface water, soil or plant tissue
analyses) deemed necessary by the Division of Environmental Management to
insure surface and ground water protection will be established and an acceptable
sampling reporting schedule shall be followed.
2. Adequate records shall be maintained by the Permittee tracking the amount of wastewater
disposed. These records shall include, but are not necessarily limited to the following
information:
a) date of irrigation,
b) volume of wastewater irrigated,
c) field irrigated,
d) length of time field is irrigated,
e) continuous weekly, monthly, and year-to-date hydraulic (inches/acre) loadings
for each field,
f) weather conditions, and
g) maintenance of cover crops.
3. The effluent from the subject facilities shall be monitored by the Permittee at the point
prior to irrigation twice per month (if irrigation occurs during the calendar month) for the
following parameters:
Parameter
BOD5
TSS
Fecal Coliform
pH
NH3 as N
4. Three copies of all operation and disposal records (as specified in condition III 2) and
all effluent monitoring data (as specified in condition III 3) and any other data as may be
required shall be submitted on or before the last day of the following month to the
following address:
NC Division of Environmental Management
Water Quality Section
Facility Assessment Unit
PO Box 27687
Raleigh, NC 27611-7687
3

5. Noncompliance Notification:
The Permittee shall report by telephone to the Fayetteville Regional Office,
telephone no. 919/486-1541, as soon as possible, but in no case more than 24 hours or
on the next working day following the occurrence or first knowledge of the occurrence
of any of the following:
a. Any occurrence at the wastewater treatment facility which results in the treatment of
significant amounts of wastes which are abnormal in quantity or characteristic, such
as the dumping of the contents of a sludge digester; the known passage of a slug of
hazardous substance through the facility; or any other unusual circumstances.
b. Any process unit failure, due to known or unknown reasons, that render the facility
incapable of adequate wastewater treatment such as mechanical or electrical failures
of pumps, aerators, compressors, etc.
c. Any failure of a pumping station, sewer line, or treatment facility resulting in a
by-pass directly to receiving waters without treatment of all or any portion of the
influent to such station or facility.
d. Any time that self -monitoring information indicates that the facility has gone out of
compliance with its permit limitations.
Persons reporting such occurrences by telephone shall also file a written report in letter
form within 15 days following first knowledge of the occurrence. This report must
outline the actions taken or proposed to be taken to ensure that the problem does not
recur.
IV. ROUNDWATER RE UiREMENTS
1. Any groundwater quality monitoring as deemed necessary by the Division of
Environmental Management shall be provided.
2. The seven (7) existing monitor wells surrounding the wastewater irrigation site must be
sampled every March, July, and November for the following parameters:
NO3
TOC
TDS
Chloride
Total Coliforms
pH
Water Levels
Sulfate
The measurement of water level must be made prior to sampling for the remaining
parameters.
3. If TOC concentrations greater than 10 mg/1 are detected in any downgradient monitoring
well, additional sampling and analysis must be conducted to identify the individual
constituents comprising this TOC concentration. If the TOC concentration as measured
in the backgrqund monitor well exceeds 10 mg/l, this concentration will be taken to
represent the naturally occurring TOC concentration. Any exceedances of this naturally
occurring TOC concentration in the downgradient wells shall be subject to the additional
sampling and analysis as described above.
0

4. The results of the sampling and analysis shall be sent to the N.C. Division of
Environmental Management on Form GW-59 (Compliance Monitoring Report Form)
every April, August and December.
5. The Compliance Boundary, for the disposal system is specified by regulations in 15
NCAC 2L, Classifications and Water Quality Standards applicable to the groundwater of
North Carolina. An exceedance of Groundwater Quality Standards beyond the
Compliance Boundary is subject to penalty provisions applicable under General Statute
143-215.6(1)a. The sale of property, by the Permittee, which is within or contiguous to
the disposal system site may alter location of the Compliance Boundary
For facilities permitted before December 30, 1983, the Compliance Boundary is
established at a distance 500 feet from the treatment facilities, or the property boundary,
whichever is less.
If the title to any property which may affect the location of the Compliance Boundary is
changed, the permittee shall notify the Division Director within 14 days. The Director
shall then establish a modified Compliance Boundary which will be done as a
modification to the Permit.
The REVIEW BOUNDARY for the disposal system is specified by regulations in 15
NCAC 2L, Groundwater Classifications and Standards. A REVIEW BOUNDARY
is established around disposal systems midway between the Compliance Boundary and
the perimeter of the waste disposal area. When the concentration of any substance
equals or exceeds the maximum allowable concentration of that substance at the
REVIEW BOUNDARY, as determined by monitoring, the permittee shall either (i)
demonstrate, through predictive calculations or modeling, that natural site conditions,
facility design and operational controls will prevent a violation of standards at the
Compliance Boundary; or, (ii) submit a plan for the alteration of existing site conditions,
facility design or operational controls that will prevent a violation of standards at the
Compliance Boundary, and implement that plan upon its approval by the Director
V. INSPECTIONS
1. Adequate inspection, maintenance, and cleaning shall be provided by the Permittee to
insure proper operation of the subject facilities.
2. The Permittee or his designee shall inspect the wastewater treatment and disposal
facilities to prevent malfunctions and deterioration, operator errors and discharges which
may cause or lead to the release of wastes to the environment, a threat to human health,
or a nuisance. The Permittee shall keep an inspection log or summary including at least
the date and time of inspection, observations made, and any maintenance, repairs, or
corrective actions taken by the Permittee. This log of inspections shall be maintained by
the Permittee for a period of three years from the date of the inspection and shall be made
available upon request to the Division of Environmental Management or other permitting
authority.
3. Any duly authorized officer, employee, or representative of the Division of
Environmental Management may, upon presentation of credentials, enter and inspect
any property, premises or place on or related to the disposal site and facility at any
reasonable time for the purpose of determining compliance with this permit; may inspect
or copy any records that must be kept under the terms and conditions of this permit; or
may obtain samples of groundwater, surface water, or leachate.
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VI. GENERAL CONDITIONS
1. This permit shall Become voidable unless the facilities are constructed in accordance with
the conditions of this permit, the approved plans, specifications, and other supporting
data.
2. This permit is effective only with respect to the nature and volume of wastes described in
the application and other supporting data.
3. This permit is not transferable. In the event there is a desire for the facilities to change
ownership, or there is a name change of the Permittee, a formal permit request must be
submitted to the Division of Environmental Management accompanied by an application
fee, documentation from the parties involved, and other supporting materials as may be
appropriate. The approval of this request will be considered on its merits and may or
may not be approved.
4. Failure to abide by the conditions and limitations contained in this permit may subject the
Permittee to an enforcement action by the Division of Environmental Management in
accordance with North Carolina General Statute 143-215.6.
5. The issuance of this permit does not preclude the Permittee from complying with any
and all statutes, rules, regulations, or ordinances which may be imposed by other
government agencies (local, state, and federal) which have jurisdiction.
6. A set of approved plans and specifications for the subject project must be retained by the
Permittee for the life of the project.
7. The annual administering and compliance fee must be paid by the Permittee within thirty
days after being billed by the Division. Failure to pay the fee accordingly may cause the
Division to initiate action to revoke this permit as specified by 15 NCAC 2H .0205
(c)(4)•
8. The Permittee, at least six (6) months prior to the expiration of this permit, shall request
its extension. Upon receipt of the request, the Commission will review the adequacy of
the facilities described therein, and if warranted, will extend the permit for such period
of time and under such conditions and limitations as it may deem appropriate.
Permit issued this the 2nd day of July, 1990
NORTH CAROLINA
George T. Everett,
Division of Environ
By Authority of the
'AL MANAGEMENT COMMISSION
Management Commission
M.

Permit No. WQ0003626
July 2,1990
Engineer'sEnginee-r's Certification
1, , as a duly registered Professional Engineer in the State of North
Carolina, having been authorized to observe (periodically, weekly, full time) the construction of the
project, for the
Project Name Location
Pezmittee hereby state that, to the best of my abilities, due care and diligence was used in the
observation of the construction such that the construction was observed to be built within substantial
compliance and intent of the approved plans and specifications.
Signature
Date
Registration N
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