NCS000389_APPLICATION_20141209

STORMWATER DIVISION CODING SHEET
PERMIT NO.
ocs Co -j9 1�
DOC TYPE
'❑ FINAL PERMIT
`❑ MONITORING INFO
`APPLICATION
❑ COMPLIANCE
❑ OTHER
2otu yZ 01
DOC DATE��`
YYYYMMDD

Permit Coverage
NCDWR Renewal Application Form
National Pollutant Discharge Elimination System
Stormwater Individual Permit
NPDES Permit Number
NCS000389
Please provide your permit number in box in the upper right hand comer, complete the information in the space provided
below and return the completed renewal form along with the required supplemental information to the address indicated.
Qmper Information * Address to whict permit cnrraWondence W//Lae mailed
Owner / Organization Name: _DAK Americas, IlC
Owner Contact: Jim Usi
Mailing Address: 3216 Cedar Creek Road Fayetteville NC 28312
Phone Number:
Fax Number:
E-mail address:
Faglift 'n
Facility Name:
Facility Physical Address:
Facility Contact:
Mailing Address:
Phone Number:
Fax Number:
E-mail address:
Permit Information
Permit Contact:
Mailing Address:
Phone Number:
Fax Number:
E-mail address:
Dischar ue Information
Receiving Stream:
Stream Class:
Basin:
Sub -Basin:
Number of Outfalls:
910-433-8222
910 433-8366
[e-mail]
NC
Jim Burke
3216 Cedar Creek Road Fayetteville, NC 28312 _
910-433-8274
910-433-8216
[e-mail]
Donald Allbright
3216 Cedar Greek Road Fayetteville, NC 28312
910-433-8227
910-433-8387
[e-mail]
Cape Fear River
gyff Fear River Basin
NA
7
Facility/Actift Change Please describe below any changes to your facility or activities since issuance of your permit. Attached a
separate sheet if necessary.
Purchased DTF facility and assumed management of their existing outfall. Combined DTF's Stormwater permit (NCS000056) with DAK
Stormwater permit (NCS000389). Rescinded DTFs' Perrnit (NCS000056).
CERTIFICATION
I certify that I am familiar with the information contained in the application and that to the best of my knowledge and belief
such infoMVtion is true, complete and accurate.
Signature — __ Date 12 - `k ` 1'4
Print or type name of person signing above Title
Please return this completed application form SW Individual Permit Coverage Renewal
And requested supplemental information to: Stormwater Permitting Program
1612 Mail Service Center
Raleigh, North Carolina 27699-1612

KPIDES PermR N�mb�'
ffm�& perms Coverage F4� N�Q00389
W f A a �lirnination SystemW.. Pollutant E)isdlan3
Aiational ri
StDrrnwater Individual Pemt on in the space Provided
r right hand corner, complete the info to the address indicated.
nurn er inbox in theup wired SuPglerr►entai informa
tion
please provide your perm l form 8�on9 with
the below and mtum the comp will be marled
i]Ow ernern galNarne:
()mer cDntact:
Maiiing Address
Phone Number.
Fax Number:
E-mail address:
Facility Name:
Facility Physical Address:
Facility Contact:
Mailing Address:
Phone Number:
Fax Number:
E-mail address:
laetmit IRt
Permit Contact:
Mailing Address.
Phone Number:
Fax Number:
E-mail address:
niccharae Lmkrrnahon
ReoLwng stream:
sb-eam class.
Basin.
Sub -Basin:
Number of Outfalls:
* adder tO whJd► pemrit _
Jim
"[e-mail]
28312
Donald Allbri ht
3216 Cedar Creek Road F eitevilie NC 28312
g10-433-8227
910- 33-8387
dall ht"kamerkBs-mm
Fear River
Faci ftLM&W Chance;: Please describe below any changes to your facility or activities since issuance of your permit. Attached a
separate sheet if necessary.
Purchased DTE facility and assumed management of their e)dSing ouft. Combined DTF's Stormwater permit (NCS(100056) with DAii
Stormwater permit (NCS000389). Rescinded DiF-s' Permit (NCSWW56)_
CERTIFICATION
I certify that I am familiar with the information contained in the application and that to the best of my knowledge and belief
such infowtion is true, complete and accurate.
Signature - Date t `t
c 51-it [MAMA 'R
Print or type name of person signing above Title
Please return this completed application form SW Indiwdual Hermit Coverage Retiew )
And requested supplemental information to: Stormwater Permitting Program
1612 MaJJ Service Center
Raleigh, North Carolina 27699-1612

rq xfc,� b d. -.l� , r'tf�SE '[C
@,Y!♦pF Ur Diu
"l-•1!} - e� �. � l ,' t }-/h+ rS7 ♦ !!'xC 'tea` a ,
It 11
To
53
IV
iu w _ ais .s - d/ ( 41
�r Si m • � ep �'
,ly e a
s� s e+Apt
—
.,�
53
Jr
le
53
_
M
FIGURE NUMBER: } SITE LOCATION MAP
REFERENCE: 2013, Googlc Maps DAK Americas LLC
PROJECT NUMBER: ENMO 130183.00 1316 Cedar Creek Road
SCALE:As Shown Fayetteville, North Carolina

41446
CTp�� � S - � � d
fie;• a
-�
�
•
�- E ! 5 yS
ii
b..lat'QY '•.K 'CiS i
�
- per. _
p44� -�-�`� ��'O
"O
�?�
6,
a 53 7,Abl�..
ii
�. 4
4
'• . 1a � i l i C b§ s �•
FIGURE NUMBEFU 1
SITE LOCATION MAP
f3AK Americas LLC
REFERENCE: 2013, Googlc Maps
PROJECT NUMBER: ENMO130183.00
1316 Cedar Creek Road
Fayetteville, North Carolina
SCALE: As Shown

5
+. �
k.pQ � �
.. . '
4 >✓1{' r}� Cia ��'AR_��
A
�� - �"kt,' � '� "a - -
'��n4i �' wdTm.'�F
,.
"fir •1alp
�,,
..+4
w,d
.rji w N
.#�
,�
y^"41
P Ix V wl
_
,
,"1
-
T T' ���C#'•r rare+
'�` -�
bill wirtlOYi� -
_ - _
.. R jLh
-wrial ,.
C" •' r S "` J.rr` f --! �,
r s-'
�� .,i -
- s`f a
t.3�=y{
- ra''tk�F. + ;(:1
���
tt•-
f^ S1J� w� � Service Buming
16 ' 0A Shed :h� 'k•.sy rya. � � � 1,il,+BOtlefHWge : o � � . s .4i y '�1
r x .w V �, 3 �► f 3 •may R Po
Used 011
Shed � �� � f � .. A f ti� Ar h, f v k�!P 4�?�
r R 1i4 1
ON Skid a 1 r wr
.. '^ 5eel eel Tank ;:.: r ?"
00 r 41 - Tsys• - 4' y.4n •., ..v�`- 'L' oil Shad sari '4`'� .. rt li�S � a V
Oowthms Olelnamn Ake : main MCC Outiall J R timm shop
%'
Yepollxera z ,,,tw •°». tf" �. ,l},tp
SAP Poly BUftng =`y # `' 10,000 Oal 94 Fuel On Tank
CP
OeluOaEl I e '` F ! W Oel Fire Pump
Addlt1veMCC � - s � 3 �- s �,.,,* ee - Dieee!Tenk\ R - ,1` ..'"t �,••„+�
t r 4,O1r 02 Fuel 011 Tank
1 A00 0d 0asollne Tenk' p L
A Be4keNt9edn � r T . ";. ,� �4-'-- . 2 Cell Cooling Tower A(
"� l& I 2 'K
smrmeq.;=iaNam Tank ^Ar. �Pa8,A00ttat1f2FuelQOTeaai" �. 1AOOoe101eeelrenk''
�� ., �� '�' (I' zap FI ` K •v.:. .. w - .a v+ h Q t
Fl[mrImpoundlag8 n „
tM rti r 1% Yi i k• +: 7A,{,j R 4�t+tA o,p,' w ♦ �i r 'a y- - a 3 Cell Cooling Tom,
M outh0O03 v.f. yry 4±• ;si 4`�l'.5
lY' R r 'S. Y• 4� 3�1V#
ftw
T`.
�b r Tnl/i1110ai r :4 - y �'dir'.l
e;�es a2C,ti 11�;ti "' ^I:yY�,. s rk�` u1'k°, • "Y,,�r�` 3 ;., j ey3. �lemA �rtOmlYYater R.ee111 r - 0- h . -. , s - +..y �.. ,�"•'d-"�S„^t f };' u".�,1
.w�' �+
s: AuG;�'�°.�„1.�'�y"`�l�°+ n:'._ a : i�r F j=,��,. _ - ��i Y--•�- � � • ` .'S„- .: - ti�i":. ,"'��s�'£r > a�
5 s,•.(4rK n4 G °I+l n'r i
l�(ri „(3
A•.�, �' - Q T �h �. w if 1 , y y 4i1,� A -
", ' .t ip' ` i'.` _ DliWll H ' \\\ 906cat and Betldu for Sp1A Rapanp ,.
'^' .�'+s,-as'�rc .�. wty.•-���a%` ,- _R `'fi-�I- k� `'=_�.H, >= S`tr �„ � - �,•'d ...
BenPlke 10r
� :1 ,.ri1 R;Cr'Fnl� ,�' �•y e �,d � f �.a -'� ' r�} � �s f y�r`r '�1 � R rs "r �, •y ,ram r e � . --t. t
`v r { `�� h r � r= ro a1 , t Bp1iI Response �•Sw�i ��� r*�� p sr,
G .. r
.,�:r W yAa 4 3 '7 4 r� �`t i'' yl "f'�1 }� •n A 1:r,. l� �. •. a.k9 r, -g:`I r ¢Mr w�4;'
y •� ! €r•� - '� 'k .w N y •3 - rf• r � `�rJ� =i �. '3�! xt��> rl r:.+w Sri f y, �` e. l �k'`, r' ,�.•
'--'
•�. - .v h'•. _. r-- , ?:p des ''if� 9/?•," "S9'P 'w�' i'.
k :�'cP••tp4'A 3�q- w'�..ry�p .,-�E ���4'�4y,,',4,4{pF'F.i�•,F�J�����s1F` - ekf'`.d tii'�+��f4-4'9�j.yp'-'�4 41i6.
i,f� � u3a�4 ���j�"`.r rJl%'�ri �I�i�J:•.i :its pYM.Air• F�`.i •l 1'-'S- T _r ay,.Sh �- S'w .vR i•='��_, Y . .:... tl: 'cAlt'':'at.
t�
FIGURE NUMBER: 2 LEGEND: SITE LAYOUT MAP
REFERENCE: 2013 Google Maps Storrnwater butfall DAKAmericas LLC
PROJECT NO.: ENMO 130183, 00 � Films Area of Plant Inside Resins Area 1316 Ceder Creek Road
SCALE: As Shown Fayetteville, North Carolina E I

�� tir '!�' 1 i" '�4tY4 !+� �
'6Taz
w" c'-: gin. rf,
-
'�• 'Y' a,
4
6
Katth warehouse
&ervtceBulidi:5g
Jr
0 $had J: i T ai 4 x
•+ 4.,
4[
umuftlidling
Used C
$lied
�►
� rF'-
. s yx
; �:.-
L .:'
dr .t�i•.q�k ! wh ,F
R 31QOdtiMdTen%;s w 011S1edf;i 3
Dowttseml - I4
`Ildn'. Olttfall J Fllma Alalntenence shop r ` ��
4Outtitll nr
r;,
68P Poly t3allding t, r �•• '• 200,040 (W Sb Fuel Oil Tank „
Uelugs9aaln ":�,, +■
, W Got Fife Pump
AdMoMM a i - Dlesal Tank Vr
4,000 �E 12 Fuel 00 Tank . 1 AN Gal Gasoline Tank F 1
Drum � SadlmsM Baain r:} ' n �w ; y , !� a•r ] Cell CoollnaTmer' , or ids
Storage < _+¢ " . �n+, 6000e1 el Tank: ''t". �` 00,0000e1120WO[lTanh tA000at01ssetTen% :w
'f�•'� lam.
trnpcundtnat4i 3 04 Coomtg Towim
�'t�OsKif tt13 �.. fi„ y ei ��` � �: ��� �' _,fs}• t , —
r,
sty . 1 yS
•,. a �,_� � ti � � i x��' �� r�g � o'� � rrl � ti ✓�r,.4, � •"s.�.,, �Qeaf Path ReCyCghg
:•�raxelr Blta�• ,• u. .•�r. y.f r
II WeaiewaterTreehtroet',�. ' �" .`'q�
E' 'tijr>v, ,a: r u ^ ;1` r `r' T. e .', 1. rr �, �'•*�'� ' FIWS 61011%le�e+ Slat
Ls# 1
4� s r'� � ,.-�• Zr :,��7 ;—S e � 1 �'�k� 5 �� � -r � �'ti .. . fit, } �4in, ,y'+' y
. °fir � ti 4 s �j1 � •� ' � ` '.,*.� �..'� J����sr�`�����,�,�:�11
ns Bobcat and Beekhom far I Reapoi+tle fi
,wastewater Treabnord
hgfy�.�t jJr r�++p`fiJ Scr. Ar',ti, uV'.7 .,3}1j'
A Band Pike forr q Wx
71:1 ]'12:W /f•Mry M Jph • it .S+Qp y ] i TIIF.Ir(c
e_b,; i - •' F �� +F ,�,.lt4 �C 4 $'I`.'`i`j - `•.c ay [ 1- ��II _ 3.a a.L- ts%A•.r S ��Y�
MI
- ,'.ti] c'r¢».. ':' - a?;�'s + Tt ,�,' dy. - .s`0'°i k r �, _ • - ., ar "_t,t:, i k �ti ' - >P1V �,•= s-
` 7�.` „r a x w, 4 1 'd, •� s 1�, - r..;atitr�* ':+i, , r �r :,�I •� /. F �y _ C. Q
F
�a �.. dr ;.11Slr A3,lY"l. V'�. ...i:.#,W._.�iZ 6r'-y,s�r.�a�r�' ��l., ..-ti �'"�.�:� f,. �'� '�;}_ '.'�• i. -�. u,;�<-e5.. �.,� ,W.�,d ,,.-�� i. - '
FIGURE NUMBER: 2 LEGEND: SITE LAYOUT MAP
REFERENCE: 2013 Google Maps 1 Starmwater Outfall DAKAmeriess LLC
PROJECTNO.: ENMO 130163.Qp Films Area of Plant Inside Resins Area 1316 Cedar Creek Road
SCALE: As Shawn I Fayetteville, North Carolina EU

.s3 rx` d ��i- f --� -. :,+�,.. _.. 4�=`-`may• - - - r' a�.� .:- r a r'ir. - ,_, ,'.' e
f �� _ aI - �'' * 4 ••-:Y 9 'ter - .'F Y - ^.Y � .
r'r'�.�"` r-�'�,'�,.• �2� , w - +a .. i! -� � •': rF �� � r+ - .� .7F� + i_` +7�t N
{"IF F��n± t _ Sa rlr 5.:- f•• `r, - _ �� yfMy
,r�•.�. [ wa4 •' r'•'Por jW
! - r 'h•. �''rrh kdx ^T."
DnlnagQ � :�;,5 .r � ',. : a . f � ` r .. � 4 - • i" " t• t,'q.: f� • � .
Area 1 - i �,, ` �,sk:' �• �':, ' . f MiBRggf
! r Y • ` Area 3 TP •• 4�+•
ri
oil
♦/�, 'rl►y`' •�ra. * ., f u'"wir,.,y, �• � � . ., i 7j } 1y�h%rdba7�F�
'emDrainage
!: Area 5
t) 1 4dlnD401 kr �
.n ,q..,
• "�i �"-T � °�' wt "s k � s Y a . s r i'�: I. { fir' + ., � ,, '�. �, A
a• r a �' d Dridfigi ' .� , � � ♦ -t / wr.^ +"'-!
�., :'. , NL 5rJ tG r ? 1 r , i. «v,ti{« • a� 4"�' `: t ,
YYf { r yr Drainager.A
I •5* 9 s - "�. � l tea, r-,9. �, ,, r � + � e ' r � L�, j{T� • �[ >
7'r4 F • Y 4, •i ,• v.. x - `• - t� �r `7 f7 , • / Am I i. �•r^ i'T� .. "h. ` ♦ �'
r,x TA r�.+I..J 5yy,•J r� -. 1' .�1. -, + - S - 6 a,� � '
{ - ^� _ � 3 ..`T*�� x r:, fit- - ;�• � t. -s`c w,'�'F � t w,.
" - � X 1 Y 7 - � r; '� •-5- r� � .� � ?..ra • Sr �b � r. 4e `"���� 'r �r 1 �a\s� _ _ " M - ��.�t� "'r • � R '�
1rt.}* "_ � 'o��r,,�, '`'��• r �K '`t #'"D _'?;a.. ,y*4 � �; � r � "�^ s .; s S ,;� • _ •� - / - •'. � ,.Y _- ... ; I �� �'��"' 4��i
r .. &��•'C A � -, �-„`^tia4 � S �,a� �` �� � +.•C���ie�" •ev �,► �•�iy _ _ `"_► , r � 7' - �c...Fjk„_ � �� _�.'�� .�q5.i Y'"t:��_: sg •• ;
•1.3' �,. Y�� $y ,� �..t�„` �'..'�, Y,�,x'+'�' � e ' r r - � e'� Y .t, rr,, L e.�r�a,L, r e �"
k� •y,,.,m 4s �• t+, rid, �,',�,�.� Ar��., y •;.2 -'�� �•� ,.4� �is•� "�'"'�'"�"t• � �L: h� - �$e•��k"'� � � ��r + �-.,�I � �� ,:'R+ G��, ' ,
:s._ S. - � -a_._ .� .x ,.1. 'Cr•... •J� .'�+: ?. 4. T.1. i'1:+. A-i., ru ..ax^;,•,r-. ,� .�
FIGURE NUMBER: d LEGEND: SITE STORMWATER MAP
t Stormwater Outfall
REFERENCE: 20I3 Google Maps DAK Americas LLC
PROJECT NO.: ENMO130183.00 • — — — Approximate Boundary of Drainage Area 1316 Cedar Creek Road
SCALY: As Shown Direction of Surface Stormwater Flow Fayetteville, North Carolina

p_2� •*s enl-1-4
_ 5•F' e,•s•�.", ki ,.; . - - P'-'.=";f` �w-a ..' ,.,y �: �v... ,.
4'tr`+.�' "�iV, ,{��r � � 'Qy 4 + , •'�S'9�,`"a.� ' •. :� �� f `+' -.'.. ; � -A r+�,• , b . � T�.-
- >.: piKfH'" f ► .tCC r.�.., y'-s• n'r r _ • 'a . • } ~ Y j ..• }�',f `+�".h.Sr.i. • '":�f .S.
Dralnop
;f y �' -r " . , f 17' •.1 . " , ` OrWnypVJ
i S i `2°x..S , r *1 .t. ,• �, s r ,e • v r iN
, p� , � n,#> '1- '�•, -+I'� r �!��;,ry i5 ,. ! �.�r • ►A�„` \ � ' wi:i �" S^" r', �?�.'- a � '1•�►,
4iA } a ? E' nf► �;s yk '�' i _ I Ir r 1 \ x� ., L �`.
•',u �s, A , r � ��rr \, ! i •+ads,, 4,• '�� � ! K :', .� °L;.� •' .� \ � � 1 •� ... �i '"�� �j1 1t�s + J�15�+' !,
04em .t "".,f .. �y ��j'iS.E.,,: I\ r: ' a+. �k.�' r ` '• tit
.► �' -" sf',4h ♦iciattllll
��" ,• � � �. ,! - � ram• I - . • �:'• • I• - ... �-
Am 5
ICE
Ar
f , X. i%S ra �7i i�, r w.,,Y.. , w / . , ti �w' ">• ►`��
P Sl'k 4 c s y '1• 3
"t, r dy,+•} , i ► i'• S}t.1s > > `:. 7: ,,,� t - v • in. �'� A'.e .,- '-..h,,,....kz a'e
fy6y,,'�utrepoo� �.� w'�� ��<� 1 owtaltoo4 � a��� � 1��,� ��'.. �,� � r " i '.`�. ,k ••�. ,�
�?�,,p��'w�",�dj�,',�i r-'ti`{ k�M��; r�ar4� '���r �'cx T, �r .s !it} ` r�s, �f` `���. � Z• ;�3 %,.s � W.. " ���';�
:�"•}Lj+�w�# ����.�r��t7Y'tir�.Fil ��fl�i1'�°���i���Tr �1��•. �"+ ,i,l�Y .'�'�` :�+ -`;�r• '�'�� �•'�1ir� � \ �•^ ti. '�. �`"�'r'ie. ,L'�IS ""_,�7>.`!+
Y S
Drilftege , 1 r ' ' f " t "r ♦ �,+�' •y�,,° `r ; rt`.q j
•.L. "���i } 1-A'� ��� 4j. Yii `,'ii AwZ 1 %� !, - , C r Y �1 I * ►'_ !h$
° , i±�T g c` K� a► �� � � ti Drelogge ► �i ;d t s ii at
��. i� `n r6� 3 .b x Nl ► 'S},w +e1 ' a', ! • �a• 1 ry Af0 A 7' M1 ,
}'
'�u'l'7 'Sk..at`~�"'L'1';=.Y,t,#'i.,,•Y 'SP I � ,.1 rrY �;•j �,q,,,f ' v'. .: �Y i'vi`�� f ti
} Y• F x s* i �► \x7" �• s I I 1 ` " `.1 .: •y. � ; � i e
{ rx �a��Sa� I.€ �; 9 v �•..' Anoa _ i"T- 'i4.
wC• - `, ' �f` rs, r
", k • s Lti `} { i it tiw5t�f �, " r s011 FF ..
s_'!-a .' m 9-- y r - +,IiS'"ki► W IMn-
,e'S�"N"�•�'"i`.-, Ms}.. .. r,. n - ?+f�''"� °•�'rx+i ''•,9
�ikA :.�,C y�: - 3 , s. J � • ; -'+s �- aMi ��,w`��i � i �rf 4 _ � �"�,• ` ;�`�•? :.^?�,�R i !' • ' _ _ 96, � `Y'_ �t� h'Y'` �'+y`+•�j � �� `v y %-�
¢ iT 4 '�srt'�:-ice_'-� s,�.•' _ i 'i '5i .1�.sr Y ,� "�! i4�'+.,YY«���I t•.�+�e, � ��s'I�Ir F xw.�r� �+Th. �5..,,
T; Y+r.X ` ,,G _ a•,"`r ,.w'. ��. tr� ! e. e�..•• ''s ' - -
L i " N� �` °S - ��-� xi"': i '^'f�s}v� K .,,,75� /Jh� .• '�-p e,�s. :'� ,r.• x ti; i--
h�Y - i.•Yti�4..� C tf" t 1Lf�l ����f^��jY� /���.i� +.0 •r". � y� ( fi '..r
r$�a� 74• n�n'�+ :'Y 1t Vs� 'Uihn�%'7Y` 7Ya Jrq$ �- � ��I- •'€+ ~•~ �•~ � rS-�VNu�O � � �,$.��`'�63��1�pi°� �%r�'A1 � �,
;
FIGURE NUMBER: 4 LEGEND: SITE STORMWATER MAP
Skortnwatcr putfall �
REFERENCE: 2013 Google Maps DAK Americas LLC
PROJECT' NO.: ENMO130183.00 Approximate Boundary of Drainage Area 1316 Cedar Greek Road "El
SCALE: As Shown Direction of Surface Stormwater Flow Fayetteville, North Carolina

DAK
OUTFALL
DATE COD 1,4 DIOXANE
SAMPLED mg/L mg/L
OIL & GREASE
mg/L
pH
SU
Rainfall SAMPLE PERIOD
Inches
OUTFALL 003
NO Flow
Year 1 Period 1(July 1, 2010 -Dec. 31, 2010)
OUTFALL 003
NO Flow
Year 1 Period 2 (Jan. 1, 2011- June 30, 2011)
OUTFALL 003
NO Flow
NO Flow
Year 2 Period 1(July 1, 2011- Dec. 31, 2011)
Year 2 Period 2 (Jan. 1, 2012- June 30, 2012)
OUTFALL 003
OUTFALL 003
NO Flow
Year 3 Period 1(July 1, 2012 -Dec. 31, 2012)
OUTFALL 003
OUTFALL 003
NO Flow
NO Flow
Year 3 Period 2 (Jan. 1, 2013- June 30, 2013)
Year 4 Period 1(July 1, 2013 -Dec. 31, 2013)
OUTFALL 003
NO Flow
Year 4 Period 2 (Jars. 1, 2014- June 30, 2014)
OUTFALL 003
NO Flow
Year 5 Period 1(July 1, 2014 -Dec. 31, 2014)

DAK
OUTFALL
DATE I COD 11,4 DIOXANE OIL & GREASE
SAMPLED mg/L mg/L mg/L
pH
SU
Rainfall SAMPLE PERIOD
Inches
OUTFALL 003
OUTFALL 003
NO Flow
NO Flow
Year 1 Period 1(July 1, 2010 -Dec. 31, 2010)
Year 1 Period 2 (Ian. 1, 2011- June 30, 2011)
OUTFALL 003
NO Flow
Year 2 Period 1(July 1, 2011- Dec. 31, 2011)
OUTFALL 003
NO Flow
Year 2 Period 2 (Jan. 1, 2012- June 30, 2012)
OUTFALL 003
NO Flow
NO Flow
Year 3 Period 1(July 1, 2012 -Dec. 31, 2012)
Year 3 Period 2 (Jan. 1, 2013- June 30, 2013)
OUTFALL0031
OUTFALL 003
NO Flow
Year 4 Period 1(July 1, 2013 -Dec. 31, 2013)
OUTFALL 003
NO flaw
Year 4 Period 2 (Jan. 1, 2014- June 30, 2014)
OUTFALL 003
NO Flow
Year 5 Period 1(July 1, 2014 -Dec. 31, 2014)

DAK
OUTFALL
DATE
SAMPLED
COD
mg/L
1,4 DIOXANE
mg/L
OIL & GREASE
mg/L
PH
SU
Rainfall
inches
SAMPLE PERIOD
OUTFALL F
12/4/2010
<10
0.052
<5
6.36
0.2
Year 1 Period 1 (July 1, 2010 -Dec. 31, 2010)
OUTFALL F
NO Flow
Year 1 Period 2 (Jan. 1, 2011- June 30, 2011)
OUTFALL F
9/20/2011
31
0.0997
<5
7.77
0.25
Year 2 Period 1 (July 1, 2011- Dec. 31, 2011)
OUTFALL F
1/18/2012
15
0.098
<5
7.11
0.55
Year 2 Period 2 (Jan. 1, 2012-June 30, 2012)
OUTFALL F
10/8/2012
<50
0.013
<5
7.56
1.24
Year 3 Period 1(July 1, 2012 -Dec. 31, 2012)
OUTFALL F
6/3/2013
<30
<.05
<5
7.42
0.5
Year 3 Period 2 (Jan. 1, 2013- June 30, 2013)
OUTFALL F
11/26/2013
<30
<.05
<5
7.07
1.85
Year 4 Period 1(July 1, 2013 -Dec. 31, 2013)
OUTFALL F
4/15/2014
58.5
<.05
<4.8
6.92
1.7
Year 4 Period 2 (Jan. 1, 2014- June 30, 2014)
OUTFALL F
11/22/2014
7.52
0.7
Year 5 Period 1(July 1, 2014 -Dec. 31, 2014)

DAK
OUTFALL
DATE
SAMPLED
COD
mg/L
1,4 DIOXANE
mg/L
OIL & GREASE
mg/L
pH
SU
Rainfall
inches
SAMPLE PERIOD
OUTFALL F
12/4/2010
<10
0.052
<5
6.36
0.2
Year 1 Period 1(July 1, 2010 -Dec. 31, 2010)
OUTFALL F
NO Flow
Year 1 Period 2 (Jan. 1, 2011-June 30, 2011)
OUTFALL F
9/20/2011
31
0.0997
<5
7.77
0.25
Year 2 Period 1(July 1, 2011- Dec. 31, 2011)
OUTFALL F
1/18/2012
15
0.098
<5
7.11
0.55
Year 2 Period 2 (Jan. 1, 2012- June 30, 2012)
OUTFALL F
10/8/2012
<50
0.013
<5
7.56
1.24
Year 3 Period 1(July 1, 2012 -Dec. 31, 2012)
OUTFALL F
6/3/2013
<30
<.05
<5
7.42
0.5
Year 3 Period 2 (Jan. 1, 2013- June 30, 2013)
OUTFALL F
11/26/2013
<30
<.05
<5
7.07
1.85
Year 4 Period 1(July 1, 2013 -Dec. 31, 2013)
OUTFALL F
4/15/2014
58.5
<.05
<4.8
6.92
1.7
Year 4 Period 2 (Jan. 1, 2014- June 30, 2014)
OUTFALL F
11/22/2014
7.52
0.7
Year 5 Period 1 (July 1, 2014 -Dec. 31, 2014)

DAK
OUTFALL
DATE
SAMPLED
I COD
mg/L
11,4DIOXANE
mg/L
OIL & GREASEJ
mg/L
pH
SU
Rainfall
Inches
SAMPLE PERIOD
OUTFALL G
NO Flow
Year 1 Period 1(July 1, 2010 -Dec. 31, 2010)
OUTFALL G
NO Flow
Year 1 Period 2 (Jan. 1, 2011-June 30, 2011)
OUTFALL G
9/20/2011
213
<,00966
<5
7.04
0.25
Year 2 Period 1(July 1, 2011- Dec. 31, 2011)
OUTFALL G
6/22/2012
89.9
0.0041
<5
7.1
0.2
Year 2 Period 2 (Jan. 1, 2012- June 30, 2012)
OUTFALL G
10/8/2012
108
0.024
<5
6.68
1.24
Year 3 Period 1(July 1, 2012 -Dec. 31, 2012)
OUTFALL G
6/3/2013
166
<.05
<5
6.67
0.5
Year 3 Period 2 (Jan. 1, 2013- June 30, 2013)
OUTFALL G
11/26/2013
112
<.05
<5
7.06
1.85
Year 4 Period 1(July 1, 2013 -Dec. 31, 2013)
OUTFALL G
4/15/2014
76.2
<.05
<4.7
6.75
1.7
Year 4 Period 2 (Jan. 1, 2014- June 30, 2014)
OUTFALL G
11/22/2014
7.56
0.7
Year 5 Period 1 (July 1, 2014 -Dec. 31, 2014)

DAK
OUTFALL
DATE
SAMPLED
COD
mg/L
1,4 DIOXANE OIL & GREASE
mg/L r
pH
SU
Rainfall
Inches
SAMPLE PERIOD
OUTFALL G
OUTFALL G
NO Flow
NO Flow
Year 1 Period 1(July 1, 2010 -Dec. 31, 2010)
Year 1 Period 2 (Jan. 1, 2011- June 30, 2011)
OUTFALL G
9/20/2011
213
<.00966
<5
7.04
0.25
Year 2 Period 1(July 1, 2011- Dec. 31, 2011)
OUTFALL G
6/22/2012
89.9
0.0041
<5
7.1
0.2
Year 2 Period 2 (Jan. 1, 2012- June 30, 2012)
OUTFALL G
10/8/2012
108
0.024
<5
6.68
1.24
Year 3 Period 1(July 1, 2012 -Dec. 31, 2012)
OUTFALL G
6/3/2013
166
<.05
<5
6.67
0.5
Year 3 Period 2 (Jan. 1, 2013- June 30, 2013)
OUTFALL G
11/26/2013
112
<.05
<5
7.06
1.85
Year 4 Period i (July 1, 2013 -Dec. 31, 2013)
OUTFALL G
4/15/2014
76.2
<.05
<4.7
6.75
1.7
Year 4 Period 2 (Jan. 1, 2014- June 30, 2014)
OUTFALL G
11/22/2014
7.56
0.7
Year 5 Period 1(July 1, 2014 -Dec. 31, 2014)

DAK
OUTFALL
"SAMPLED
OD
g/L
1,4 DIOXANE
mg/L
OIL &GREASE
r
pH
SU
Rainfall
Inches
SAMPLE PERIOD
OUTFALL H
OUTFALL H
NO Flow
Year 1 Period 1(July 1, 2010 -Dec. 31, 2010)
Year 1 Period 2 (Jan. 1, 2011- June 30, 2011)
OUTFALL H
NO Flow
Year 2 Period 1(July 1, 2011- Dec. 31, 2011)
OUTFALL H
NO Flow
<50
0.009
<5
6.47
1.24
Year 2 Period 2 (Jan. 1, 2012- June 30, 2012)
Year 3 Period 1 (July 1, 2012 -Dec. 31, 2012)
OUTFALL H
10/8/2012
OUTFALL H
6/3/2013
55.8
<.05
<5
6.85
0.5
Year 3 Period 2 (Jan. 1, 2013-June 30, 2013)
OUTFALL H
11/26/2013
71.3
<.05
<5
7.16
1.85
Year 4 Period 1(July 1, 2013 -Dec. 31, 2013)
OUTFALL H
4/15/2014
41.4
<.05
<4.7
6.81
1.7
Year Period 2 (Jan. 1, 2014-June 30, 2014)
OUTFALL H
11/22/2014
1
1
1
7.36
0.7
1 Year 5 Period 1(July 1, 2014 -Dec. 31, 2014)

DAK
OUTFALL
DATE
COD
mg/L
1,4 DIOXANE
mg/L
OIL &GREASE
mg/L
pH
SU
Rainfall
InchesOUTFALL
SAMPLE PERIOD
H
*SAMPLED
Flaw
=Yearleriod 1(July 1, 2010 -Dec. 31, 2010)
OUTFALL H
NO Flow
Year 1 Period 2 (Jan. 1, 2011- June 30, 2011)
OUTFALL H
NO Flow
Year 2 Period 1(July 1, 2011- Dec. 31, 2011)
OUTFALL H
NO Flow
Year 2 Period 2 (Jan. 1, 2012- June 30, 2012)
OUTFALL H
10/8/2012
<50
0.009
<5
6.47
1.24
Year 3 Period 1(July 1, 2012 -Dec. 31, 2012)
OUTFALL H
6/3/2013
55.8
<.05
<5
6.85
0.5
Year 3 Period 2 (Jan. 1, 2013-June 30, 2013)
OUTFALL H
11/26/2013
71.3
<.05
<5
7.16
1.85
Year 4 Period 1(July 1, 2013 -Dec. 31, 2013)
OUTFALL H
4/15/2014
41.4
<.05
<4.7
6.81
1.7
Year 4 Period 2 (Jan. 1, 2014- June 30, 2014)
OUTFALL H
11/22/2014
7.36
0.7
Year 5 Period 1(July 1, 2014 -Dec. 31, 2014)

DAK
OUTFALL
DATE
SAMPLED
COD
mg/L
1,4 DIOXANE
mg/L
OIL & GREASE
mg/L
PH
SU
Rainfall
Inches
SAMPLE PERIOD
OUTFALL I
NO Flow
Year 1 Period 1(July 1, 2010 -Dec. 31, 2010)
OUTFALL I
NO Flow
Year 1 Period 2 (Jan. 1, 2011- June 30, 2011)
OUTFALL I
NO Flow
Year 2 Period 1(July 1, 2011- Dec. 31, 2011)
OUTFALL 1
6/22/2012
23.9
0.00256
<5
6.68
0.2
Year 2 Period 2 (Jan. 1, 2012- June 30, 2012)
OUTFALL 1
10/8/2012
<50
<.001
<5
6.73
1.24
Year 3 Period 1(July 1, 2012 -Dec. 31, 2012)
OUTFALL 1
6/3/2013
38.4
<.05
<5
6.93
0.5
Year 3 Period 2 (Jan. 1, 2013- June 30, 2013)
OUTFALL 1
11/26/2013
<30
<.05
<5
6.95
1.85
Year 4 Period 1(July 1, 2013 -Dec. 31, 2013)
OUTFALL 1
5/14/2014
180
<.05
<4.5
6.9
3.8
Year 4 Period 2 (Jan. 1, 2014- June 30, 2014)
OUTFALL I
Year 5 Period 1(July 1, 2014 -Dec. 31, 2014)

DAK
OUTFALL
DATE
COD
mg/L
1,4 DIOXANE
mg/L
OIL & GREASE
mg/L
PH
SU
Rainfall
Inches
SAMPLE PERIOD
OUTFALL I
tSAMPLED
Flow
Year 1 Period 1(July 1, 2010 -Dec. 31, 2010)
OUTFALL I
NO Flow
Year 1 Period 2 (Jan. 1, 2011- June 30, 2011)
OUTFALL I
NO Flow
6.68
0.2
Year 2 Period 1(July 1, 2011- Dec. 31, 2011)
Year 2 Period 2 (Jan. 1, 2012-June 30, 2012)
OUTFALL 1
6/22/2012
23.9 0.00256 <5
OUTFALL 1
10/8/2012
<50
<.001
<5
6.73
1.24
Year 3 Period 1(July 1, 2012 -Dec. 31, 2012)
OUTFALL 1
6/3/2013
38.4
<.05
<5
6.93
0.5
Year 3 Period 2 (Jan. 1, 2013-June 30, 2013)
OUTFALL 1
11/26/2013
<30
<.05
<5
6.95
1.85
Year 4 Period 1 (July 1, 2013 -Dec. 31, 2013)
OUTFALL 1
5/14/2014
180
<.05
<4.5
6.9
3.8
Year 4 Period 2 (Jan. 1, 2014-June 30, 2014)
OUTFALL I
Year 5 Period 1(July 1, 2014 -Dec. 31, 2014)

DAiK
OUTFALL
DATE
SAMPLED
COD
mg/L
1,4 DIOXANE
mg/L
OIL & GREASE
mg/L
pH
SU
Rainfall
Inches
SAMPLE PERIOD
OUTFALL J
12/4/2010
<10
<.00475
<5
6.34
0.2
Year 1 Period 1(July 1, 2010 -Dec. 31, 2010)
OUTFALL J
NO Flow
Year 1 Period 2 (Jan. 1, 2011- June 30, 2011)
OUTFALL J
9/20/2011
21
<.00967
<5
6.85
0.25
Year 2 Period 1(July 1, 2011- Dec. 31, 2011)
OUTFALL J
1/18/2012
15
<.00958
<5
6.96
0.55
Year 2 Period 2 (Jan. 1, 2012- June 30, 2012)
OUTFALL J
10/8/2012
165
<.002
<5
6.71
1.24
Year 3 Period 1(July 1, 2012 -Dec. 31, 2012)
OUTFALL J
6/3/2013
47.3
<.05
<5
6.76
0.5
Year 3 Period 2 (Jan. 1, 2013- June 30, 2013)
OUTFALL J
11/26/2013
<30
<.05
<5
6.7
1.85
Year 4 Period 1(July 1, 2013 -Dec. 31, 2013)
OUTFALL J
5/14/2014
112
<.05
<4.8
7.2
3.8
Year 4 Period 2 (Jan. 1, 2014- June 30, 2014)
OUTFALL J
11/22/2014
7.07
0.7
Year 5 Period 1(July 1, 2014 -Dec. 31, 2014)

OAK
OUTFALL
DATE
SAMPLED
COD
mg/L
1,4 DIOXANE
mg/L
OIL & GREASE
mg/L
pH
SU
Rainfall
Inches
SAMPLE PERIOD
OUTFALL J
12/4/2010
<10
<.00475
<5
6.34
0.2
Year I Period 1(July 1, 2010 -Dec. 31, 2010)
OUTFALL J
NO Flow
Year 1 Period 2 (Jan. 1, 2011- June 30, 2011)
OUTFALL J
9/20/2011
21
<.00967
<5
6.85
0.25
Year 2 Period 1(July 1, 2011- Dec. 31, 2011)
OUTFALL J
1/18/2012
15
<.00958
<5
6.96
0.55
Year 2 Period 2 (Jan. 1, 2012- June 30, 2012)
OUTFALL J
10/8/2012
165
<.002
<5
6.71
1.24
Year 3 Period 1(July 1, 2012 -Dec. 31, 2012)
OUTFALLJ
6/3/2013
47.3
<.05
<5
6.76
0.5
Year 3 Period 2 (Jan. 1, 2013-June 30, 2013)
OUTFALL J
11/26/2013
<30
<.05
<5
6.7
1.85
Year 4 Period I (July 1, 2013 -Dec. 31, 2013)
OUTFALL J
5/14/2014
112
<.05
0.8
7.2
3.8
Year 4 Period 2 (Jan. 1, 2014- June 30, 2014)
OUTFALL J
11/22/2014
7.07
0.7
Year 5 Period 1(July 1, 2014 -Dec. 31, 2014)

DAK
OUTFALL
DATE
SAMPLED
COD
mg/L
1,4 DIOXANE
mg/L
OIL & GREASE
mg/L
pH
SU
Rainfall
Inches
SAMPLE PERIOD
OUTFALL 001
12/4/2010
96.3
<.00481
<5
6.31
0.2
Year 1 Period 1(July 1, 2010 -Dec. 31, 2010)
OUTFALL 001
NO Flow
Year 1 Period 2 (Jan. 1, 2011- June 30, 2011)
OUTFALL 001
9/20/2011
74.3
<.00963
<5
7.08
.25
77
Year 2 Period 1(July 1, 2011- Dec. 31, 2011)
Outfall 001 was added to NPDES Permit NCO003719 due to receiving a discharge of Non -Contact Cooling Tower.

DAK
OUTFALL
DATE
SAMPLED
COD
mg/L
1,4 DIOXANE
mg/L
OIL & GREASE
mg/L
pH
SU
Rainfall
Inches
SAMPLE PERIOD
OUTFALL 001
12/4/2010
96.3
<.00481
<5
6.31
0.2
Year 1 Period 1(July 1, 2010 -Dec. 31, 2010)
OUTFALL 001
NO Flow
Year 1 Period 2 (Jan. 1, 2011- June 30, 2011)
OUTFALL 001
9/20/2011
74.3
<.00963
<5
7.08
7
Year 2 Period 1(July 1, 2011- Dec. 31, 2011)
Outfall 001 was added to NPDES Permit NC0003719 due to receiving a discharge of Non -Contact Cooling Tower.

DAK
OUTFALL
DATE
SAMPLED
COD
mg/L
1,4 DIOXANE
mg/L
OIL & GREASE
mg/L
pH
SU
Rainfall
Inches
SAMPLE PERIOD
OUTFALL 004*
9/20/2013
38.4
<4.3
6.75
0.1
Year 5 Period 1(April 1, 2013 -Sept. 31, 2013)
OUTFALL 004*
5/14/2014
44.4
<.05
<4.7
7.1
3.8
Year 4 Period 2 (Jan. 1, 2014- June 30, 2014)
OUTFALL 004
11/22/2014
7.22
0.7
Year 5 Period 1 (July 1, 2014 -Dec. 31, 2014)
*DAK Purchased Dupont facility sampling under Permit #NC5000056
* Permit #NCS000056 was resinded outfall 004 was added to Permit NC5000389

DAK
OUTFALL
DATE
SAMPLED
COD
mg/L
1,4 DIOXANE
mg/L
OIL & GREASE
mg/L
pH
SU
Rainfall
Inches
SAMPLE PERIOD
OUTFALL 004*
9/20/2013
38.4
<4.3
6.75
0.1
Year 5 Period 1(April 1, 2013 -Sept. 31, 2013)
OUTFALL 004*
5/14/2014
44.4
<.05
<4.7
7.1
3.8
Year 4 Period 2 (Jan. 1, 2014- June 30, 2014)
OUTFALL 004
11/22/2014
7.22
0.7
Year 5 Period 1(July 1, 2014 -Dec. 31, 2014)
*DAK Purchased Dupont facility sampling under Permit #NC5000056
* Permit #NCS000056 was resinded outfall 004 was added to Permit NCS000389

DAK
DATE COLOR ODOR Clarity Floating SS FOAM OIL Erosion Or Other Indicators
OUTFALL
SAMPLED Solids SHEEN Deposition Of SW Pollution
OUTFALL 003
NO Flow
OUTFALL 003
NO Flow
OUTFALL 003
NO Flow
OUTFALL 003
NO Flow
OUTFALL 003
NO Flow
OUTFALL 003
NO Flaw
OUTFALL 003
NO Flow
OUTFALL 003
NO Wow
OUTFALL 003
NO Flow
SAMPLE PERIOD
Year 1 Period 1(July 1, 2010 -Dec. 31, 2010)
Year 1 Period 2 (Jan. 1, 2011- June 30, 2011)
Year 2 Period 1(July 1, 2011- Dec. 31, 2011)
Year 2 Period 2 (Jan. 1, 2012- June 30, 2012)
Year 3 Period 1(July 1, 2012 -Dec. 31, 2012)
Year 3 Period 2 (Jan, 1, 2013- June 30, 201LZ 3)
Year 4 Period 1 (July 1, 2013 -Dec. 31, 20131
Year 4 Period 2 (Jan. 1, 2014- June 30, 2014)
Year 5 Period 1(July 1, 2014 -Dec. 31, 2014)

DAK DATE COLOR ODOR Clarity Floating SS FOAM OIL Erosion Or Other Indicators
OUTFALL I SAMPLED Solids SHEEN Deposition I Of SW Pollution
OUTFALL 003 NO Flow
OUTFALL 003 NO Flow
OUTFALL 003 NO Flow
OUTFALL 003 NO Flow
OUTFALL 003 NO Flow
OUTFALL 003 NO Flow
OUTFALL 003 NO Flow
OUTFALL 003 NO Flow
OUTFALL 003 NO Flow
SAMPLE PERIOD
Year 1 Period 1 (July 1, 2010 -Dec. 31, 2010)
Year 1 Period 2 (Jan. 1, 2011- June 30, 2011)
Year 2 Period 1(July 1, 2011- Dec. 31, 2011)
Year 2 Period 2 (Jan. 1, 2012- June 30, 2012)
Year 3 Period 1(July 1, 2012 -Dec. 31, 2012)
Year 3 Period 2 (Jan. 1, 2013- June 30, 2013)
Year 4 Period 1(July 1, 2013 -Dec. 31, 2013)
Year 4 Period 2 (Jan. 1, 2014- June 30, 2014)
Year 5 Period 1 (July 1, 2014 -Dec. 31, 2014)

DAK
OUTFALL
DATE
SAMPLED
COLOR
ODOR
Clarity
Floating
Solids
SS
FOAM
OIL
SHEEN
Erosion Or
Deposition
Other Indicators
Of SW Pollution
SAMPLE PERIOD
OUTFALL F
OUTFALL F
OUTFALL F
12/4/2010
NO Fic
9/20/2011
Grey
Tan
None
Musky
Cloudy
Cloudy
None
None
None
None
None
None
None
None
None
None
None
None
Year 1 Period 1(July 1, 2010 -Dec. 31, 2010)
Year 1 Period 2 (Jan. 1, 2011- June 30, 2011)
Year 2 Period 1 (July 1, 2011- Dec. 31, 2011)
OUTFALL F
1/18/2012
Light Blue
None
Clear
None
None
None
None
None
None
Year 2 Period 2 (Jan. 1, 2012- June 30, 2012)
OUTFALL F
10/8/2012
Grey
None
Clear
None
None
None
None
None
None
Year 3 Period 1(July 1, 2012 -Dec. 31, 2012)
OUTFALL F
6/3/2013
Tan
None
Clear
None
None
None
None
None
None
Year 3 Period 2 ()an. 1, 2013- June 30, 2013)
OUTFALL F
11/26/2013
Greenish
None
Clear
None
None
None
None
None
None
Year 4 Period 1(July 1, 2013 -Dec. 31, 2013)
OUTFALL F
4/15/2014
Tan
None
Clear
None
None
None
None
None
None
Year 4 Period 2 (Jan. 1, 2014-June 30, 2014)
OUTFALL F
11/22/2014
Tan
None
Clear
None
None
None
None
None
None
Year 5 Period i (July 1, 2014 -Dec. 31, 2014)

DAK
OUTFALL
DATE
SAMPLED
COLOR
ODOR
Clarity
Floating
Solids
SS
FOAM
OIL
SHEEN
Erosion Or
Deposition
Other Indicators
Of SW Pollution
SAMPLE PERIOD
OUTFALL F
OUTFALL F
OUTFALL F
12/4/2010
NO Flow
9/20/2011
Grey
Tan
None
Musky
Cloudy
Cloudy
None
None
None
None
None
None
None
None
None
None
None
None
Year 1 Period 1(July 1, 2010 -Dec. 31, 2010)
Year 1 Period 2 (Jan. 1, 2011- June 30, 2011)
Year 2 Period 1(July 1, 2011- Dec. 31, 2011)
OUTFALL F
1/18/2012
Light Blue
None
Clear
None
None
None
None
None
None
Year 2 Period 2 (Jan. 1, 2012- June 30, 2012)
OUTFALL F
10/8/2012
Grey
None
Clear
None
None
None
None
None
None
Year 3 Period 1(July 1, 2012 -Dec. 31, 2012)
OUTFALL F
6/3/2013
Tan
None
Clear
None
None
None
None
None
None
Year 3 Period 2 (Jan. 1, 2013- June 30, 2013)
OUTFALL F
11/26/2013
Greenish
None
Clear
None
None
None
None
None
None
Year 4 Period i (July 1, 2013 -Dec. 31, 2013)
OUTFALL F
4/15/2014
Tan
None
Clear
None
done
None
None
None
None
Year 4 Period 2 (Jan. 1, 2014- June 30, 2014)
OUTFALL F
11/22/2014
Tan
None
Clear
None
None
done
None
None
None
Year 5 Period 1(July 1, 2014 -Dec. 31, 2014)

DAK
OUTFALL
OUTFALL G
OUTFALL G
OUTFALL G
DATE
SAMPLED
NO Flow
NO Flow
9/20/2011
COLOR
Tan
ODOR
Musky
Clarity
Cloudy
Floating
Solids
None
SS
Some
FOAM
None
OIL
SHEEN
None
Erosion Or
Deposition
None
Other Indicators
Of SW Pollution
None
SAMPLE PERIOD
Year 1 Period 1 (July 1, 2010 -Dec. 31, 2010)
Year 1 Period 2 (Jan. 1, 2011- June 30, 2011)
Year 2 Period i (July 1, 2011- Dec. 31, 2011)
OUTFALL G
6/22/2012
Tan
None
Clear
Some
None
None
None
None
None
Year 2 Period 2 (Jan. 1, 2012- June 30, 2012)
OUTFALL G
10/8/2012
Grey
None
Clear
Some
None
None
None
None
None
Year 3 Period i (July 1, 2012 -Dec. 31, 2012)
OUTFALL G
6/3/2013
Tan
Musky
Cloudy
Some
None
None
None
None
None
Year 3 Period 2 (Jan. 1, 2013-June 30, 2013)
OUTFALL G
11/26/2013
Tan
None
Cloudy
Some
Some
None
None
None
None
Year 4 Period i (July 1, 2013 -Dec. 31, 2013)
OUTFALL G
4/15/2014
Tan
None
Clear
None
None
None
None
None
None
Year 4 Period 2 (Jan. 1, 2014- June 30, 2014)
OUTFALL G
11/22/2014
Tan
None
Clear
None
None
None
None
None
None
Year 5 Period 1(July 1, 2014 -Dec. 31, 2014)

OAK
OUTFALL
OUTFACE G
OUTFALL G
OUTFALL G
DATE
SAMPLED
NO Flow
NO Flow
9/20/2011
COLOR
Tan
ODOR
Musky
Clarity
Cloudy
Floating
Solids
None
SS
Some
FOAM
None
OIL
SHEEN
None
Erosion Or
Deposition
None
Other Indicators
Of SW Pollution
None
SAMPLE PERIOD
Year 1 Period 1(July 1, 2010 Dec. 31, 2010)
Year 1 Period 2 (Jan. 1, 2011- June 30, 2011)
Year 2 Period i (July 1, 2011- Dec. 31, 2011)
OUTFALL G
6/22/2012
Tan
None
Clear
Some
None
None
None
None
None
Year 2 Period 2 (Jan. 1, 2012- June 30, 2012)
OUTFALL G
10/8/2012
Grey
None
Clear
Some
None
None
None
None
None
Year 3 Period i (July 1, 2012 -Dec. 31, 2D12)
OUTFALL G
6/3/2013
Tan
Musky
Cloudy
Some
None
None
None
None
None
Year 3 Period 2 (Jan. 1, 2013- June 30, 2013)
OUTFALL G
11/26/2013
Tan
None
Cloudy
Some
Some
None
None
None
None
Year 4 Period 1(July 1, 2013 -Dec. 31, 2013)
OUTFALL G
4/15/2014
Tan
None
Clear
None
None
None
None
None
done
Year 4 Period 2 {Jan. 1, 2014- June 30, 2014)
OUTFALL G
11/22/2014
Tan
None
Clear
None
None
None
None
None
None
Year 5 Period 1(July 1, 2014 -Dec. 31, 2014)

QAK
DATE
COLOR
ODOR
Clarity
Floating
55
FOAM
OIL
Erosion Or
Other indicators
SAMPLE PERIOD
OUTFALL
SAMPLED
Solids
SHEEN
Deposition
Of SW Pollution
OUTFALL H
NO Flow
Year 1 Period 1(July 1, 2010 -Dec. 31, 2010)
OUTFALL H
NO Flow
Year 1 Period 2 (Jan. 1, 2011- June 30, 2011)
OUTFALL H
NO Flow
Year 2 Period 1(July 1, 2011- Dec. 31, 2011)
OUTFALL H
NO Fiow
Year 2 Period 2 (Jan. 1, 2012- June 30, 2012)
OUTFALL H
10/8/2012
Grey
None
Clear
Some
None
None
None
None
None
Year 3 Period 1(July 1, 2012 -Dec. 31, 2012)
OUTFALL H
6/3/2013
Grey
Musky
Clear
Some
None
None
None
None
None
Year 3 Period 2 (Jan. 1, 2013- June 30, 2013)
OUTFALL H
11/26/2013
Tan
None
Clear
Some
Some
None
None
None
None
Year Period i (July 1, 2013 -Dec. 31, 2013)
OUTFALL H
4/15/2014
Tan
None
Clear
None
None
None
None
None
None
Year 4 Period 2 (Jan. 1, 2014- June 30, 2014)
OUTFALL H
11/22/2014
Tan
None
Clear
None
None
None
None
None
None
Year 5 Period 1(July 1, 2014 -Dec. 31, 2014)

OAK
DATE
COLOR
ODOR
Clarity
Floating
S5
FOAM
OIL
Erosion Or
Other Indicators
SAMPLE PERIOD
OUTFALL
SAMPLED
I
Solids
I
SHEEN
Deposition
Of SW Pollutlon
OUTFALL H
NO Flow
Year 1 Period 1(July 1, 2010 -Dec. 31, 2010)
OUTFALL H
I NO Flow
Year 1 Period 2 (Jan. 1, 2011- June 30, 2011)
OUTFALL H
NO Flow
Year 2 Period 1(July 1, 2011- Dec. 31, 2011)
OUTFALL H
NO Flow
Year 2 Period 2 ()an. 1, 2012- June 30, 2012)
OUTFALL H
10/8/2012
Grey
None
Clear
Some
None
None
None
None
None
Year 3 Period 1(July 1, 2012 -Dec. 31, 2012)
OUTFALL H
6/3/2013
Grey
Musky
Clear
Some
None
None
None
None
None
Year 3 Period 2 (Jan. 1, 2013- June 30, 2013)
OUTFALL H
11/26/2013
Tan
None
Clear
Some
Some
None
None
None
None
Year 4 Period 1(July 1, 2013 -Dec. 31, 2013)
OUTFALL H
4/15/2014
Tan
None
Clear
None
None
None
None
None
None
Year 4 Period 2 (Jan. 1, 2014- June 30, 2014)
OUTFALL H
11/22/2014
Tan
None
Clear
None
None
None
None
None
None
Year 5 Period 1(July 1, 2014 -Dec. 31, 2014)

DAK
OUTFALL
OUTFALL I
OUTFALL I
OUTFALL I
DATE
SAMPLED
NO Flow
NO Flow
NO Flow
6/22/2012
COLOR
light blue
ODOR
None
Clarity
Clear
Floating
Solids
None
SS
None
FOAM
None
OIL
SHEEN
None
Erosion Or
Deposition
None
Other Indicators
Of SW Pollution
None
SAMPLE PERIOD
Year 1 Period 1(July 1, 2010 -Dec. 31, 2010)
Year 1 Period 2 (Jan. 1, 2011- June 30, 2011)
Year 2 Period 1 (July 1, 2011- Dec. 31, 2011)
Year 2 Period 2 (Jan. 1, 2012- June 30, 2012)
OUTFALL 1
OUTFALL l
10/8/2012
Grey
None
Clear
None
None
None
None
None
None
Year 3 Period 1(July 1, 2012 -Dec. 31, 2012)
OUTFALL 1
6/3/2013
Grey
None
Clear
None
None
None
None
None
None
Year 3 Period 2 (Jan. 1, 2013- June 30, 2013)
OUTFALL 1
21/26/2013
Grey
None
Clear
None
Some
None
None
None
None
Year Period 1 (July 1, 2013 -Dec. 31, 2013)
OUTFALL 1
5/14/2014
Grey
None
cloudy
None
None
None
None
Bone
None
Year Period 2 (Jan. 1, 2014-June 30, 2014)
OUTFALL I
NO Flow
Year 5 Period 1 (July 1, 2014 -Dec. 31, 2014)

DAK
OUTFALL
OUTFALL I
OUTFALL I
OUTFALL I
OUTFALL I
DATE
SAMPLED
NO Flow
NO Flow
NO Flow
6/22/2012
COLOR
light blue
ODOR
None
Clarity
Clear
Floating
Solids
None
SS
None
FOAM
None
OIL
SHEEN
None
Erosion Or
Deposition
None
Other Indicators
Of SW Pollution
None
SAMPLE PERIOD
Year 1 Period 1(July 1, 2010 -Dec. 31, 2010)
Year 1 Period 2 (Jan. 1, 2011- June 30, 2011)
Year 2 Period 1(July 1, 2011- Dec. 31, 2011)
Year 2 Period 2 (Jan. 1, 2012-June 30, 2012)
OUTFALL 1
10/8/2012
Grey
None
Clear
None
None
None
None
None
None
Year 3 Period 1(July 1, 2012 -Dec. 31, 2012)
OUTFALL 1
6/3/2013
Grey
None
Clear
None
None
None
None
None
None
Year 3 Period 2 (Jan. 1, 2013- June 30, 2013)
OUTFALL 1
11/26/2013
Grey
None
Clear
None
Some
None
None
None
None
Year 4 Period 1(July 1, 2013 -Dec. 31, 2013)
OUTFALL 1
5/14/2014
Grey
None
cloudy
None
None
None
None
None
None
Year 4 Period 2 (Jan. 1, 2014-June 30, 2014)
OUTFALL I
NO Flow
Year 5 Period 1 (July 1, 2014 -Dec. 31, 2014)

OAK
OUTFALL
DATE
SAMPLED
COLOR
ODOR
Clarity
Floating
Solids
SS
FOAM
OIL
SHEEN
Erosion Or
Deposition
Other Indicators
Of SW Pollution
SAMPLE PERIOD
OUTFALL J
OUTFALLJ
OUTFALL J
12/4/2010
No Flow
9/20/2011
Grey
light blue
None
None
Cloudy
Clear
None
None
Some
None
None
None
None
None
None
None
None
None
Year 1 Period 1(July 1, 2010 -Dec. 31, 2010)
Year 1 Period 2 (Jan. 1, 2011- June 30, 2011)
Year 2 Period 1(July 1, 2011- Dec. 31, 2011)
OUTFALL J
1/18/2012
light blue
None
Clear
None
None
None
None
None
None
Year 2 Period 2 (Jan. 1, 2012- June 30, 2012)
OUTFALL J
10/8/2012
Grey
None
Clear
None
None
None
None
None
None
Year 3 Period 1(July 1, 2012 -Dec. 31, 2012)
OUTFALL J
6/3/2013
dark brown
None
Cloudy
Some
None
None
None
None
None
Year 3 Period 2 (Jan. 1, 2013- June 30, 2013)
OUTFALL J
11/26/2013
Tan
None
Clear
Some
Some
None
None
None
None
Year 4 Period 1(July 1, 2013 -Dec. 31, 2013)
OUTFALL J
5/14/2014
Tan
None
cloudy
Some
Some
None
None
None
None
Year 4 Period 2 (Jan. 1, 2014- June 30, 2024)
OUTFALL J
11/22/2014
Tan
None
Clear
Some
Some
None
None
None
None
Year 5 Period 1(July 1, 2014 -Dec. 31, 2014)

DAK
OUTFALL
DATE
SAMPLED
COLOR
ODOR
Clarity
Floating
Solids
SS
FOAM
OIL
SHEEN
Erosion Or
Deposition
Other Indicators
Df SW Pollution
SAMPLE PERIOD
OUTFALL J
OUTFALL J
OUTFALL J
12/4/2010
No Fiow
9/20/2011
Grey
light blue
None
None
Cloudy
Clear
none
None
Some
None
None
None
None
None
None
None
None
None
Year 1 Period 1(July 1, 2020 -Dec. 31, 2010)
Year 1 Period 2 (Jan. 1, 2011- June 30, 2011)
Year 2 Period 1(July 1, 2011- Dec. 31, 2011)
OUTFALL J
1/18/2012
light blue
None
Clear
None
None
None
None
None
None
Year 2 Period 2 (Jan. 1, 2012- June 30, 2012)
OUTFALL J
10/8/2012
Grey
None
Clear
None
None
None
None
None
None
Year 3 Period 1(July 1, 2012 -Dec. 31, 2012)
OUTFALL J
6/3/2013
dark brown
None
cloudy
Some
None
None
None
None
None
Year 3 Period 2 (Jan. 1, 2013- June 30, 2013)
OUTFALL J
11/26/2013
Tan
None
I Clear
Some
Some
None
None
None
None
Year 4 Period 1 (July 1, 2013 -Dec. 31, 2013)
OUTFALL J
5/14/2014
Tan
None
cloudy
Some
Some
None
None
None
None
Year 4 Period 2 (Jan. 1, 2014- June 30, 2014)
OUTFALL J
11/22/2014
Tan
None
Clear
Some
Some
None
None
None
None
Year 5 Period 1 (July 1, 2014 -Dec. 31, 2014)

OAK
OUTFALL
DATE
SAMPLED
COLOR
ODOR
Clarity
Floating
Solids
SS
FOAM
OIL
SHEEN
Erosion Or
Deposition
Other Indicators
Of SW Pollution
SAMPLE PERIOD
OUTFALL 001
OUTFALL 001
OUTFALL 001
12/4/2010
No Flow
9/20/2011
Grey
Tan
None
Musky
Cloudy
Cloudy
None
None
Some
None
None
None
None
None
None
None
None
None
Year 1 Period 1(Juiy 1, 2010 -Dec. 31, 2010)
Year 1 Period 2 (Jan. 1, 2011-June 30, 2011)
Year 2 Period 1(July 1, 2011- Dec. 31, 2011)
Outfall 001 was added to NPDES Permit NCO003719 due to receiving a discharge of Non -Contact Cooling Tower.

DAK
OUTFALL
DATE
SAMPLED
COLOR
ODOR
Clarity
Floating
Solids
SS
FOAM
OIL
SHEEN
Erosion Or
Deposition
Other Indicators
Of SW Pollution
SAMPLE PERIOD
OUTFALL 001
OUTFALL 001
OUTFALL 001
12/4/2010
No Flow
9/20/2011
Grey
Tan
None
Musky
Cloudy
Cloudy
None
None
Some
None
None
None
None
None
None
None
None
None
Year 1 Period 1(July 1, 2010 -Dec. 31, 2010)
Year 1 Period 2 (Jan. 1, 2011- June 30, 2011)
Year 2 Period 1(July 1, 2011- Dec. 31, 2011)
Outfall 001 was added to NPDES Permit NC0003719 due to receiving a discharge of Non -Contact Cooling Tower.

DAK
OUTFALL
DATE
SAMPLED
COLOR
ODOR
Clarity
Floating
Solids
SS
FOAM
OIL
SHEEN
Erosion Or
Deposition
Other Indicators
Of SW Pollution
SAMPLE PERIOD
OUTFALL 004
9/20/2014
Light Grey
None
Clear
None
None
Some
None
None
None
Year 5 Period 1(April 1, 2013 -Sept. 31, 2013)
OUTFALL 004
5/14/2014
Clear
Musky
Clear
Some
Some
None
None
None
None
Year 4 Period 2 (Jan. 1, 2014- June 30, 2014)
OUTFALL 004
11/22/2014
Clear
Musky
Clear
Some
None
None
None
Bone
None
Year 5 Period 1(July 1, 2014 -Dec. 31, 2014)
*OAK Purchased Dupont facility sampling under Permit #NCS000056
* Permit #NCS000056 was resinded outfall 004 was added to Permit NCS000389

DAK
OUTFALL
DATE
SAMPLED
COLOR
ODOR
Clarity
Floating
Solids
SS
FOAM
OIL
SHEEN
Erosion Or
Deposition
Other Indicators
Of SW Pollution
SAMPLE PERIOD
OUTFALL 004
9/20/2014
Light Grey
None
Clear
None
None
Some
None
None
None
Year 5 Period 1(April 1, 2013 -Sept. 31, 2013)
OUTFALL 004
5/14/2014
Clear
Musky
Clear
Some
Some
None
None
None
None
Year 4 Period 2 (Jan. 1, 2014- June 30, 2014)
OUTFALL 004
11/22/2014
Clear
Musky
Clear
Some
None
None
None
None
None
Year 5 Period i (July 1, 2014 -Dec. 31, 2014)
*OAK Purchased Dupont facility sampling under Permit #NCS000056
* Permit #NCS000056 was resinded outfall 004 was added to Permit NCS000389

Appendix G
DAK Americas, LLC - Cedar Creek Site Best Management Practices (BMP) Summary
0;p,
'.�-,gurpose
ZI
himpliiiiiTited-P
MM
N
�Z
v
an
car
i enb.Regarding
haj.nge-
,C
bo) h. S..
NA 'XIS. 5
WZ1V
e uni,
Preventative Maintenance - Periodic
Prevent Exposure
Implemented
Required BMP for inclusion in
2013
No
Continue to implement.
Inspection and Repair of Equipment
per Section 4.1.
SWP3.
Good Housekeeping - Maintain Clean,
Dry Floors and Grounds; Regular
Implemented
Required BMP for inclusion in
Pickup/Disposal; Training Personnel in
Minimize Exposure
per Section 4.2.
SWP3.
2013
No
Continue to implement.
Spill Prevention and Cleanup
Inspections: 1. Significant POL
facilities inspected monthly per SPCC
Nan; 2. Other ASTs and containment
Minimize Exposure
Implemented
Required BMPs per SPCC Plan
2013
No
Continue to implement.
inspected semi-annuaily per SWP3-,3.
per Section 4.3.
and SWP3.
Loadi ng/un loading areas inspected semi-
annually per SWP3.
Employee Training
Minimize Exposure
Implemented'
Rer Section 5.
Required for inclusion in SWP3.
2013
No
Continue to implement.
Prevent and
Implemented
Spill Prevention and Response Plan
Minimize
per Section 3
Required for inclusion in SWP3.
2013
No
Continue to implement.
Exposure
and SPCC Plan.
Security - Site is fully fenced, and
Limits access to properly trained
security is provided with guard 24-hours
Restrict Access
24-Hour Securit)
personnel and minimizes
2013
No
Continue to implement.
per day.
personnel ex sure.
Signs - Signs noting chemicals present
Notifies personnel of presence of
and location ofoutfalls.
Prevent Exposure
Implemented
materials and locations of
2013
No
Continue to implement.
stormwater release points.
Secondary Containment - Significant
Required BMPs per SPCC Plan
ASTs provided with either double wall
Minimize Exposure
Implemented
.
2013
No
Continue to implement.
tanks or diked walls,
: and SWP3.
G-1

Appendix G
DAK Americas, LLC - Cedar Creek Site Best Management Practices (BMP) Summary
'4
Implemented
�121" 9%j I
S.
i0i Oct
e r in
01;
Fv
.
,Reconsideration
�' �iR•
1�
Separate Process an Non -Process
Drainage Systems . Maintain drainage
Separate drainage systems
designs for stormwater collection system
provide for settling of solids and
waters flowing to sediment and
stormwater basins and separate process
Remove Pollutants
Implemented
treatment of waters from areas
2013
No
Continue to implement.
area waters flowing to
with exposure to significant
chemical/impounding systems treated at
WWTP.
materials prior to discharge.
Relocate Films Used Pallet Storage -
Move used wood pallets either to area
Identified during 2009 Films
where stormwater is captured by the
impounding sewer rather than the
Minimize Exposure
Implemented
SWP3 review and selected for
2013
No
Continue to implement.
stormwater sewer system, or into a
implementation.
warehouse.
,Sediment and Erosion Control -
Remove Pollutants
During
Significant sedimentation and
No evidence of sedimentation or
erosion is evident. If construction
Implement sediment and erosion control
and Minimize
Construction
erosion areas of concern not
2013
No
projects require, the appropriate
measures during construction (e.g,, silt
Exposure
Phases Only
historically noted onsite.
Sediment and Erosion Control
fences, ground cover where appropriate).
Continue to re-evaluate annually.
will be implemented.
Site is adequately graded to direct
Site Grading - I Grade areas to direct flows
Minimize
Additional
flows from storage and waste
away from storage and waste areas.
Exposure
Grading Not
areas. Additional site grading not
2013
No
Existing grading adequate.
Implemented
required - to be re-evaluated
annually.
Flow Dissipation - Direct stormwater
Used at Outfaill I
Additional flow dissipation not
flow discharge over course gravel or
Remove Pollutants
where rook bed
Adequate at this time.
2013
No
required at this time,
cobble -stones to facilitate settling.
is installed,
Vegetative Belts - Direct stormwater
Used for
outfalls along
Additional vegetative belts not
discharge over vegetative belts or bio-
Remove Pollutants
the east side of
Adequate at this time.
2013
No
required at this time.
filters to enhance pollutant removal.
the property.
G-2

l
Appendix G
DAK Americas, LLC - Cedar Creek Site Best Management Practices (BMP) Summary
r 1''(}�1�4: .'�,i. d r^.'C7!'y PI gar
k0:rA',rJ.i_.�'sJ{4, ..;rE,
.J,��',yy
i}�Ii:.�iVFn�1 ���. w�5s .i,
iuf .$ w xM
'"�
5(" i.,
} � ' 1�-gi p
Eur os�e 3
i,:+t �
�`n'ir"',}�',a:x:���
-,nr lips(d-,:'�M.,,�Jr!�}ti
9.yl7ikK"if�r?Iksi� p ix',i+,13+iC"I
mmented?:,
-d �'
y ,,
F� ; 1 ,�' �•
s. ;. {� f�
. a.
, � ti: Rationale � �' '
}"A`
�k
z
' r
-.�tnrv++yn-p. . yW:r•..� X
:Annual Ceitiricatlon'�`ofrAdpryuac
_ _ _ ..._ ___.l._�.��_. _�=7 --� .Y:
Suggested Cop
; -A, mments'R ard
�
a �esera�����
R
���.Zt:
Detention Ponds - Capture stormwater
Use of existing separated
runoff from high activity areas for oil
Remove Pollutants
Detention Ponds
drainage systems with retention
2013
No
Existing BMPs adequate.
skimming, removal of bottom sediments,
Not Used
ponds and stormwater sediment
and/or reuse or evaporation of water.
basins adequate at this time.
Use of existing separated
Oil/Grit and Oil/Water Separators
Remove Pollutants
Not Used
drainage systems with retention
ponds and stormwater sediment
2013
No
Existing BMPs adequate,
basins adequate at this time.
High operation and maintenance
Flotation/Coagulation
Remove Pollutants
Not Used
costs. Inappropriate if used only
2013
No
Existing BMPs adequate.
intermittently,
ANNIJAL EVALUATION AND C RTIFI AT1ON OF EFFECTI NESS OF REST -MANAGEMENT PRACTICES BMPs
Q4lgj, .LD AL[.hr, QW
Printed Name V
NO � " IwN s_ .
G-3
kS�S3
Date

r-
Appendix G
DAK Americas, LLC - Cedar Creek Site Best Management Practices (BMP) Summary
4 A
f
a �L 1A,
Wilw
fe
sil fedS
PurP 05
ented?
4'V'J
tio
11
"hange
Comments
;2 1� 4
econs of
. . . . . . . . . . . .
Q
�;V
Iyes/140P�11
*New, XZ47 'V V"
t 0 090NOW -R
Preventative Maintenance - Periodic
Prevent Exposure
Implemented
Required BW for inclusion in
2013
No
Continue to implement,
Inspection and Repair of Equipment
per Section 4.1.
SWP3.
Good Housekeeping - Maintain Clean,
Dry Floors and Grounds; Regular
Minimize Exposure
Implemented
Required BMF for inclusion in
2013
No
Continue to implement.
Pickup/Disposal; Training Personnel in
per Section 4.2.
SWP3.
Spill Prevention and Cleanup
Inspections: 1. Significant POL
facilities inspected monthly per SPCC
Plan; 2. Other ASTs and containment
Minimize Exposure
Implemented
Required BWs per SPCC Plan
2013
No
Continue 10 implement.
inspected semi-annually per SWP3; 3,
per Section 4.3.
and SWP3.
Loading/unloading areas inspected semi-
annually per SWP3.
Employee Training
Minimize Exposure
Implemented
- per Section 5.
Required for inclusion in SWP3.
2013
No
Continue to implement.
Prevent and
Implemented
Spill Prevention and Response Plan
Minimize
per Section 3
Required for inclusion in SWP3.
2013
No
Continue to implement,
Exposure
and SPCC Plan.
Security - Site is fully fenced, and
Limits access to properly trained
security is provided with guard 24-hours
Restrict Access
24-Hour Security
personnel and minimizes
2013
No
Continue to implement,
t)er day.
personnel exposure.
Signs - Signs noting chemicals present
Notifies personnel of presence of
and location of outfalls.
Prevent Exposure
Implemented
materials and locations of
2013
No
Continue to implement.
stormwater release 22ints,
Secondary Containment - Significant
Required BMPs per SPCC Plan
ASTs provided with either double wall
Minimize Exposure
Implemented
and SWP3.
2013
No
Continue to implement.
I
hanks or diked walls.
I
I
G-I

Appendix G
DAK Americas, LLC - Cedar Creek Site Best Management Practices (BMP) Summary
qw�
4f'.
ti
atioo of Ad use"tin
tgrf all
Uommemw dlns
in
g�Z�UReconsideration
W!VX
A_
''
9 e-parate Process and Non -Process
Drainage Systems - Maintain drainage
Separate drainage systems
designs for stormwater collection system
provide for settling of solids and
waters flowing to sediment and
stormwater basins and separate process
Remove Pollutants
implemented
treatment of waters from areas
2013
No
Continue to implement.
area waters flowing to
with exposure to significant
chemicallimpounding systems treated at
WWTP. -
materials prior to discharge.
I
Relocate Films Used Pallet Storage -
Move used wood pallets either to area
identified during 2009 Films
where stormwater is captured by the
impounding sewer rather than the
Minimize Exposure
Implemented
SWP3 review and selected for
2013
No
Continuo to implement.
stormwater sewer system, or into a
implementation,
warehouse.
Sediment and Erosion Control -
Remove Pollutants
During
Significant sedimentation and
No evidence of sedimentation or
erosion is evident. If construction
Implement sediment and erosion control
and Minimize
Construction
erosion areas of concern not
2013
No
projects require, the appropriate
measures during construction (e.g., silt
Exposure
Phases Only
historically noted onsite.
Sediment and Erosion Control
fences, ground cover where appropriate).
Continue to re-evaluate annually.
will be implemented.
Site is adequately graded to direct
Site Grading - Grade areas to direct flows
Minimize
Additional
flows from storage and waste
away from storage and waste areas.
Exposure
Grading Not
areas. Additional site grading not
2013
No
Existing grading adequate.
Implemented
required - to be re-evaluated
I
annuallv.
Flow Dissipation - Direct stormwater
Used at Outfall I
Additional flow dissipation not
flow discharge over course gravel or
Remove Pollutants
where rock bed
Adequate at this time.
2013
No
required at this time.
cobble -stones to facilitate settling.
is installed.
Vegetative Belts - Direct stormwater
Used far
outfalls along
Additional vegetative belts not
discharge over vegetative belts or bio-
Remove Pollutants
the cast side of
Adequate at this time.
2013
No
required at this time.
filters to enhance pollutant removal.
the property.
r�

Appendix G
DAK Americas, LLC - Cedar Creek Site Best Management Practices (BMP) Summary
h �0..'T1%V ,+ 4 7ii F - Y' h, t
'1 e W �f �' '�
�Ir ''4s°
3
BMP" ;r£'g
".Y
* 4 W}yr... '�I
",; +�
T�v�uaVy
�+gi3'^F'��G!!Nr
Pyr pQsei
J, ?,�i4"i
, �,r
„,e`�.v��"
;Inapiementeti?
1�`
,�h` Ratianate
m
hkuReuNq �e -+We.,
An_naa[,,CertlficatioRotKkluacY-
— —
r txl►' �f wi I... A,, .�
—u, _
Suggested
Cottnments.Regatding
"ti,�
k f
';r'wn'f
"x'"'Year
¢.y+�"
haoge
♦r'
�l%]�$si:,n..d.f
k
�a
,' Recnnsftleration
f,4,?:
R
w{
Detention Ponds - Capture stormwater
Use of existing separated
runoff from high activity areas for oil
Remove Pollutants
Detention Ponds
drainage systems with retention
2013
No
Existing BMPs adequate.
skimming, removal of bottom sediments,
Not Used
ponds and stormwater sediment
and/or reuse or evaporation of water.
basins adequate at this time.
Use of existing separated
Oil/Grit and Oil/Water Separators
Remove Pollutants
Not Used
drainage systems with retention
ponds and stormwater sediment
2013
No
Existing BMPs adequate.
basins adequate at this time.
High operation and maintenance
Flotation/Coagulation
Remove Pollutants
Not Used
costs. Inappropriate if used only
2013
No
Existing BNVs adequate,
intermittently.
ANNUAL EVALUATION AND CERTIFICATION OF EFFECTIVENESS OF BES1 MANAGEMENT PRACTICES BMPs
Printed Name Q
-- A
G-3
�} 1�
Title
y\_t3
Date

DAK Americas acquired the DuPont Teijin Films operations in 2013. DuPont Teijin Films NPDES
Stormwater Permit No. NCS000056 was rescinded and added to DAKs Permit No. NCS000384.

DAK Americas acquired the DuPont Teijin Films operations in 2013. DuPont Teijin films NPDES
Stormwater Permit No. NCS000056 was rescinded and added to DAKs Permit No. NCS000389.

K}CSOOo389
ALi M- WA
TA
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Energy, Mineral, and Land Resources
Land Quality Section
Tracy E. Davis, PE, CPM
Director
Pat McCrory, Governor
John E. Skvarla, ill, Secretary
November 15, 2013
Penny Mahoney
Director Sustainability
DAK Americas
3216 Cedar Creek Road
Fayetteville, NC 28312
Subject: Permit Consolidation
DAK Americas — Cedar Creek Site
Cumberland County
Dear Ms. Mahoney,
This letter is in response to your request of October 2, 2013 to consolidate the stormwater
permit coverage for two adjacent facilities that are now under the ownership and control of
DAK Americas. In my discussions with Elizabeth Wike it appears that all operations are now
consolidated under DAK's control. With these operational changes our office has rescinded
permit number NCS00056 previous held by Dupont Tejin Films. Permit number NCS000389 for
DAK Americas — Cedar Creek is still active and will cover the combined facilities.
Your facility is subject to the requirements of permit NCS000389 for all of your industrial
operational area on the combined site. You must update your Stormwater Pollution Prevention
Plan and site map to reflect the changes made at your facility. You are also subject to the
monitoring requirements of permit NCS000389 at all outfalls for the combined site.
If you have any further questions, please feel free to Bradley Bennett at [phone] or
bradIe .bennettncdenr. ov.
Sincerely,
IWI Tracy E. Davis
cc: Fayetteville Regional Office SW Unit Files
Central Files
1612 Mail Service Center, Raleigh, North Carolina 27699-1612 - Telephone [phone] FAX: [phone]
512 North Salisbury Street, Raleigh, North Carolina 27604 • Internet: h :11 ortai.nodenr.or IwebArlland uali
An Equal Opportunity 1 Affirmative Action Employer — 50% Recycled 110% Post Consumer Paper

Bennett, Bradley
From: Lawyer, Mike
Sent: Friday, November 01, 201311.34 AM
To: Bennett, Bradley
Subject: RE: DAK Americas Cedar Creek Site Stormwater Permits

Elizabeth Wike with DAK spoke to me previously about their situation. I recommended to her that they could request
rescission of the permit that covers the former DTF facility, but I was unsure how we would handle incorporating the,
two facilities (both now owned by DAK) into one permit. It looks like they explained their intentions pretty well in the
letter and rescission request form. I'm OK with it.
Thanks,
Mike
Michael Lawyer, CPSWQ
Environmental Specialist
NCDENR — Division of Energy, Mineral & Land Resources
Land Quality Section
Fayetteville Regional Office
P: [phone]
F: [phone]
e-mail: mike Jawyer@ncdenr.y-ov
E-mail correspondence to and from this address is subject to the North Carolina Public Records Law and may be
disclosed to third parties unless the content is exempt by statute or other regulation.
From: Bennett:, Bradley
Sent: Friday, November 01, 2013 11:14 AM
To: Lawyer, Mike
Subject: FW: DAK Americas Cedar Creek Site Stormwater Permits
Hey Mike
Hope you are doing okay. Haven't talked with you since the meeting up here a few weeks back. I hope everything went
okay with your wife's appointment.
1 just wanted to touch base with you and see if your had any comments on this request from DAK. Let me know if you
are okay with what they are proposing.
Thanks
m
Bradley Bennett
Stormwater Permitting Program Phone: [phone]
NC Division of Energy, Mineral and Land Resources Fax: [phone]

1612 Mail Service Center Email: br�y.bennett(a?ncdenr.gov
Raleigh, NC 27699-1612 Web: http:llaortal.nodenrAr- lwebArtstormwater
Email correspondence to and from this address may be subject to public records laws
From: Elizabeth M. Wike [mailto:ewike(&dakamericas.com]
Sent: Wednesday, October 02, 2013 3:38 PM
To: Bennett, Bradley
Cc: Penny Mahoney; James E. Burke; Donald R. Allbright; Lawyer, Mike
Subject: DAK Americas Cedar Creek Site Stormwater Permits
Dear Mr. Bennett,
The attached letter and rescission form were sent to you via certified mail this afternoon.
If you have any questions, please call me.
Elizabeth Wike
Environmental Engineer
DAK Americas LLC
P.O. Box 2260
Leland, NC 28451
Office: [phone]
Cell: [phone]
Fax: [phone]
[e-mail]
www.dakamericas.com
Please consider the environment before printing this email.
This message and any attachments may contain privileged, confidential, or copyrighted information property of
the sender. The information is intended only for the use of the person to whom it was addressed. Any
interception, copying, accessing, or disclosure of this message and its attachments are prohibited. The sender
takes no responsibility for any unauthorized reliance on this message. if you have received this message and/or
attachments in error, please immediately notify the sender via e-mail and purge the message you received. Do
not forward this message without written permission. This message is not intended as an offer, or acceptance, or
amendment of a contract.
Este mensaje y sus anexos pueden contener information confidential, privilegiada o protegida bajo derechos de
actor propiedad del emisor. La information enviada es Para el use exclusivo del destinatario. Cualquier
interception, copiado o acceso a este mensaje y anexos estan prohibidos. El emisor no es responsable por el use
no autorizado de este mensaje. Si usted recibio este mensaje y sus anexos por error, le suplicamos se to
notifique al emisor via correo electronico y borre el presente mensaje y sus anexos de su computadora sin
retener una copia de Jos mismos. No tranfiera este mensaje sin permiso expreso del emisor. Este mensaje no
eonstituye una oferta, aceptacion o modification a un contrato.

DAK Americas
October 2, 2013
Mr. Bradley Bennett
Environmental Supervisor
Land Quality Section
Division of Water Resources
NC Department of Environment and Natural Resources
1612 Mail Service Center
Raleigh, NC 27699-1612
Subject: Permit No.: NCS 000056
Permit No.: NCS 000389
Dear Mr. Bennett:
` DAK Americas LLC (DAK) acquired DuPont Teijin Films (DTF) on July 1, 2013.
The DTF site is located adjacent to DAK's Cedar Creek site in Fayetteville, North
Carolina. Both facilities have individual stormwater permits. The permit for DAK is
NCS 000389 with an effective date of July 1, 2010 and an expiration date of June 30,
2015. The permit for DTF is NCS000056 with an effective date of April 1, 2009 and an
expiration date of March 31, 2014. In July 2013, DAK submitted a change of ownership
request to DENR and the permit formerly in the name of DuPont Teijin Films is now in
DAK's name. DAK requests that the permit formerly owned by DTF (NCS 000056) be
rescinded. A Rescission Request Form is attached.
By December 2, 2013 DAK Americas will submit a request to DENR to modify
NCS 000389 so that the areas formerly covered under NCS 000056 will be covered under
NCS 000389. This request is made so that the combined site only has to' manage one
stormwater permit and one Stormwater Pollution Prevention Plan.
If you have any questions, please call Elizabeth Wike at [phone] or me at
[phone].
Sincerely,
141- � eny/T
J?eon�
Pey
Director Sustainability
cc: Mr. Mike Lawyer, NC DENR, Fayetteville Regional Office
Cedar Creek Site . 3216 Cedar Creek Road • Fayetteville, NC 28312
877-432-2766 (toll -free) • 910-433-8200 (phone) . 910-433-8366 (fax)
www.dakamericas.com

DAK Americas
October 2, 2013
Mr. Bradley Bennett
Environmental Supervisor
Land Quality Section
Division of Water Resources
NC Department of Environment and Natural Resources
1612 Mail Service Center -
Raleigh, NC 27699-1612
Subject: Permit No.: NCS 000056
Permit No.: NCS 000389 OCT 3 2013
Dear Mr. Bennett:
DAK Americas LLC (DAK) acquired DuPont Teijin Films (DTF) on July 1, 2013,
The DTF site is located adjacent to DA.K's Cedar Creek site in Fayetteville, North
Carolina. Both facilities have individual stormwater permits. The permit for DAK is
NCS 000389 with an effective date of July 1, 2010 and an expiration date of June 30,
2015. The permit for DTF is NCS000056 with an effective date of April 1, 2009 and an
expiration date of March 31, 2014. In July 2013, DAK submitted a change of ownership
request to DENR and the permit formerly in the name of DuPont Teijin Films is now in
DAK's name. DAK requests that the permit formerly owned by DTF (NCS 000056) be
rescinded. A Rescission Request Form is attached.
By December 2, 2013 DAK Americas will submit a request to DENR to modify
NCS 000389 so that the areas formerly covered under NCS 000056 will be covered under
NCS 000389. This request is made so that the combined site only has to manage one
storrnwater permit and one Stonnwater Pollution Prevention Plan.
If you have any questions, please call Elizabeth Wike at [phone] or me at
[phone].
Sincerely,
Penny NW tey
Director Sustainability
cc: Mr. Mike Lawyer, NC DENR, Fayetteville Regional Office
Cedar Creek Site • 3216 Cedar Creek Road • Fayetteville, NC 28312
877-432-2766 (toll -free) • 910-433-8200 (phone) . 910-433-8366 (fax)
www.dakamericas.com

'� • . Division of Water Quality I Surface Water Protection
National Pollutant Discharge Elimination System
NCDENR
"'°"" G'"°"" °�w RESCISSION REQUEST FORM
r.M�NpiMEliT y10 IJIdl.ML Rcu s., Fa
FOR AGENCY USE ONLY
Date Received
Year Month
Day
Please fill out and return this form if you no longer need to maintain your NPDES stormwater permit.
1) Enter the permit number to which this request applies:
Individual permit (or) Certificate of Coverage
�WlR 5< 0 0 0 0 5 6 N". ° Crit G
2) Owner/Facility Information: "Final correspondence will be mailed to the address noted below
Owner/Facility Name: DAK Americas LLC, formerly DuPont Teiiin Films
Facility Contact
Street Address
City
County
Telephone No.
James Burke
3220 Cedar Creek Road
Fayetteville _
Cumberland
[phone],
State: INC ZIP Code 28312
E-mail Address [e-mail]
Fax: [phone]
3) Reason for rescission request (This is required information. Attach separate sheet if necessary):
❑ Facility closed or is closing on . All industrial activities have ceased such that no discharges of
stormwater are contaminated by exposure to industrial activities or materials.
❑ Facility sold to pAK=AmErleasa.Wc on July 1 2013 . If the facility will continue operations under the
new owner it may be more appropriate to request an ownership change to reissue to permit to the new owner.
❑ Other: DAK Americas requests that NCS 000056, formerly owned by DuPont_Teiiin Films, lb
rescinded. In July 2013 DAK Americas submitted a change of ownership request. Located -adjacent to the
puPont Teiiin Films site is DAK Americas Cedar Creek site, which has its own stormwater permit (NCS
000389). _Br_Decembec x._2013 DAK Americas will submit a request to DENR to modify NCS 000389 so that
the areas formerly covered under NCS 000056 will be covered under NCS 000389.
4) Certification:
I, as an authorized representative, hereby request rescission of coverage under the NPDES Stormwater Permit for the
subject facility. I am familiar with the information contained in this request and to the best of my knowledge and belief
such information is true, complete and accurate,
Signature
Penny Mahoney.
Print or type name of person signing above
Please return this completed rescission request form to:
1617 Mail Service Cenber, Ralegh, North Carolina 27699-1617
Location: 512 N. Salisbury St Raleigh, North Carolina 27604
Phone: 91M07-63001 FAX: [phone] Customer Service:1-877-623-6748
Internet www.ncwaterquality.org
Date Z/'/
Director Sustainabili
Title
SW NPDES permit Coverage Rescission
Stormwater Permitting Unit
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
An Equal oppubunky t Affirmative Action Employer

N�DENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins Dee Freeman
Governor , Director Secretary
June 25, 2010 -
Mr. Elizabeth Wike
DAK Americas LLC
3216 Cedar Creek Road
Fayetteville, NC 28312
Subject: Draft NPDES Stormwater Permit
Permit No. NCS000389
DAK Americas LLC Cedar Creek Site
Cumberland County
Dear Ms. Wike:
In response to your renewal application for continued coverage under NPDES stormwater permit NCS000389,
the Division of Water Quality (Division) is forwarding herewith the subject state - NPDES permit. This permit is
issued pursuant to the requirements of North Carolina General Statute 143-215 .1 and the Memorandum of
Agreement between North Carolina and the U.S. Environmental Protection Agency dated October 15, 2007 (or as
subsequently amended).
This final permit includes no major changes from the draft permit sent to you on May 5, 2010. We received
your written comments on June 9, 2010 addressing concerns about Outfall 001. The letter mentions Outfall 001,
which contains mostly stormwater, also includes cooling tower blowdown. Since this outfall has cooling water
we recommend that your NPDES Wastewater Permit be modified to include this outfall. Please,contact Joe.
Corporon at 919-807-6394 for assistance with this modification.
The qualitative monitoring strategy remains the same (semi-annual) as the previous term of the permit. Please
note that analytical monitoring is also required in this permit. Failure to complete the monitoring as required is
a violation of the permit and any permit noncompliance constitutes a violation of the Clean Water Act.
Reference Part III, Section A, Item 2 "Duty to Comply", Item 9 "Penalties for Tampering " and Item 10 "Penalties
for Falsification of Reports" of your permit for further information.
If any parts, measurement frequencies or sampling requirements contained in this permit are unacceptable to
you, you have the right to an,adjudicatory hearing upon written request within thirty (30) days fo',jowing receipt
F
of this letter. 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, Post Office Drawer 27447,
Raleigh, North Carolina 27611 -7447. Unless such demand is made, this decision shall be final and binding.
Please take notice this permit is not transferable. Part III, B.2. addresses the requirements to be follc;ved in case
of change in ownership or control of this discharge. This permit does not affect the legal require Tents to
obtain other permits which may be required by the Division of Water Quality or permits required by the
Division of Land Resources, Coastal Area Management Act or any other Federal or Local governmental
permit that may be required.
Wetlands and Stormwater Branch One
1617 Mail Service Center, Raleigh, North Carolina 27699-1617 NorthCarolina
Location: 512 N. Salisbury SL Raleigh, North Carolina 27604 I
Phone_ 91 M07�300 \ FAX: [phone] Customer Service: 1-877-623.6748 a�turQ�i �/
Internet www.ncwaterquality.org ff�� iJ
An Eoual Dnoortunity S Affirmative Acton Emdover

DAK Americas LLC Cedar Creek Site
Permit No. NCS000389
If you have any questions or comments concerning this permit, contact Brian Lowther at [phone] or
brian.lowtherOncdenn izov.
Sincerely,
for Coleen H. Sullins, Director
cc: Fayetteville Regional Office, Water Quality Section
Mike Mitchell, EPA Region IV
Stormwater Permitting Unit
Central Files
Attachments: NPDES Stormwater Permit NCS000389
2

NCS000389
-STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
PERMIT
TO DISCHARGE STORMWATER UNDER THE
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
In compliance with the provisions of North Carolina General Statute 143-215.1, other lawful
standards and regulations promulgated and adopted by the North Carolina Environmental
Management Commission, and the Federal. Water Pollution Control Act, as amended,
DAK Americas LLC
is hereby authorized to discharge stormwater from a facility located at.
DAK.Amencas LLC.Cedar Creek Site
3216 Cedar Creek Road
Fayetteville, NC
Cumberland County _
to receiving waters designated as - the, Cape Fear River, a class WS-IV; CA stream in the Cape
Fear River Basin, in accordance with the discharge Iimitations, monitoring requirements, and
other conditions set forth in Parts I, I1,111, IV, V and VI hereof
This permit shall become effective July 1, 2010.
This permit and the authorization to discharge shall expire at midnight on June_30, 2015.
Signed this day June 25, 2010.
for Coleen H. Sullins Director
Division of Water Quality
By the Authority of the Environmental Management Commission

Permit No. NCS000389
TABLE OF CONTENTS
PART I INTRODUCTION
Section A: Individual Permit Coverage
Section B: Permitted Activities
Section C: Location Map
PART 11 MONITORING; CONTROLS,.AND LIMITATIONS FOR PERMITTED
DISCHARGES
Section A: Stormwater Pollution Prevention Plan
Section B: Analytical Monitoring Requirements
Section C: Qualitative Monitoring Requirements
Section D: On -Site Vehicle Maintenance.Monitorifig Requirements
PART III STANDARD CONDITIONS FOR NPDES STORMWATER INDIVIDUAL
PERMITS
Section A: Compliance and Liability .
-1. Compliance Schedule
-2. Duty to Comply
3. Duty to Mitigate
4. Civil and Criminal Liability
5. Oil and Hazardous Substance Liability
6. Property Rights
7. Severability
S. Duty to Provide hiformation
9. Penalties for Tampering
10. Penalties for Falsificati m of Reports
Section B: General Conditions,
1. Individual Permit Expiration
2. Transfers
3. Signatory Requirements
i

f
Permit No. NCS000389
4. Individual Permit Modification, Revocation and Reissuance, or
Termination
5. Permit Actions
Section C:
Operation and Maintenance of Pollution Controls
L Proper Operation and Maintenance
2. Need to Halt or Reduce Not a Defense
.3. Bypassing of Stormwater Control Facilities
Section D:
Monitoring and Records
.1. Representative Sampling
2. Recording Results
3. Flow Measurements
4. Test Procedures. v 4
5. Representative Outfali
6. Records Retention
7. Inspection and Entry ,.
Section E:
Reporting Requirements
1. Discharge Monitoring Reports
2. Submitting,Reports
3. Availability of Reports
4. Non-Stormwater Discharges
5. ' Planned Changes
6. Anticipated Noncompliance
.7. Spills'
8. Bypass
9. Twenty-four Hour Reporting
10. Other Noncompliance -
1 i . Other Information
PART IV
LIMITATIONS REOPENER S
PART V
ADMINISTERING AND COMPLIANCE MONITORING FEE
REQUIREMENTS
PART VI
DEFINITIONS

Permit No. NCS000389
PART I INTRODUCTION
SECTION A: INDIVIDUAL PERMIT COVERAGE
During the period beginning on -the effective date of the permit and lasting until expiration, the
permittee is authorized to discharge stormwater associated with industrial activity. Such
discharges shall be controlled, limited and monitored as specified in this permit.
If industrial materials and activities are not exposed to precipitation or runoff as described in 40
CFR § 122.26(g), the facility may qualify for a No Exposure E)rclusion from NPDES stormwater
discharge permit requirements. Any owner or operator wishing to obtain a No Exposure
Certification must submit a No Exposure Certification NOl form to the Division; must receive
approval by the Division; must maintain no exposure conditions unless authorized to discharge
under a valid NPDES stormwater permit; and must reapply for the No Exposure Exclusion once
-every five (S) years.
SECTION S: PERMITTED ACTIVITIES
Until this permit expires or is modified or revoked, the permittee is authorized to discharge
stormwater to the surface waters of North Carolina or separate storm sewer system that has been
adequately treated and managed in accordance with the terms and conditions of this individual
permit. All stormwater discharges shall be in accordance with the conditions of this permit_
Any other point source discharge to surface waters of the state. is prohibited unless it is an
allowable non -storm' water discharge or is covered by anothei permit, authorization, or approval.
The stormwater discharges allowed by this individual permit shall n.ot cause or contribute to
violations of Water Quality Standards.
This pen -nit does not relieve the permittee from responsibility for compliance with any other
applicable federal, state, or local law; rule,: standard, ordinance, order, judgment, or decree.
Part I Page I of 2

SECTION C: LOCATION MAP
Permit No. NCS000389
�,,.� �+1' N y i' `- � �""� / 1. d✓ i33-.9 =` J �' � xy� r, ~r J, � rot y�. r � ,�'�J � ��$ 'E:' j ••
r`^
1 ,J-
,_ % .) �; -' �Cr i�42 1- •Ft 3.S 'r'f �Z • Y mil'
�s
4r£ k., \u 6 �f d�� i •>v,.' t r i r ,J67� f'�. w�ti 5 �`�� ° k ip
p '$
411,
_
14�1a�1.13 Jp •-- _Y Y p11.�5 �- '.�• .l-.. }�'�' i1 >4 ST. \1L`.`� _. )
-41
5 i'-jL- 5"dICG� y�'1-i xil• Sr 9/{py_1�3{�@'�5 ,ft Ali 5 "4.. L �t eti, }
} f]��
•y' i. yy '4 } " t7 lYJ�' f-1ir_ ti. r A,[a; �5, '> �' T f 5.. a65
����. A y> x�
sS: , fit' rS�� f r{ r✓f r F , k �t
'Si3 •um ,,1 =:{ �
#fir 41j 9�r , a a i4 S Yrt,l
n � � P�. 'Ks --'�cY -1'�' - "Yl! ! i s � w.r �r. rr�.�ro. .,.; .i .¢ •
'•
n�;�''.�z�,�5Ii1I'%IQCtb yyi
w.
`5r �:{,F�a Ali 1 '4� i� �ti""•
"F.yar rtllF- f •1-, e':ifi'.5.3.-
^s >< nv i. S �7 r •C fit. F r . Y �.. .�. �RIEfJ•+j -
y !' iY i'�D—, 11 �� 11O/J d ^a� 1, y 47 ie`�' .�Fi:
`y' l!_ 2 eKi`•
1 �Y i t�� j � �'1 _ i ir�r Zi111 �� J `� ! 1 �^ `� h�3�1� i 1 ' F !i £L.. L•• �, ��ee��`` I�.SY �T+� .! Y
NF'S'� g�'i
iti ' itl fx''{ �f.Yt' f. -y;1 1t i ♦ ^°'�1 �.. Y '• Hii»{.3 Y`i1L
t1 -..-.ems Zf.
1.r. °f fY-t ! R �'ti• \s f ! -'I �114' �—i-- a!C
�2L611��
.{-ram
x j -� - y }• -�: 1 { F \ram '; !�: I 1 { S^ �'lS.v_!`.9
� R
f [
NUR,
.,•t�p'L (C�
d•" Sa [ i -�,� r x - - DAK America LLCCedarCreek Site
�
1 s.
F 5~7�'E �t� V � I ! '".- r a:\� v a{� 7� 5,
-t y��1,- � _ _ rr •c
N�Y
,}.t `,F t �7_`Bs n.{i�- ` S t J1-''�' •.
�.� �i' „ -��. l- c: i
fy
'y *Sri TMs '�- x "?E fir'•` #. " '-..1IN
3
t 5!!�. -� S - —.! ,.��, f jP f�.- \ � � ^•
'�.."..C`�,'�—^•i�' � T r � _.]', K N1�. law G ,2i � Slr�" _ '�'�./. � S K�! ,r l 'f•� 1 _-; -C,.. -
+�,.'-vr -TF
{ '$. `r � •�i �•1
I f �.t a� � Y � � J "�Y'.dYz, i� L l
r `
V
I �� �� J' f..h�r Wit, .... i�,�...�f•nr—y� !. �L k}y$. a� 5 lr
Y 1r r r - �.!' l• F .i' I4 t°� - in '�i -y+� 1 1 _ C► ' '
' r'�C qls a rar Cea a ti t x `ht!' �i �ti'a is ii:� r
=y�'� �-� ;•{' i ( --s((// > fryj y-1, t y1y,t -�, 1 Jr.
-
..:.a--'s'—_-
t� � ~� •�3tir
�i:
�``� .,t'�t�u� a„s i�. � �+<.
./� 1 �
4, 3f�..f
; ,S S �i:'��F��,.'�4a��.� �� t
* I� r^� •' 1111 y 1
r ^ •^lf
' f �Y �� i°j>. +�f % f 1���{ Y lt1Y) l9 f � 1
= .� I (• ! r `'r j mil. ..�1 _ >i' r j 1� I •� i, t- i f iyi„
j '�
r {�. F ,�� I z,yk3i
4� €• , M.a I ! tJ J �•SH"X�"i �' A s-,51 i a:; i _ ix �` a14►-!t;
t 5 1. >T w t
ti f w t - r -
55,Y
!" .,r� ��-+ Y z3.•q.
y tir
�
.
1 rs � r'S?c ft- a�� yn
.3 . r]7�"'�.' _ �'hf ,? f5-, a /i_!_1�7 ~�( `•/
,.i �'{ i !C �r L � { - t� ��'� "� � �� �, �[ a9,•iq �f x � f ( - - �� � t � I" .r�I�'r `-! � . i .
-
f
_ I%„^'`•.ifi ��"" Y [[�` 1 I ' a `l `- '� ,1. !1� Y °hy'`t'i �•�
, f -'
+}sl
a'j1 ,^
J
t• f , �, ,, �e3�Fr cn i>Ilt k_. 7 }t �
_• r'
NCSaa0389
DAK America LLC -
DAK America LLC Cedar Creek Site
�k-iN.
Latitude: 34° 59' 00" N
�� ;.•� �? I;
Langitude: 780 4730" W
Coun Cumberland - ty:
Receiving Stream: Cape Fear River
Stream Clams: WS-IV; CA
W Scale 1,24,ODO
Sub basn:.03-06-15 (Cape Fear River Bagn)
Faciiity Location
Part I Page 2 of 2

Permit No. NCS000389
PART II MONITORING, CONTROLS, AND LIMITATIONS FOR
PERMITTED DISCHARGES
SECTION A: STORMWATER POLLUTION PREVENTION PLAN
The Permittee shall develop a Stbrmwater Pollution Prevention Plan, herein after -referred to as
the Plan. This Plan shall be considered public information in accordance with Part III, Standard
Conditions, Section E, Paragraph 3 of this individual permit. The Plan shall include, at a
minimum, the following items:
I . Site Plan. The site plan shall provide a description of the physical facility and the
potential pollutant sources which maybe expected to contribute to contamination of
stormwater discharges. -The site plan shall contain the following: -
(a) A general location map .(USGS quadrangle map or appropriately drafted
equivalent map), showing the facility's location in relation to transportation routes
and surface waters, the name of the'receiving water(s) to which the stormwater
outfall(s) discharges, or if the discharge is to a municipal separate storm sewer
system, the name of the municipality and the ultimate receiving waters, and .
accurate latitude and longitude of the point(s) of discharge. The genera location
map (or alternatively the site map) shall identify whether each receiving water. is -
impaired (on the state's 303(d) list of impaired waters) or is located in a
watershed for which a TMDL has been established,and what the parameter(s)
of concern are.
(b) A narrative description .of storage practices, loading and unloading activities,
outdoor process areas, dust or particulate generating or control processes, and
waste disposal practices. A narrative description of the potential pollutants which
could be expected to be present in the stormwater discharge from each outfall.
(c) A site map drawn to scale (including a distance legend) showing: the site property
boundary, the stormwater discharge outfalls, all on -site and adjacent surface
waters and wetlands, industrial activity areas (including storage of materials,
disposal areas, process areas, loading and unloading areas, and haul roads`, site
topography, all drainage features and structures, drainage areas for each outfall,
direction of flow in each, drainage area, industrial activities occurring iii each
drainage area, buildings, existing BMPs, and impervious surfaces_ The site map
must indicate the percentage of each drainage area that is impervious.
(d) . A list of significant spills or leaks of pollutants that have occurred at the facility
during the three (3) 'previous years and any corrective actions taken to mitigate
spill impacts.
(e) Certification that the stormwater outfalls have been evaluated for the presence of
non-stormwater discharges. The certification statement will be signed in
accordance with the requirements found in Part III, Standard Conditions, Section
Part II Page I of 9

Permit No. NCS000389
B, Paragraph 5: The permittee shall re -certify annually that the stormwater
outfalls have been evaluated for the presence of non-stormwater discharges.
2. Stormwater Management Plan. The stormwater management plan shall contain a
narrative description of the materials management practices employed which control or
minimize the exposure of significant materials to storinwater, including structural and
nonstructural measures._ .The stormwater management plan, at a minimum, shall
incorporate the -following:
:L
(a) "Feasibility Study. -A review of the technical and economic feasibility of changing
the methods of operations and/or storage practices to eliminate or reduce exposure
of materials and processes to stormwater. ih%erever practical, the permittee shall
prevent exposure of all storage areas; rizaterial handling operations, and
manufacturing or fueling operations.. In areas where elimination of exposure is
not practical, the stormwater management plan shall document the feasibility of
diverting the stormwater runoff away from areas of potential contamination.
ON
Secondary Containment Requirements and Records. Secondary containment is
required for: bulk storage of liquid materials; storage in. any amount of Section
313 of Title 111 of the Superfund Amendments and Reauthorization Act (SARA)
water priority chemicals; and storage in any amount of hazardous substances, in
order to prevent leaks and spills from contaminating stormwater runoff. A table
or summary of all such tanks and stored materials and their associated secondary
containment areas shall be maintained.. if the secondary containment devices are
connected to stormwater conveyance systems, the connection shall be controlled
by manually. activated valves or other similar devices (which shall be.secured
closed with:a locking mechanism), and.any stormwater that accumulates in .the
containment area shall be at a minimum visually observed for color, foam, outfall
staining, visible sheens and dry weather flow; prior to release of the accumulated
stormwater. Accumulated stormwater shall be -released if found to be
uncontaminated by any material. Records documenting the individual making the
observation, the. description of the accumulated stormwater, and the date and time
of the releaseshall be kept for a period.of five years.
(c) BMP Summary. A listing of site structural and non-structural Best Management
Practices (BMP) shall be provided. The installation and implementation of BMPs
shall be based on the assessment of the potential for sources to contribute
significant quantities of pollutants to stormwater discharges and data collected
through monitoring of stormwater discharges. The BMP Summary shall include a
written record of the specific rationale for installation and implementation of the
selected site BMPs. The BMP Summary shall be reviewed and updated annually.
Spill Prevention and Response Plan. The Spill Prevention and Response Plan (SPRP)
shall incorporate an assessment of potential pollutant sources based on a materials
inventory of the facility. Facility personnel (or the team) responsible for implementing the
SPRP shall be identified in a written list incorporated into the SPRP and signed and dated
by each individual acknowledging their responsibilities for the plan. A responsible
Part II Page 2 of 9

Permit No. NCS000389
person shall be on -site at all times during facility operations that have the potential to
contaminate stormwater runoff through spills or exposure of materials.associated with the
facility operations. The SPRP must be site stormwater specific. Therefore, an oil Spill
Prevention Control and Countermeasure plan (SPCC) maybe a component of the SPRP,
but may not be sufficient to completely address the stormwater aspects of the SPRP. The
common'elements of the SPCC with the SPRP may be incorporated by reference into the
SPRP.
4. Preventative Maintenance and Good Housekeeping Program. A preventative
maintenance and good housekeeping program shall be developed. The grogram shall list
all stormwater control systems, stormwater discharge outfalls, all on-site'aud-adjacent
surface waters and wetlands, industrial activity areas (including material storage areas,
material handling areas, disposal areas, process areas, loading and unloading areas,. and
haul roads), all drainage features and structures, and existing structural BMPs. The
program shall establish schedules of inspections; maintenance, and housekeeping
activities of stormwater control systems, as well as facility equipment, facility areas, and
facility systems that present a potential"for stormwater exposure or stormwater pollution.
Inspection of material handling areas and regular cleaning schedules of these areas shall
be incorporated into the program. Timely compliance with the established schedules for
inspections, maintenance, and housekeeping shall be recorded in writing and maintained
in the SPPP.
5. Employee Training. Training'programs shall be developed and training provided at a
minimum on an annual basis for facility personnel with responsibilities for. spill response "
and cleanup, preventative maintenance activities; and for anypf the facility's operations
that have the potential to contaminate stormwater runoff. Facility personnel (or team)
responsible for implementing the training shall be identified, and their annual training
shall be documented by the signature of each employee trained. "
6. Responsible Party. The Stormwater Pollution Prevention Plan shall identify a specific
position(s) responsible for the overall coordination, development, implementation, and
revision to the Plan. Responsibilities for all components of the Plan shall be documented
and position assignments provided.
7. Plan Amendment.- The permittee shall amend the Plan whenever there is a change in
design, construction, operation, or maintenance which has a significant'effect on the
potential for the discharge of pollutants to surface waters. All asp&ts of the
Stormwater Pollution Prevention Plan shall be reviewed and updated on an annual
basis. The annual update shall include an updated list of significant spills or leaks of
pollutants for the previous three years, or the notation that no spills have occurred. The
annual update shall include'written re -certification that the stormwater cutfalls have been
evaluated for the presence of non-stormwater discharges. Each annual update shall
include a documented re-evaluation of the effectiveness of the BMPs listed in .the BMP
Summary of the Stormwater Management Plan.
The Director may notify the permittee when the Plan does not meet one or more of the
minimum requirements of the permit. Within 30 days of such notice, the permittee shall
Part II Page 3 of 9

Permit No. NCS000389
submit a time schedule to the Director for modifying the Plan to meet minimum
requirements. The permittee shall provide certification in writing (in accordance with
Part III, Standard Conditions, Section B, Paragraph 5) to the Director that the changes
have been made.
8. Facility Inspections. Inspections of the facility and all stormwater systems shall occur as
part of the Preventative Maintenance and Good. Housekeeping Program at a minimum on
a semi-annual schedule, once during the first half of the year (January to June), and once
during the,second half (July to December), with at least 60 days separating inspection
dates (unless 'performed. more frequently.than semi-annually). These facility inspections
are different from, and in addition to, the stormwater discharge characteristic monitoring
required in Part H B and C of this permit.
9. Implementation. The permittee shall implement the Plan. Implementation of the Plan
shall include documentation of all monitoring, measurements, inspections, maintenance
activities, and training provided'to employees,'including the log.of the -sampling data and
of actions taken to implement BMPs associated with the industrial activities, including
vehicle maintenance -activities. Such -documentation shall be kept on -site for a period of
five years and made available to the Director or the Director's authorized representative
immediately upon request.
Part H Page 4 of 9

Permit No. NCS000389
SECTION B: ANALYTICAL MONITORING REQUIREMENTS
Analytical monitoring of stormwaier discharges shall be performed as specified in Table 1. All
analytical monitoring shall be performed during a representative storm event. The required
monitoring will result in a minimum of ten analytical samplings being conducted over the tenn of
the permit at each stormwater discharge outfall (SDO).
A representative storm event is a storm event that measures greater than 0.1 inches of rainfall. The time
between this storm event and the previous storm event measuring greater than 0.1 inches must 6, at least
72 hours. A single storm event may have a period of no precipitation of up to 10 hours. For example, if
it rains but stops before producing any collectable discharge, a sample may be collected if the next rain
producing a discharge begins within 10 hours.
Table 1. Analvtical Monitoring Requirements
Discharge .
CharactQristics
Line#s
Measurement Frequencyl:
.: Sam_ ple ..
T e2.
' Sample'-.
Locatian3
Chemical Oxygen Demand
mg/L
semi-annual
Grab
SDO
1,4—Dioxane
mg/L
semi-annual
Grab
SDO
Oil and Grease
mg/L
semi-annual
Grab
SDO
H
standard
semi-annual
Grab
SDO
Total Rainfall4
inches
semi-annual
Rain Gauge
-
Footnotes:
1 Measurement Frequency: Twice per year during a representative storm event.
2 Grab samples shall be collected within the first 30 minutes of discharge.
3 f
Sample. Location.:, Samples shall be collected at each stormw2itsr discharge outfall (SDO) unless representative outfall
status has been granted.
4 For each sampled representative storm event the total precipitation must be recorded.- An on -site rain gauge or local rain
gauge reading must be recorded.
The permittee shall complete the minimum ten analytical samplings in accordance with the
schedule specified below in Table 2. A minimum of ba days must separate Period 1 and
Period 2 sample dates unless monthly monitoring has been instituted under a Tier Two
response.
Part 1I Page 5 of 9

Permit No. NCS000389
Table 2. MonitorinQ Schedule
-Monitortjig'pa riod'''
Sample'Number
:Start
Enid
Year 1 — Period 1
I
July 1, 2010
December 31, 2010
Year 1 —Period 2
2
January 1, 2011
June 30, 2011
Year 2 = Period 1
3
July 1, 2011
December 31, 2011
Year 2 — Period 2
4
January. 1, 2012
- June 30, 2012
Year 3 — Period 1.
5
July 1, 2012
December 31, 2012
Year 3 — Period 1
6'
January 1, 2013
June 30, 2013
Year 4 — Period 1
7
July 1, 2013
December 31, 2013
Year 4 — Period 2
8
January 1, 2014
June 30, 2014
Year 5 — Period 1
9
July 1, 2014
December 31, 2014
Year 5 — Period 2
10
January 1, 2015
June 30, 2015
Footnotes: •;
1 Maintain semi-annual monitoring during permit renewal process. If at the expiration of the Individual
" Permit, the permittee has submitted an application for renewal of coverage before'ihe submittal deadline,
the permittee will be considered for renewed coverage. The applicant must continue semi-annual
monitoring until the'renewed permit is issued-
2 If no discharge occurs during the sampling period, the permittee must submit a monitoring report indicating
"No Flow" within 30 days.of the end of the six-month sampling period.
The permittee shall reportthe analytical results from each sample within the monitoring period. The
permittee shall compare Monitoring results to the benchmark values 'in Table 3. The benchmark
values in Table 3 are not permit limits -but should be used as guidelines for -the permittee's
Stormwater Pollution Prevention Plan (SPPP). Exceedences of benchmark, values require the
permittee to increase monitoring, increase management actions, increase record keeping, and/6r
install stormwater Best Management Practices (BMPs) in a tiered program. See below the
descriptions of Tier One and Tier Two'.'
Table 3. Benchmark Values for Analytical Monitoring
Discliarge:•Characteristc5
'. ; Ufnrts
Chemical Oxygen Demand
mg/L
120
1,4—Dioxane _
rnglL '
0.4
Oil and Grease
mg1L
30
pH
standard
6-9
Part 11 Page 6 of 9

Permit No. NCS000389
.. -' Tier, One
If: The first valid sampling results are above a benchmark value, & outside of the benchmark range, for any
parameter at anv outfall:
Then: The permittee shall:
I . Conduct a stormwater management inspection of the .facility within two weeks of receiving
sampling results.
2. Identify and evaluate possible causes of the benchmark value exceedence.
3. ldentify potential and select the specific: source controls, operational controls, or physical
improvements to reduce concentrations of the parameters of concern, or to bring concentrations
within the benchmark range.
4. Implement the selected actions within two months of the inspection.
S. Record each instance of a Tier One response in the Stormwater Pollution Prevention Plan. Include
the date and value of the benchmark exceedence, the inspection date, the personnel conducting the
inspection, the selected actions, and -the' date the selected actions were implemented.
_ Tier Two s.:.
If: During the term of this permit, the first valid sampling results from two consecutive monitoring periods
are above the benchmark values, or outside of the benchmark range, for'any specific parameter at a
mecific discharge outfall;
Then: The permittee shall:
1. Repeat all the required actions outlined above in Tier One.
2. Immediately institute monthly monitoring for all parameters at every outfall where a sampling result
exceeded the benchmark value for thvo consecutive samples. Monthly (analytical and qualitative)
monitoring shall continue until three consecutive sample 'results are below the benchmark values or
within the benchmark range.
3. If no discharge occurs during the sampling period, the permittee is required to submit a monthly
monitoring report indicating "No Flow" to comply with reporting requirements.
4. 'Maintain a record of ihe.Tier Two response in the "Stormwater Pollution Prevention Plan.
During the term of this permit, if the valid sampling results requ;red for the permit monitoring periods .
exceed the benchmark value, or are outside the benchmark range, for any specific parameter at any specific
outfall on four occasions, the permittee shall notify the Dl:,Q Regional Office Supervisor in writing within
30 days of receipt of the fourth analytical results. DWQ may but -is not limited to:
• require that the permittee revise, increase, or decrease th:.. monitoring frequency for the remainder
of the permit;
• require the permittee to install structural stormwater controls;
a require the permittee to implement other stormwater control measures; or
• require that the permittee implement site modifications to qualify for the No Exposure Exclusion.
Part II Page 7 of 9

Permit No. NCS000389
SECTION C: QUALITATIVE MONITORING REQUIREMENTS
Qualitative monitoring requires a visual inspection of each stormwater outfall regardless of
representative outfall status and shall be performed as specified in Table 4, during the analytical
monitoring event., [If analytical monitoring is not required, the permittee still must conduct semi-
annual qualitative monitoring.] Qualitative monitoring is for the purpose of evaluating the
effectiveness of the Stormwater Pollution Prevention Plan (SPPP) and assessing new sources of
stormwater pollution.
In the event an atypical condition is noted at a stormwater discharge outfall, the permittee shall'
document the suspected cause of the condition and any actions taken in response to_the.;y_-
discovery. This documentation will be maintained with the SPPP.
Table 4. Qualitative Monitoring Requirements
Dischar `e Characteristics
=Fre uenc 1
q y,
Mon�to'r�n `
g
_
ti
Location2.., :...:�.
Color
semi-annual
SDO
Odor
semi-annual
SDO
Clarity
semi-annual
SDO
Floating Solids
semi-annual.
SDO
Suspended Solids
semi-annual
SDO
Foam
semi-annual
SDO
Oil Sheen
semi-annual
SDO
Erosion or d osition at the outfall
semi-annual
SDO
Other obvious indicators
semi-annual
SDO
of stormwater pollution
Footnotes:
Measureftlnt Frequency: Twice per year during a representative storm event, for each year until either another
permit is.issued for this facility or until this permit is revoked or rescinded. If at the end of this permitting cycle
the permittee has submitted the appropriate paperwork for a renewal permit before the submittal deadline, the
permittee will be considered for a renewal application. The applicant must continue semi-annual monitoring until
the renewed permit is issued. See Table 2 for schedule of monitoring periods through the end of this permitting
cycle.
2 Monitoring Location: Qualitative monitoring shall be performed at each stonm;Vaterdischarge outfall (SDO)
regardless of representative outfall status.
SECTION D: ON -SITE VEHICLE MAINTENANCE MONITORING REQUIREMENTS
Facilities which have any vehicle maintenance activity occurring on -site which uses more than 55
gallons of new motor oil per month when averaged over the calendar year shall perform
analytical monitoring as specified below in Table 5. This monitoring shall be performed at all
stormwater discharge outfalls which discharge stormwater runoff from vehicle maintenance
PartII Page 8 of 9

Permit No. NCS000389.
areas, and in accordance with the schedule presented in Table 2 (Section B). All analytical
monitoring shall be performed during a representative storm event.
Table 5. Analvtical Monitoring -Reouirements for On -Site Vehicle Maintenance
Dischar'e6 Characteristics,.-
" Units
'Measurement ,
' . Fie , uene 1 :.
Sample:r
T .: - e2 .;.
Sample 'y
Ilveatr©rid :.
H
standard
semi-annual
Grab
SDO
TPH
[EPA Method 1664 SGT-HEM)
mg/1
semi-annual
Grab
SDO
Total Suspended Solids
mg1l
semi-annual
Grab
SDO
Total Rainfall4
inches i
semi-annual
Rain gauge
New Motor Oil Usage 1
gallons/month
semi-annual
Estimate
-
Footnotes:
1 Measurement Frequency: Twice per year during a representative storm event, for each year until either another
permit is issued for this facility or until this permit. is revoked or rescinded. if at the end of this permitting cycle
the permittee has submitted the appropriate paperwork for a renewal permit before the submittal deadline, the
permittee will be considered for a renewal application. The applicant must continue semi-annual monitoring until
the renewed permit is issued. See Table 2 for sched!rle of monitoring periods through the end of this permitting .
cycle,-
2 1f Lr--�tormwater runoff is controlled by a stormwater detention pond a grab sample of the discharge from the -
pond shall be collected within the first 30 minutes of discharge from the pond.
3 Sample Location: Samples shall be collected at each sturrnwater discharge outfaIl (SDO) that discharges
storm -water runoff from area(s) where vehicle maintenance activities occur.
4 For each sampled representative'storm event the total precipitation must be recorded. An on -site or local rain
gauge reading must be recorded.
Monitoring results shall -be compared to the benchmark values in Table.6. The benchmark
values in Table 6 are not permit limits but should be used as guidelines for the permittee's
Stormwater Pollution Prevention Plan (SPPP). Exceedences of benchmark values require the
permtttee to increase monitoring, increase management actions, increase record keeping; and/or
install stJ."mwater Best Management Practices (BMPs), as provided in Part II Section B.
Table 6., Benchmark Values for Vehicle Maintenance Analytical Monitoring
Dischaxge,Characteristics7 _:
_ Unrts
Benchmark,,;,
pH
standard
6-9
TPH
mg/L
15
[EPA Method 1664 (SGT-HEM)]
Total Suspended Solids
mg/L
.100
Part 11 Page 9 of 9

Permit No. NCS000389
PART III STANDARD CONDITIONS FOR NPDES STORMWATER INDIVIDUAL PERMITS
SECTION A: COMPLIANCE AND LIABILITY
Compliance Schedule
The permittee shall comply with Limitations and Controls specified for stormwater discharges in
accordance with the following schedule:
Existing Facilities already operating but applying for permit coverage for the first time: The Stormwater
- , Pollution Prevention Plan shall be. developed and implemented within 12 months of the effective date of the
initial permit and updated thereaf-�cr on an annual basis. Secondary containment, as specified in Part II,
Section A, Paragraph 2(b) of this permit, shall be accomplished within 12 months of the effective date of
the initial permit issuance.
New -Facilities applying -for coverage for the first time and existing facilities previously permitted and
applying far -renewal under this permit: The Stormwater Pollution Prevention Plan shall be developed and
implemented prior to the beginning of discharges from the operation of theindustrial activity and be
updated thereafter on an annual basis. Secondary containment, as specified in Part II, Section A, Paragraph
2(b) of this permit shall be accomplished prior to the beginning of discharges from the operation of the
industrial activity.-
2. Duty to Comply
The permittee must comply with all conditions of this individual permit. Any permit noncompliance
constitutes a .violation of the Clean Water Act and is grounds for enforcement action; for permit
termination, revocation and reissuance, or modification; or denial of a permit upon renewal application.
a. The permittee shall comply with standards or prohibitions established under section 307(a) of the
Clean Water Act for toxic pollutants within -the time provided in the regulations that establish these
standards or prohibitions,.even if the permit has not yet been modified to incorporate the
requirement.
b. - The Clean Water Act provides that any person who violates a permit condition is subject to a civil
penalty not to exceed $25,000 per day for each violation. Any -person who negligently violates any
permit condirion is subject to criminal penalties of $2,500 to 25,000 per day of violation, or
imprisonment for not more than 1 year, or both. Any person who knowingly violates permit
conditions is subject to criminal penalties of $5,000 to $50,000 per day of violation, or
imprisonment for not more than 3 years, or both. Also, any person who violates a.permit condition
may be assessed an administrative penalty not to exceed t 10,000 per violation with the maximum
amount not to exceed $125,000. [Ref: Section 309 of the Federal Act 33 USC 1319 and 40 CFR
122.41(a).]
C. Under state law, a daily civil penalty of not more than ten thousand dollars ($10,000) per violation
may be assessed against any person who violates or fails to act in accordance with the terms,
conditions, or requirements of a permit. [Ref NC General Statutes 143-215.6A].
d. Any person maybe assessed an administrative penalty by the Director for violating section 301,
302, 306, 307, 308, 318 or 405 of the Act, or any permit condition or limitation implementing any
of such sections in a permit issued under section 402 of the Act. Administrative penalties for Class
I violations are not to exceed $10,000 per violation, with the maximum amount of any Class I
penalty assessed not to exceed $25,000. Penalties for Class II violations are not to exceed
Part III Page 1 of 8

Permit No. NCS000389
$10,000 per day for each day during which the violation continues, with the maximum amount of
any Class II penalty not to exceed $125,000.
3. Duty to Mitigate
The.permittee shall take all reasonable steps to minimize or prevent any discharge in violation of this
individual permit which has a reasonable likelihood of adversely affecting human health or the environment.
4. Civil and Criminal Liability
Except as provided in Part III, Section C of this permit regarding bypassing of stormwater control facilities,
nothing'in this individual permit shall be construed to relieve the permittee from any responsibilities,
liabilities, or penalties for noncompliance pursuant to NCGS 143-7215.3,143-215.6A, 143-215.613, 143-
215.6C or Section 309 of.the Federal Act, 33 USC 1319. F:irthermore, the permittee is responsible for
consequential damages, such as fish kills, even though the responsibility for effective compliance may be
temporarily suspended. ,
5.. Oil and Hazardous Substance Liability
Nothing in this .individual permit shall be construed to preclude the institution of any legal action or relieve
the permitter from any'responsibilities, liabilities, or penalties to which the permittee is or may be subject to
under NCGS 143-215.75 et seq. or Section 311 of the Federal Act, 33 USC 1321.
6. PropertyRights
The issuance of this individual,pennit does not convey any property rights in either real or personal -
property; or any exclusive privileges, nor does it authorize any injury to private property or any invasion of
personal rights, nor any infringement of Federal, State or local laws or regulations.
7. rability
The provisions of this individual permit are severable, and if any provision of this individual permit, or the
application of any provision of this individual permit to any circumstances, is held invalid, the application
of such provision to other circumstances, and the remainder of this individual permit, shall not be affected
thereby.
8. Duty to Provide Information
The permitlee shall furnish to the Director, within a reasonable time, any information which the Director
may request to determine whether.cause exists for modifying, revoking and reissuing, or terminating the
permit issued pursuant to this individual permit or to determine compliance with this individual permit. ThC
permittee shall also furnish to the Director upon request, copies of records required to be kept by this . .
individual permit.
,9. Penalties for Tamverin
The Clean Water Act provides that any person who falsifies, tampers with, or knowingly renders inaccurate,
any monitoring device or method required to be maintained under this individual permit shall, upon
conviction, be punished by a fine of not more than $10,000 per violation, or by imprisonment for not more
than two years per violation, or by both. If a conviction of a person is for a violation committed after a first
conviction of such person under this paragraph, punishment is a fine of not more that $20,000 per day of
violation, or by imprisonment of not more than 4 years, or both.
Part III Page 2 of 8

Permit No. NCS000389
10. Penalties for Falsification of Reports
The Clean Water Act provides that any person who kriowingly makes any false statement, representation, or
certification in any record or other document submitted or required to be maintained under this individual
permit, including monitoring reports or reports of compliance or noncompliance shall, upon conviction, be
punished by a fine of not more than $10,000 per violation, or by imprisonment for not more than two years
per violation, or by both -
SECTION B: GENERAL CONDITIONS
I . Individual Permit Exyiration '
The permittee is not authorized to discharge after the expiration date. In order to receive automatic
authorization to discharge beyond the expiration date, the permittee shall submit forms and fees as are
required by the agency authorized to issue permits no later than 180 days prior to the expiration date. Any
permittee that has not requested renewal at least 180 days prior to expiration, or any permittee that does not
have a permit after the expiration and has not requested renewal at least 180 days prior to expiration, will be
subjected to enforcement procedures as provided in NCGS § 143-2153.6 and 33 USC 1251 et. seq.
2. Transfers _
`
3.
This permit is not transferable to any person except after notice to and approval by the Director. The
Director may require modification or r6iocation and reissuance of the permit to change the name and
incorporate such other requirements as may be necessary under the Clean Water Act. The Permittee is
required to notify. the Division in writing in'the event the permitted facility is sold or closed.
Sig atoa Requirements
All applications, reports, or information submitted to the Director shall be signed and certified.
a. All applications to be covered under this individual permit shall be signed as'follows;
- {l) In the case of a corporation:' by a principal executive. officer of at least the level of vice-
president, or his duly authorized representative, if such representative is responsible for
the overall operation of the facility from which the discharge described in the permit
application form originates;
(2) In the case of a partnership or limited partnership: by a general partner;
(3) In the case of a sole proprietorship: by the proprietor;
(4) In the case of a municipal, state, or other public entity. by a principal executive officer,
ranking elected official, or other duly authorized employee.
b. L ` All reports required by the individual permit and other information requested by the Director shall
be signed by a person described above or by a duly authorized representative of that person. A
person is a duly authorized representative only if '
(1) The authorization is ihade'in writing by a person descHbed above;
(2) The authorization specified either an individual or a position having responsibility for the
overall operation of the regulated facility or activity, such as the position of plant
manager, operator of a well or well field, superintendent, a position of equivalent
P
Part III Page 3 of 8

Permit No. NCS000389 .
responsibility, or an individual or position having overall responsibility for environmental
-matters for the company. (A duly authorized representative may thus be either a named
individual or any individual occupying a named position.); and.
(3) The written authorization is submitted to the Director.
C. Any person signing a document under paragraphs a.- or b. of this section shall make the following
certification_
"I certify, under penalty of law, that this document and all attachments were prepared under my
direction"or supervision in accordance with a system designed to assure that qualified personnel
properly gather and evaluate the information submitted. Based on my inquiry of the person or
persons who manage the system, or those persons directly responsiti'-.d for gathering the
information, the information submitted is, to the best of my knc.�Nvledge and belief, true, accurate,
and complete. I am aware that there are significant penalties for submitting false information,
including the possibility of fines and imprisonment.for knowing violations."
4. Individual Pcrrnit Modification. Revocation and Reissuance. or Termination .
The issuance of this individual permit does not prohibit the Director from reopening and modifying the
individual permit, revoking and reissuing the individual permit, or terminating the individual permit as
allowed by the laws, rules, and regulations contained in Title40, Code of Federal Regulations, Parts 122
and 123; Title 15A of the North Carolina Administrative Code, Subchapter 2H .0100; and North Carolina
General Statute 143-215.1 et al. '
5. Permit Actions -
The permit may be modified, revoked and reissued, or terminated for cause. The notification of planned
changes or anticipated noncompliance does not stay any individual permit: evadition.
SECTION C: OPERATION AND MAINTENANCE OF POLLUTION CONTROLS
Proper Operation and Maintenance
The permittee shall at all times properly operate and maintain -all facilities and systems of treatment and
control (and related appurtenances) which are installed or used by the permittee to achieve compliance with
the conditions of this individual permit. Proper operation and maintenance also includes adequate
laboratory controls and appropriate quality assurance procedures. This provision requires the operation of
back-up or auxiliary facilities or similar systems which are installed by a permittee only when th? operation
is necessary to achieve compliance with the conditions of this individual permit. "
2. Need to Halt or Reduce Not a Defense
It shall not be a defense for a permittee in an enforcement action that it would have been necessary to halt or
4 reduce the permitted activity in order to maintain compliance with the condition of this individua#'permit.
3. Bvpassinp- of Stormwater Control Facilities
Bypass is prohibited and the Director may take enforcement action against a permittee for bypass unless:
a. Bypass -was unavoidable to prevent loss of life, personal injury or severe property damage; and
Part III Page 4 of 8

Permit No. NCS000389
b. There were no feasible alternatives to the bypass, such as the use of auxiliary control facilities,
retention of stormwater or maintenance during normal periods of equipment downtime or dry
weather. This condition is not satisfied if adequate backup controls should have been installed in
the exercise of reasonable engineering judgment to prevent a bypass which occurred during normal
periods of equijiment'downtime or preventive maintenance; and
C. The permittee submitted notices as.required under, Part III, Section F of this permit.
If the Director determines that it will meet the three conditions listed above, the Director may approve an
anticipated bypass after considering its adverse effects.
SECTION D: MONITORING AND RECORDS
1. Representative Sampling y
Samples collected and measurements taken, as required herein; shall be characteristic of the volume and
nature of the permitted discharge. Analytical sampling shall be performed during a representative storm
event. Samples shall be taken on a day and time that is characteristic of the discharge. All samples shall be
taken before the discharge joins or is diluted by any other waste stream; body of water, or substance.
Monitoring points as -specified in this permit shall not. be changed without notification to and approval of
the Director.
2..,- Recordinp, Results ,
For each measurement, sample, inspection or maintenance activity performed or collected pursuant to the --.
requirements of this individual permit, the pemuttee shall record the following information:
a. The date, exact place, and time of sampling, measurements, inspection or maintenance activity;
b. The individual(s) who performed the sampling, -measurements, inspection or maintenance activity;
C. The date(s) analyses were'perfomied;
d. The individual(s) who performed the analyses;
C. v. The analytical techniques or methods used; and
f. . The results of such analyses. .
3.- Flow Measurements
Where required, appropriate flow measurement devices and methods consistent with accepted scientific
practices shall be selected and used to ensure the accuracy and reliability of measurements of the volume of
monitored discharges.
4. Test Procedures
Test procedures for the analysis of pollutants shall conform to the EMC regulations published pursuant to
NCGS 143-215.63 et. seq, the Water and Air Quality Reporting Acts, and to regulations published pursuant
to Section 304(g), 33 USC 1314, of the Federal Water Pollution Control Act, as Amended, and Regulation
40 CFR 136.
Part III Page 5 of 8

Permit No. NCS000389 -
To meet the intent of the monitoring required by this individual permit, all test procedures must produce
minimum detection and reporting Ievels and all data generated trust be reported down to the minimum
detection or lower reporting level of the procedure.
Representative Outfall
If a facility has multiple discharge locations with substantially. identical stormwater discharges that are
required to be sampled, the permittee may petition the Director for representative out€all status. If it is
established that the stormwater discharges are substantially identical and the permittee is granted
representative outfall status, then sampling requirements may be performed at a redaced number of outfalls.
6. Records Retention
Visual monitoring shall be documented and records maintained at the facility along -- ith the Stormwater
Pollution Prevention Plan. Copies of analytical monitoring results shall also be maintained on -site. The
pernuttce shall retain records of all monitoring information, including all calibration and maintenance
records and all original strip chart recordings for continuous monitoring instrumentation, acid copies of all
reports required by this individual permit for a period of at least 5 years from the date of the sample,
measurement, report or application. This period may be extended by request of the Director at any time.
Inspection and Entry
The permittee shall allow the Director, or an.authorized representative (including an authorized contractor
acting as a representative of the Director), or in the case of a facility which discharges through a municipal
separate Storm sewer system, an authorized representative of a municipal operator or tyre separate storm
sewer system receiving the discharge, upon the presentation of credentials and .i _r documents as may be
required by law, to;
a. Enter upon the permittee's premises where a regulated facility or activity isIocatsd or conducted,
or where records must be kept under the conditions of this individual permit;
b. Have access to and copy, at reasonabk times, any records that must be kept under the conditions of
this individual permit;
C. Inspect at reasonable times any facilities, equipment (including monitoring and control equipment),
practices, or operations regulated or. required under this individual permit; and
Sample or monitor, at reasonable times, for the purposes of assuring individual permit compliance
or as otherwise authorized by the Clean Water Act, any substances or parameters at any location.
SECTION E: REPORTING REQUIREMENTS
Discharge Monitoring. Reports
Samples analyzed in accordance with the terms of this permit shall be submitted to-tl_-rDivision on
Discharge Monitoring Report forms provided by the Director. Submittals shall be delivered to the Division
no later than 30 days from the date the facility receives the sampling results from the laboratory.
The permittee shall submit an Annual Summary Data Monitoring Report to the appropriate DWQ Regional
Office.in February of each year. The submittal shall be on forms supplied by the Division.
Part III Page 6 of 8

Permit No. NCS000389
When no discharge has occurred from the facility during the report period, the permittee is required to
submit a discharge monitoring report, within 30 days of the end of the six-month sampling period, giving all
required information and indicating "NO FLOW" as per NCAC T15A 02B .0506.
The permittee shall record the required qualitative monitoring observations on the SDO Qualitative
Monitoring Report form provided by the Division, and shall retain the completed forms on site. Visual
monitoring results should not be submitted to the Division; except upon DWQ's specific requirement to do
so.
2. Submitting Reports
Two signed copies of Discharge Monitoring Reports (DMRs) shall be. submitted to:
Central Files _
Division of Water Quality
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
In addition, a separate signed Annual Summary DMR copy shall be submitted to the local DWQ Regional
Office (RO) by March 1 of each year.
Addresses for each RO and the counties covered by each RO can be found here:
http://www.enr.state.'iic.iis/htnidVregio"loffices.html. The'permittee shall retain the completed originals
on site. Visual monitoring results should not be submitted to the'Regional Offices or Central Files unless
4� specifically requested by DWQ.
3.- Availabili of Repo
Except for data determined to be confidential under NCGS 143-215.3(a)(2) or Section 308 of the Federal
Act, 33 USC 1318, all reports prepared in accordance with the terms shall be available for public inspection
at the offices of the Division of Water Quality. - As required by the Act, analytical data shall not be
considered cofifidential. Knowingly making any false 'statement on any such report may result in the
imposition of criminal penalties as provided for in NCGS 143=215.6E or in Section 309 of the Federal Act,
4. Non-Stonnwater Discharees
If the storm event monitored in accordance' with this Individual Permit coincides with a non-stormwater
discharge, the permittee shall separately monitor all parameters as required under the non -stormwater
discharge permit and provide this information with the stormwater discharge monitoring report.
5. Planned Chances
The permittee shall give notice to the Director as soon as possible of any planned changes at the permitted
facility which could significantly alter the nature or quantity of pollutants discharged. This notification
requirement includes pollutants which are not specifically listed in the Individual Permit or subject to
notification requirements under 40 CFR Part 122.42.(a).
6. Anticipated Noncompliance
The permittee shall give -notice to the Director as soon as possible of any planned'changes at the permitted
facility which -may result in noncompliance with -the Individual Permit requirements.
Part III Page 7 of 8

Permit No. NCS000389
7. Spills
The permittee shall report to the local DWQ Regional Office, within 24 hours, all significant spills as
defined in Part VI of this permit. Additionally, the permittee shall report spills including: any oil spill of 25
gallons or more, any spill regardless of amount that causes a sheen on surface waters, any oil spill
regardless of amount occurring within 100 feet of surface waters, and any oil spill less than 25 gallons that
cannot be cleaned up within 24 hours.
8. Bypass S '
a. Anticipated bypass. If the permittee knows in advance of the need for a bypass, it shall submit
prior notice, if possible.at least ten days before the date of the bypass; including an evaluation of
the anticipated quciliy and affect of the bypass.
b. Unanticipated, bypass. The permittee shall submit notice within 24 hours of becoming aware of an
unanticipated bypass.
9. Twenty-four Hour Reporting
The permittee shall report to the central office or the appropriate regional office any noncompliance which
may endanger health or the environment. Any information shall be provided orally within 24 hours from
the time the permittee. became aware of the circumstances. A written submission shall also be provided
within 5 days of the time the permittee becomes aware of the circumstances.
The written submission shall contain -a- description of the noncomplia� —,C, and its causes; the period of
noncompliance, including exact dates and times, and if the noncompliance has not been corrected, the
anticipated time compliance is expected to continue; and steps take= (- planned to reduce, eliminate, and
prevent reoccurrence'ofthe noncompliance.
The Director may waive:the written report on a case -by -case basis if the oral report has been received
within 24 hours.
10. Other Noncompliance _
The perinittee shall report all instances of noncompliance not reported under 24 hour reporting at the time
monitoring reports are submitted.
It. Other Information
Where the permittee becomes aware that it failed to submit any -relevant facts in a Notice of Intent to be
covered under this Individual Permit or in any report to the Director, it shall promptly submit such facts or
information.
Part III Page 8 of 8

NCS000389
PART IV. - LIMITATIONS REOPENER'
'This individual permit shall be modified or alternatively, revoked and reissued, to comply with any applicable
effluent guideline or water quality- standard issued or approved under Scctions 302(b) (2) (c), and (d), 304(b) (2) and
307(a) of the Clean Water Act, if the effluent guideline or water quality standard so issued or approved:
a. Contains different conditions or is otherwise more stringent than any effluent limitation in the individual
permit; or
b. Controls any pollutant not limited in the individual permit.
The individual permit as modified or reissued under this paragraph shall also contain any o&Ar requirements in the
Act then applicable.
PART V ADMINISTERING AND COMPLIANCE MONITORING FEE
REQUIREMENTS
The permittee must pay the administering and compliance monitoring fee within 30 (thirty) days afterbeing billed by
the Division. Failure to pay the fee in timely manner in accordance with 15A NCAC 2H _0105(b)(4) may cause this
Division to initiate action to revoke the Individual Permit.
- PART VI DEFINITIONS
1. Act
See Clean Water Act.
2. Allowable Non-Stormwater Discharges.
This permit regulates stormwater discharges: Non-stormwater discharges which shall be allowed in the
stormwater conveyance system are:
(a) All other discharges that are authorized by a non-stormwater NPDES permit.
(b) Uncontaminated groundwater, foundation drains, air -conditioner condensate without added
_ chemicals, springs, discharges of uncontaminated potable water, waterline and fire hydrant
fleshings, water from footing drains; flows from riparian habitats and wetlands.
(c) Discharges resulting from fire -fighting or fire:fighting training.
3. Best Management Practices-(BMPs) `
Measures or practices used to reduce the amount of pollution entering surface waters: BMPs may take the
form of a process, activity, or physical structure. More information on BMPs can be'found at:
http://cfpub.epa.gov/npdes/stoftnwater/menuofbmps/index-cffiL
4. Bypass
A bypass is the known diversion of stormwater from any portion of a-storrnwater control facility including
the collection system, which is not a designed or established operating mode for the facility.
5. Bulk Storage of Liquid Products
Liquid raw materials, manufactured products, waste materials or by-products with a single above ground
storage container having a capacity of greater than 660 gallons or with multiple above ground storage
containers located in close proximity to each other having a total combined storage capacity of greater than
1,320 gallons.
Parts IV, V and VI Page I of

Permit No. NCS000389
6. Certificate ofCoverage
The Certificate of Coverage (COC) is the cover sheet which accompanies the individual Permit upon
issuance and lists the facility name, location, receiving stream, river basin, effective date of coverage under
the permit and is signed by the Director. -• • -
7. Clean Water Act
.The Federal Water Pollution Control Act, also known as the Clean Water Act (CWA), as amended, 33 USC
1251, et. seq.
8. Division or DWQ
The Division of Water Quality, Department of Environment and Natural, Resources.
9. Director f.
The Director of the Division of Water Quality, the permit issuing authority. _
10. EMC
The -North Carolina Environmental Management Commission,
11. Grab Sample
An individual sample -collected instantaneously. Grab samples that will be analyzed (quantitatively or
qualitatively) must be taken within the first 30 minutes of discharge.
12. Hazardous Substance.
Any s.�ibstance designated under 40 CFR Part 116 pursuant to Section 311 of the Crean Water Act: -.
13. Lar.1
A disposal facility or part of a disposal facility where waste is placed in or on land and which is not a land
treatment facility, a surface impoundment, -an injection well, a hazardous waste long-term storage facility or
a surface storage facility-
14.•• Municipal Separate Storm Sewer S stem
A stormwater collection system within an incorpdfated area of local self-government such -as a city or town-
15. No Exposure
A condition of no exposure means that all industrial materials and activities are protected by a storm
resistant shelter or acceptable storage containers to prevent exposure to rain,.snow, snowmelti or runoff.
Industrial materials or activities.include, but are not limited to, material handling equipment or activities,
industrial machinery, raw materials, intermediate products, by-products, final products, or waste products.
DWQ may grant a No Exposure Exclusion from NPDES Stormwater Permitting requirements only if a
facility complies with the terms and conditions described in 40 CFR § 122.26(g)
16. Nc rice of Intent
Th - state application form which, when submitted to the Division, officially indicates the facility's notice of
intent to seek coverage under an Individual Permit.
17. Permittee',
The owner or operator issued a certificate of coverage pursuant to this Individual Permit.
18. Point Source Discharge of Stormwater
Any discernible, confined and discrete conveyance including, but not specifically limited to, any pipe, ditch,
channel, tunnel, conduit, well, 'or discrete fissure from which stormwater is or may be discharged to waters
of the state.
19. ReIresentative Storm Event
Part VI Page 2 of 4 Pages

Permit No. NCS000399
A storm event that measures greater than 0.1 inches of rainfall. The time between this storm event and the previous
storm event measuring greater than 0.1 inches must be at least 72 hours. A single storm event may have a period of
no precipitation of up to 10 hours. For example, if iti rains but stops before producing any collectable discharge, a
sample may be collected if the next rain producing a discharge begins within 10 hours.
20: Representative Outfall Status
When it is establislied that the discharge of stormwater runoff from a single outfall is representative of the
discharges at multiple outfalls, the DWQ may grant representative outfall status. Representative outfall
status allows the permittee to perform analytical monitoring at a reduced number of outfalls.
21. Secondary Containment
Spill containment for the contents of the single largest tank within the containment structure plus sufficient
freeboard to allow fo:. the 25-year, 24-hour storm event.
22. Section 313 Water Priority Chemical
A chemical or chemical category which:
a. -. -Is listed in 40 CFR 372-65 pursuant to Section 313 of Title IIf of the Superfund Amendments and
Reauthorization Act (SARA) of 1986, also titled the Emergency Planning and Community Right -
to -Know Act of 1986;
b.' R 'Is present at or above threshold levels. at a facility subject to SARA title Ili, Section 313 reporting
requirements; and -
C. Meets at least one of the following criteria:
OY Is listed in appendix D of 40 CFR part 122 on Table II (organic priority pollutants), Table
III (certain metals, cyanides, and phenols) or Table W (certain toxic pollutants and
hazardous substances);
(2) Is listed as a hazardous substance pursuant to section 3 1-1 (b)(2)(A) of the CWA at 40
-CFR 116.4; or
(3) - Is a pollutant for which EPA has published acute or chronic water quality criteria.
23. Severe Property Damage
Means substantial physical damage to property, damage to the control facilities which causes them to
become'anoperable,. or substantial and permanent'loss of natural resources which can reasonably be
expected to occur in the absence of a bypass. Severe property'damage does not mean economic loss caused
by delays in production.
24. SigLdficant Materials
Includes, but is not limited to: raw materials; fuels; materials such as solvents, detergents, and plastic
pellets; finished materials such as inetallic products; raw materials used in food processing or production;
hazardous substances designated under section 101(14) of CERCLA; any chemical the facility is required to
report pursuant to section. 313 of Title III of SARA; fertilizers; pesticides; and waste products such as ashes,
slag and sludge that have the potential to be released with stormwater discharges.
25. Significant Spills,
Includes, but is not limited to: releases of oil or hazardous substances in excess of reportable quantities
under section 311 of the Clean Water Act (Ref: 40 CFR l 10.10 and CFR 111:21) or section 102 of
CERCLA (Ref: 40 CFR 302.4). V
26. Stormwater Discharge Outfall (SDO) --
The point of departure of stormwater from a discernible, confined, or discrete conveyance, including but not
limited to, storm sewer pipes, drainage ditches, channels, spillways, or channelized collection areas, from
which stormwater flows directly or indirectly into waters of the State of North Carolina.
27. Stormwater Runoff
Part VI Page 3 of 4 Pages

r � '
Permit No. NCS000389 -
The flow of water which results from precipitation and which occurs immediately following rainfall or as a
result of snowmelt.
28. Stormwater Associated with Industrial Activity
The discharge from any point source which is used for collecting and conveying stormwater and which is
directly related to manufacturing, processing or raw material storage areas at an industrial site. facilities
considered to be. engaged in "industrial -activities" include those activities defined in 40 CFR 122.26(b)(14).
The term does not include discharges from facilities or activities excluded from the NPDES program.
29. Stormwater Pollution Prevention Plan
A comprehensive site -specific plan which details measures and practices to reduce stormwater pollution and
is based on an evaluation of the pollution potential of the site.
30. - Total Maximum Daily Load (TMDL) _
TMDLs are written plans for attaining and maintaining water quality standards, in all seasons, for a specific
water body and pollutant. (A list of approved TMDLs for the state of North Carolina can be found at
http:1/b2o.enr.state.ne.us/tmdv)
31. Toxic Pollutant
Any pollutant listed as toxic under Section 307(a)(1) of the Clean Water Act. .
32. Vehicle Maintenance Activity.
Vehicle rehabilitation, mechanical repairs, painting, fueling, lubrication, vehicle cleaning operations, or
airport deicing operations.
?" .- Visible Sedimentation
Solid particulate matter, both mineral and organic, that has been or is being transported by water, air,
gravity, or ice from its site of origin which can be seen with the unaided eye.
34 - 257ear 24 hour storm event
Erg maximum, 24-hour precipitation event expected to be equaled or exceeded, on the average, once -in 25
years.
Part VI Page 4 of 4 Pages

DAK Americas
.tune 3, 2010
Mr. Brian Lowther
Environmental Engineer
Stormwater Permitting Unit
Wetlands and Stormwater Branch
1617 Mail Service Center
Raleigh, NC 27601
Subject: Draft NPDES Stormwater Permit
Permit No. NCS000389
DAK Americas LLC Cedar Creek Site
Cumberland County
Dear Mr. Lowther:
JUN — 9 2010
DAK Americas received the draft NPDES Stormwater Permit dated May S, 2010 for its
Cedar Creek site on May 10, 2010. This letter is to provide DAK's comments on the
draft permit.
During the most recent permit cycle for DAK's NPDES permit (NC0003719), DENR
decided to remove the stormwater outfalls from the NPDES permit and to include them in
the stormwater permit (NCS000389). Permit No. NC0003719 was received on
September 8, 2009 and became effective October 1, 2009. After removal of the
stormwater outfalls, this permit covers only Outfall 002, the outfall from the site's
wastewater treatment plant.
While awaiting renewal of the stormwater permit DAK continued and will continue the
sampling required under the old NPDES permit for all outfalls until the new stormwater
permit is issued.
The draft permit for the stormwater states that all outfalls must be certified annually to
assure that non-stormwater discharges are not discharged from storrnwater outfalls. The
draft permit does not identify any outfalls covered in the permit; it just says that the
permit covers all outfalls. This presents an issue in that Outfall 001, which contains
mostly stormwater, also includes cooling tower blowdown.
As it currently stands, Outfall 001 is not listed in the site's NPDES permit for wastewater
and, if the draft stormwater permit were issued as written, DAK could not certify that
Outfall 001 has no non-stormwater discharges because cooling tower blowdown is
discharged through this outfall.
Cape Fear Site • 3500 Daniels Road NE • P.O. Box 2260 * Leland, NC 28451
877-432-2766 (toll -free) o 910-371-4000 (phone) • 910-371-4179 (fax)
www.dakamericas.com

DAK Americas requests that DENR modify the draft stormwater permit to allow the
discharge of cooling tower blowdown and stormwater through Outfall 001. DAK could
then certify that Outfall 001 discharges only cooling tower blowdown and stormwater.
DAK believes that this outfall will have no issues meeting the current benchmark limits
for stormwater outfalls.
If you have any questions, please call me at [phone] in my office or at (910) S 12-
4883 on my cell phone. Thank you.
Sincerely,
Elieeth Wike
Environmental Engineer
cc. Penny Mahoney, Anthony Hudson, Donald Allbright

AFFIDAVIT OF PUBLICATION
NORTH CAROLINA
Cumberland County
NC DIVISION OF WATER
Before the undersigned, a Notary Public of said County and state, duly
QUAi11'Y INTENT TO ISSUE
A STORMWA7ER
commissioned and authorized to administer oaths, affirmations, etc.,
ll1sCa1AAOEPERNOT-
I'u61w -at[uarat vl abjxGm
personally appeared. CINDY L- OROZCO
`°" d p�'t k . t1
Sti6mit unt#n e�tme�a to
Who, being duly sworn or affirmed, according to law, doth depose and say
`�` �' �`'°�
A0 �M �a
that he/she is LEGAL SECRETARY -
m I, 18. 2010 21 deh�be
ddned in Cmfinal �-
i -
of THE FAYETTEVILLE PUBLISHING COMPANY, a corporation organized
=ipamuP�isions,
and doing business under the Laws of the State of North Carolina, and
'- o D K Am
publishing a newspaper known as the FAYETTEVILLE OBSERVER, in the
o; -
��. NC 28-112 b.°�'�
dss-
City of Fayetteville, County and State aforesaid, and that as such he/she
fa - NPAES permit m
��8`°"'m"'hry°` �' �
makes this affidavit; that helshe is familiar with the books, files and
Amnia U1 c Ccd� Leek
Sit,. 3216 C� do Crmk Road
business of said Corporation and by reference to the files of said publication
Fey�11r. Nc, ctmt�wa
�=�t, Tbc fadlhy dls-
the attached advertisement of CL Legal Line
t°` Gp< F�
STORMWATER DISCHARGE PERMIT
C�p� d t� drtt mot,
of NC DIVISION OF WATER QUALITY
tio. NCS=3M a "a -
bis aL
was inserted in the aforesaid newspaper in space, and on dates as follows:
_. o rglvr b!v q1ds!s o!c u Qe o t-
aotias . Additioazl �ezmu
da-u a — avalable f
Me CY`,l Mucuon Cost at
DWQ SLorm la Petmw< og
Imit
511 N. Saliebtuy sb—t. (I�-
5/14/2010
tka rip MOM)
��u Mai, Services °ter
and at the time of such publication The Fayetteville Observer was a
Rakigh.NC 27699-I617
newspaper meeting all the requirements and qualifications prescribed by
DWQCo act6ri=L--hcr
Sec. No. 1-597 G.S. of N.G.
(919}807 6368
ea,
The above is correctly copied from the books and files of the aforesaid
Nr DIVISION OF WATER
QUALM Z-Ir 'ti1T TO lm'E
corporation and publication.
A STORMWATER
1)1SC7(AROE FEEWIT
z3s9szz
LEGAL SECRETARY
Title
Cumberland County, North Carolina
Sworn or affirmed to, and subscribed before me, this 14 day
of May, A.D., 2010.
In Testimony Whereof, I have hereunto set my hand and affixed my
official seal, the day and�year afore�i+,, r�
Kirsten E Speer, Notary Public
My commission expires 12th day of September, 2011
MAIL T0: NC DIVISION OF WATER QUALITY
1617 MAIL SERVICE CENTER
RALEIGH, NC 27699
,= NOTARY
PUBLIC a pg
0002389522

WDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins
Governor Director
May 5, 2010
Mr. Elizabeth Wilke
DAK Americas LLC
3216 Cedar Creek Road
Fayetteville, NC 28312
Dee Freeman
Secretary
Subject: Draft NPDES Stormwater Permit
Permit No. NCS000389
DAK Americas LLC Cedar Creek Site
Cumberland County
Dear Ms. Wilke:
Enclosed with this letter is a copy of the draft stormwater permit for your facility. Please review the draft
very carefully to ensure thorough understanding of the conditions and requirements it contains.
The draft permit contains the following significant changes from this facility's current permit:
Analytical monitoring changes:
1. Analytical monitoring parameters, COD,1,4 -Dioxane, Oil and Grease, and pH, have been added to this
permit.
2. All analytical monitoring has been set to semi-annually during a representative storm event as defined in
Part II Section B. The permittee must also document the total precipitation for each event. If no discharge
occurs during the sampling period, the permittee must submit a monitoring report indicating "No Flow"
within 30 days of the end of the six-month sampling period. Additionally, samples must be taken a
minimum of 60 days apart, as specified in Table 2.
3. Benchmarks for analytical monitoring have been added to this draft permit. Exceedances of benchmark
values require the permittee to increase monitoring, increase management actions, increase record
keeping, and/or install stormwater Best Management Practices (BMPs) in a tiered program. If the
sampling results are above a benchmark value, or outside of the benchmark range, for any parameter at
any outfall then the facility shall follow the Tier 1 guidelines which require a facility inspection within
two weeks and implementation of a mitigation plan within two months. If during the term of this permit,
the sampling results are above the benchmark values, or. outside of the benchmark range, for any specific
parameter at a specific discharge outfall two times in a row (consecutive), then the facility shall follow the
Tier 2 guidelines which require a repetition of the steps listed for Tier 1 and also immediately institute
monthly monitoring for all parameters at every outfall where a sampling result exceeded the benchmark
value for two consecutive samples.
4. You are required to collect all of the analytical and qualitative monitoring samples during representative
storm events as defined in Part lI Section B. Qualitative monitoring is required regardless of
representative outfali status.
5. You are responsible for all monitoring until the renewal permit is issued. See Footnote 1 of Tables 1, 4,
and 5.
6. The flow reporting requirement has been removed per DWQ revised strategy. (The total rainfall
parameter is in this permit, however.)
Wetlands and stormwater Branch One
1617 Mail Service Center, Raleigh, North Carolina 27699-1617 NorthCarolina
Location: 512 N. Salisbury 5t Raleigh, North Carolina 27604 n
Phone: [phone] FAX: 919M7-6494 i Customer Service:1-877-623-6i748 �LL it �l'ral�i/y
Internet: tiwwr.ncwaterqualitp.org
An Equal Opportunity 1 Affirmative Acfion Employer

DAK Americas LLC Cedar Creek Site
Permit No. NCS000389
7. Vehicle maintenance monitoring has been revised to semi-annuaIIy in order to coincide with analytical
and qualitative monitoring. Monitoring for TPH has replaced Oil & Grease. This requirement appears in
all Individual Stormwater permits, however it only applies to facilities that do vehicle maintenance. If the
facility begins vehicle maintenance during the permitted timeframe then the requirements shall apply.
Other permit changes:
1. Additional guidance is provided about the Site Plan requirements. The site map must now identify if the
receiving stream is impaired and if it has a TMDL established. It must also describe potential pollutants
in each outfall. The map requirements are stated more explicitly. And, the site plan must contain a list of
significant spills that have occurred in the past three years and also must certify that the outfalls have
been inspected to ensure that they do not contain non-stormwater discharges. Additional information is
provided in Part II Section A.
2. AdditionaI requirements for the Stormwater Management Plan have been specified in Part II Section A.
More details regarding secondary containment are provided.
3. AdditionaI requirements for the Stormwater Pollution Prevention Plan have been specified in Part lI
Section A. The plan must also be updated annually to include a list of significant spills and to certify that
the outfalls do not contain non-stormwater discharges.
4. The facility must now implement a semi-annual Facility Inspection Program of the site's stormwater
management controls as specified in Part 11 Section A.
5. Information regarding the No Exposure Exclusion has been added to this draft permit. If industrial
materials and activities are not exposed to precipitation or runoff as described in 40 CFR §122.26(g), the
facility may qualify for a No Exposure Exclusion from NPDES stormwater discharge permit
requirements. Additional information is provided in Part I Section A.
6. In addition to submitting two signed copies of DMRs to Central Files, a separate signed Annual Summary
DMR copy must be submitted to the local DWQ Regional Office by March I of each year,
Please submit any comments to me no later than thirty (30) days following your receipt of the draft.
Comments should be sent to the address listed at the bottom of this page. If no adverse comments are
received from the public or from you, this permit will likely be issued in about two months.
If you have any questions or comments concerning this draft permit, contact me at [phone] or
[e-mail]
cc: Fayetteville Regional Office
Stormwater Permitting Unit
Attachments: Draft NPDES Stormwater Permit
Sincerely,
p G4-
Brian Lowther
Environmental Engineer
Stormwater Permitting Unit
Ir)

Lawyer, Mike
From: Lawyer, Mike
Sent: Tuesday, April 27, 2010 1:48 PM
To: Lowther, Brian
Cc: Henson, Belinda
Subject: RE: Staff Report comments for NCS000389
Attachments: Staff Report comments-DAK Americas-NCS000389.pdf
Brian,
Please see attached. Along with our regional office comments, I've included a map of the overall site with markups for
which outfalls belong to which permitted facilities. This information is based on my conversations with facility staff and
reviews of the other permitted facilities (DuPont & Clear Path Recycling). If you need clarification or any other
information let me know.
Thanks,
Mike
Michael Lawyer, CPSWQ
Environmental Specialist
NCDENR-Division of Water Quality
Surface Water Protection Section
Fayetteville Regional Office
Direct: [phone]
Main: [phone]
Fax: [phone]
e-mail: [e-mail] (please note my current e-mail address)
*E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be
disclosed to third parties.
From. Lowther, Brian
Sent: Friday, April 23, 2010 4:07 PM
To: Lawyer, Mike
Subject: RE: Staff Report comments for NCS000389
Thanks for helping me with the outfalls at these sites. I was having a hard time getting them straight based on the
maps. I'll look for your comments soon then. Don't feel like you have to rush them.
Brian
From: Lawyer, Mike
Sent: Friday, April 23, 2010 3:59 PM
To: Lowther, Brian
Subject: RE: Staff Report comments for NCS000389
Yes, I had asked her about that and was waiting on her reply before providing you with comments on the staff report. I
think I have finally been able to pinpoint which outfalls belong to which company at the large facility. There are a total of
about 13 outfalls with three different companies responsible for their own. I will put this information into my comments,
which I should be able to get to you next week before the April 30th deadline. Sorry it has taken so long with this one.

Have a good weekend,
Mike
Michael Lawyer, CPSWQ
Environmental Specialist
NCDENR-Division of Water Quality
Surface Water Protection Section
Fayetteville Regional Office
Direct: [phone]
Main: [phone]
Fax: [phone]
e-mail. mike.la er ncdenr.gov (please note my current e-mail address)
*E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be
disclosed to third parties.
From: Lowther, Brian
Sent: Friday, April 23, 2010 3:48 PM
To: Lawyer, Mike
Subject: RE: Staff Report comments for NCS000389
Mike,
I got a call from Elizabeth Wike today saying that she couldn't find any information about DAK's representative outfall
status. I don't remember asking her about it so I thought maybe you had_ Anyway, sounds like she is fine if we issue
the permit with all the outfalls needing to be sampled if she can't find the documentation.
Brian
From: Lowther, Brian
Sent: Tuesday, March 30, 2010 3:07 PM
To: Lawyer, Mike
Subject: Staff Report comments for NCS000389
Mike,
I am sending you the staff report for DAK Americas NCS000389 for your comments and review. Let me know if you
want me to send you the word dots also.
Brian
Brian C. Lowther
Environmental Engineer
NCDENR I DWQ I Stormwater Permitting Unit
1617 Mail Service Center, Raleigh, NC 27699-1617
512 N. Salisbury St, Raleigh, NC 27604

Phone: [phone]
Email. brian.lowther nedenr. ov
Website: htt.2://h2o.enr.state.ne.us/su/stonnwater.htmi
E-mail correspondence to and from this address may be subject to the North Carolina Public Records
Law and may be disclosed to third parties.

NCS000389
Recommendations: Based on the documents reviewed, the application information submitted on March 6, 2008
sufficient to issue an tndividual Stormwater Permit.
Prepared by (Signature) � "`� !� Date
Stormwater Permitting Unit Superviso Datc
fo Bradley nett
Concurrence by Regional Offt %.- OF Dateel
hoRO Water Quality Supervisor if Date
Regional Office Staff Comments (attach additional pages as necessary)
What outfalls need to be sampledfor this permit? They were sampling only 003, Some of the outfalls were covered in
their wastewater permit but that is now not the case and need to/be covered in this permit.
✓t ��Stry.SS S w��Fi cilr cl�,r� t /� 16'V e 51
fr
f'
.
�el.rdGG r�..l� � W /Y �` iS5'c�G�,-� � o � Ca►t���
Page 9 of 9

AvA
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins
Governor Director
March 30, 2010
Individual NPDES Stormwater Permit Renewal Transmittal Cover Page
To: Fayetteville Regional Office, Mr. Mike Lawyer
Subject: NPDES Stormwater Permit No. NCS000389
DAK Americas
Fayetteville, NC (Cumberland County)
Attachment Description
Staff Report
®
Draft Permit
®
Renewal Application
Dee Freeman
Secretary
Please provide comments on the facility, draft permit, and staff report and sign/return
if acceptable.
Return to Brian Lowther at the Central Office by April 30, 2010.
Brian Lowther
Division of Water Quality
Stormwater Permitting Unit
1617 Mail Service Center
Raleigh, NC 27699-1617
Wetlands and Stormwater Branch
1617 Mail Service Center, Raleigh, North Carolina 27699-1617
Location: 512 N. Salisbury St. Raleigh, North Carolina 27604
Phone: [phone] FAX: [phone] Customer Service: 1-877-623-6748
Internet: www.ncwaterquality.org
An Equal Opportunity 1 Affirmative Action Employer
DENiR_FRO
APR o 6 2010
DWQ
NorthCarofina
Naturally

NC50003 S 9
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
PERMIT
TO DISCHARGE STORMWATER UNDER THE
TIONAL POLLUT
r,
In compliance with the provisions of North Carolina "General Statute 143-215.1, other lawful
standards and regulations promulgated and adopted by4h6.North Carolina Environmental
Management Commission, and the Federal Water Pollution Control Act, as amended,
DAK/Amekcas LLC
is hereby authorized to,dischaige stormwater from a facility located at
DAK Americas LLC Cedar Creek Site
sf' 31l6 Cedar Creek Road
fJ Fayetteville, NC
r Cumberland County
to receiving waters designated as the Cape Fear River, a class WS4V; CA stream in the Cape
Fear River Basin, in accordance with the discharge limitations, monitoring requirements, and
other conditions set forth in Parts I,11, II1, IV, V and VI hereof
Note: Draft Permit Dates are Approximate
This permit shall become effective June 1, 2010.
This permit and the authorization to discharge shall expire at midnight on May 31, 2015.
Signed this day May 14, 2010.
for Coleen H. Sullins Director
Division of Water Quality '
By the Authority of the Environmental Management Commission

Permit No. NCS000389
TABLE OF CONTENTS
PART I INTRODUCTION
Section A: Individual Permit Coverage
Section B: Permitted Activities
Section C: Location Map
PART II MONITORING, CONTROLS, AND LIMITATIONS FOR PERMITTED
DISCHARGES ; �\
Section A: Stormwater Pollution Prevention Plan `
Section B: Analytical Monitoring Requireirtents.
f.
Section C: Qualitative Monitoring Requirements
Section D: On -Site Vehicle-MV iint&nance Monitoring Requirements
PART III STANDARD CONDITIONS FOR NPDES STORMWATER INDNIDUAL
PERMITS
Section A: Compliance and Liability
1. Compliance Schedule
2. Duty to Comply
3. Duty to Mitigate
4. Civil and Criminal Liability
5. Oil and Hazardous Substance Liability
6. Property Rights
7. Severability
8. Duty to Provide information
9. Penalties for Tampering
10. Penalties for Falsification of Reports
Section B: General Conditions
1. Individual Permit Expiration
2. Transfers
3. Signatory Requirements
i

Permit No. NCS000389
4. Individual Permit Modification, Revocation and Reissuance, or
Termination
5. Permit Actions
Section C: Operation and Maintenance of Pollution Controls
1. Proper Operation and Maintenance
2. Need to Halt or Reduce Not a Defense
3. Bypassing of Stormwater Control Facilities
Section D
Section E
Monitoring and Records
1.
Representative Sampling
2.
Recording Results E
3.
Flow Measurements'
4.
Test Procedures
5.
rr`�
Representative Outfall
6.
Records Retention i� f
7.
Inspectid& and -Entry
Reporting
Requirements,-.
1.
Discharge Monitoring Reports
2.
Submitting.Reports
3.
Availability of Reports
4.
Non-Stormwater Discharges
5.
Planned Changes
6.
Anticipated Noncompliance
7.
Spills
8.
Bypass
9.
Twenty-four Hour Reporting
10.
Other Noncompliance
11.
Other Information
PART IV LIMITATIONS REOPENER
PART V ADMINISTERING AND COMPLIANCE MONITORING FEE
REQUIREMENTS
PART VI DEFINITIONS
ii

Permit No. NCS000389
PART I INTRODUCTION
SECTION A: INDIVIDUAL PERMIT COVERAGE
During the period beginning on the effective date of the permit and Iasting until expiration, the
permittee is authorized to discharge stormwater associated with industrial activity. Such
discharges shall be controlled, limited and monitored as specified in this permit.
If industrial materials and activities are not exposed to precipitation or runoff as described in. 40
CFR §I22.26(g), the facility may qualify for a No Exposure Exclusion from NPDES stormwater
discharge permit requirements. Any owner or operator wishing.to obtain a No Exposure
Certification must submit a No Exposure Certification,NOhfohn to the;Division; must receive
approval by the Division; must maintain no exposure conditions unless authorized to discharge
under a valid NPDES stormwater permit; and must reapply for the -No Exposure Exclusion once
every five (5) years. .,
7, r
:Je �
SECTION B: PERMITTED ACTIVITIES ' i *'
Until this permit expires or is m6dified':orr revoked; the permittee is authorized to discharge
stormwater to the surface waters' -of North Carolina or separate storm sewer system that has been
adequately treated and managed;in accordance with the terms and conditions of this individual
permit. All stormwater discharges shall-.ba in accordance with the conditions of this permit.
Any other point source discharge tori iirface waters of the state is prohibited unless it is an
allowable non-stormwater discharge or is covered by another permit, authorization, or approval.
The stormwater discharges allowed by this individual permit shall not cause or contribute to
violations of Water Quality Standards.
This permit does not relieve the permittee from responsibility for compliance with any other
applicable federal, state, or local law, rule, standard, ordinance, order, judgment, or decree.
Part I Page I of 2

SECTION C: LOCATION h'IAP
Permit No. NCS000389
_ r
a f, - ��' "� � i'f!� / '.• r� 1,-• �• ` �`• '.
' `, ! �i ` ' -)+a w•', y%' ( � tesrurr.. A,arth
tits 4%�•-� r ' � ,'1 •� lV� _ t O -!i S:��pm�
it �._ / -•- `-' � ��Y ���—"rt' t' i iSVj`=, i -+ _
A.
(t
DAK America LLC Cedar Creek Site•
x y 4 g
Law&,=
Byrn t .Y?3 ,�� � �.€�! � •`)tl .('�
NCS000389
s�
4
Mv Scale 1;24,ow
if� : `• Jrj
.�f
•. rat J�
`
~•�
f • r
Y
�, �••!
� �`6 ice« ��
r �3a .'�.
I
Vk
DAK America LLC
DAK Amet'ica LLC Cedar Creek Site
i_afitude: 340 59' 00" N
Longitude; 780 47' 30" W
County: Cunteriand
ReceNi g Stream: Cape Bear River
Stream 0ass: WS-1V; CA
Sub -basin: 034k-15 (Cape Fear River Basin)
Facility Location
Part 1 Page 2 of 2

Permit No. NCS000389
PART II MONITORING, CONTROLS, AND LIMITATIONS FOR
PERMITTED DISCHARGES
SECTION A: STORMWATER POLLUTION PREVENTION PLAN
The Permittee shall develop a Stormwater Pollution Prevention Plan, herein after referred to as
the Plan. This Plan shall be considered public information in accordance with Part III, Standard
Conditions, Section E, Paragraph 3 of this individual permit. The Plan shall include, at a
minimum, the following items:
1. Site Plan. The site plan shall provide a description of the physical facility and the
potential pollutant sources which may be expected to contribute to contamination of
stormwater discharges. The site plan shall contain tlie,following:
(a) A general Iocation map (USGS quadrangle"map or appropriately drafted
equivalent map), showing the facility.s`locatibn.in relation to transportation routes
and surface waters, the name of the' receivirig water(s) to which the stormwater
outfall(s) discharges, or if the discharge is.to a municipal separate storm sewer
system, the name of the municipality acid the ultimate receiving waters, and
accurate latitude and longitude of the-point(s) of discharge. The general location
map (or alternatively-the-site'rnap) shall identify whether each receiving water is
impaired (on the state_!003(d) list of impaired waters) or is located in a
watershed for which a TMDL has been established, and what the parameter(s)
of concern arel. f
(b) A narrative description of storage practices, loading and unloading activities,
outdoor process areas, dust or particulate generating or control processes, and
waste disposal practices. A narrative description of the potential pollutants which
could be expected to be present in the stormwater discharge from each outfall.
(c) A site map drawn to scale (including a distance legend) showing: the site property
boundary, the stormwater discharge outfalls, all on -site and adjacent surface
waters and wetlands, industrial activity areas (including storage of materials,
disposal areas, process areas, loading and unloading areas, and haul roads), site
topography, all drainage features and structures, drainage areas for each outfall,
direction of flow in each drainage area, industrial activities occurring in each
drainage area, buildings, existing BMPs, and impervious surfaces. The site map
must indicate the percentage of each drainage area that is impervious.
(d) A list of significant spills or leaks of pollutants that have occurred at the facility
during the three (3) previous years and any corrective actions taken to mitigate
spill impacts.
(e) Certification that the stormwater outfalls have been evaluated for the presence of
non-stormwater discharges. The certification statement will be signed in
accordance with the requirements found in Part III, Standard Conditions, Section
Part 11 Page 1 of 10

Permit No. NCS000389
B, Paragraph 5. The permittee shall re -certify annually that the stormwater
outfalls have been evaluated for the presence of non-stormwater discharges.
2. Stormwater Management Plan. The stormwater management plan shall contain a
narrative description of the materials management practices employed which control or
minimize the exposure of significant materials to stormwater, including structural and
nonstructural measures. The stormwater management plan, at a minimum, shall
incorporate the following:
(a) Feasibility Study. A review of the technical and economic feasibility of changing
the methods of operations and/or storage practices to eliminate or reduce exposure
of materials and processes to stormwater. Wherever practical, the permittee shall
prevent exposure of all storage areas, material'handling operations, and
manufacturing or fueling operations. In'areas.Where elimination of exposure is
not practical, the stormwater management plan shallndocument the feasibility of
diverting the stormwater runoff away fr¢r%areas of potential contamination.
(b) Secondary Containment Requirements and Records. Secondary containment is
required for: bulk storage of liquidmaterials; storage in any amount of Section
313 of Title III of the Superfund Ari endrrients and Reauthorization Act (SARA)
water priority chemicals; and'storage in any amount of hazardous substances, in
order to prevent leaks and spills from contaminating stormwater runoff. A table
or summary of all such tanks and stored materials and their associated secondary
containment areas; shall, be•maintained. If the secondary containment devices are
connected to stodrmwater.conveyance systems, the connection shall be controlled
by manually activated valves or other similar devices (which shall be secured
closed with alocking.'mechanism), and any stormwater that accumulates in the
containment area -shall be at a minimum visually observed for color, foam, outfall
staining, visible sheens and dry weather flow, prior to release of the accumulated
stormwater. Accumulated stormwater shall be released if found to be
uncontaminated by any material. Records documenting the individual malting the
observation, the description of the accumulated stormwater, and the date and time
of the release shall be kept for a period of five years.
(c) BMP Summary. A listing of site structural and non-structural Best Management
Practices (BMP) shall be provided. The installation and implementation of BMPs
shall be based on the assessment of the potential for sources to contribute
significant quantities of pollutants to stormwater discharges and data collected
through monitoring of stormwater discharges. The BMP Summary shall include a
written record of the specific rationale for installation and implementation of the
selected site BMPs. The BMP Summary shall be reviewed and updated annually.
3. Spill Prevention and Response Plan. The Spill Prevention and Response Plan (SPRP)
shall incorporate an assessment of potential pollutant sources based on a materials
inventory of the facility. Facility personnel (or the team) responsible for implementing the
SPRP shall be identified in a written list incorporated into the SPRP and signed and dated
by each individual acknowledging their responsibilities for the plan. A responsible
Part H Page 2 of 10

Permit No. NCS000389
person shall be on -site at all times during facility operations that have the potential to
contaminate stormwater runoff through spills or exposure of materials associated with the
facility operations. The SPRP must be site stormwater specific. Therefore, an oil Spill
Prevention Control and Countermeasure plan (SPCC) may be a component of the SPRP,
but may not be sufficient to completely address the stormwater aspects of the SPRP. The
common elements of the SPCC with the SPRP may be incorporated by reference into the
SPRP.
4. Preventative Maintenance and Good Housekeeping Program. A preventative
maintenance and good housekeeping program shall be developed. The program shall list
all stormwater control systems, stormwater discharge outfalls, all on -site and adjacent
surface waters and wetlands, industrial activity areas (including material storage areas,
material handling areas, disposal areas, process areas; loading and unloading areas, and
haul roads), all drainage features and structures'drid existing structural BMPs. The
program shall establish schedules of inspections, maintenance; and housekeeping
activities of stormwater control systems, as well`as facility equipment, facility areas, and
facility systems that present a potential for stormwater, exposure or stormwater pollution.
Inspection of material handling areas and regular cleaning schedules of these areas shall
be incorporated into the program. Timely compliance with the established schedules for
inspections, maintenance, and housekeeping shallbe recorded in writing and maintained
in the SPPP.
5. Employee Training. Training'pro`1�1grams,shall be developed and training provided at a
minimum on an annual basis -for facility personnel with responsibilities for: spill response
and cleanup, preventative maintenance activities, and for any of the facility's operations
that have the potentiafto contaminate stormwater runoff. Facility personnel (or team)
responsible for implementingthe training shall be identified, and their annual training
shall be documented by -the signature of each employee trained.
6. Responsible Party. The Stormwater Pollution Prevention Plan shall identify a specific
position(s) responsible for the overall coordination, development, implementation, and
revision to the Plan. Responsibilities for all components of the Plan shall be documented
and position assignments provided.
7. Plan Amendment. The permittee shall amend the Plan whenever there is a change in
design, construction, operation, or maintenance which has a significant effect on the
potential for the discharge of pollutants to surface waters. All aspects of the
Stormwater Pollution Prevention Plan shall be reviewed and updated on an annual
basis. The annual update shall include an updated list of significant spills or leaks of
pollutants for the previous three years, or the notation that no spills have occurred. The
annual update shall include written re -certification that the stormwater outfalls have been
evaluated for the presence of non-stormwater discharges. Each annual update shall
include a documented re-evaluation of the effectiveness of the BMPs listed in the BMP
Summary of the Stormwater Management Plan.
The Director may notify the permittee when the Plan does not meet one or more of the
minimum requirements of the permit. Within 30 days of such notice, the permittee shall
Part II Page 3 of 10

Permit No. NCS000389
submit a time schedule to the Director for modifying the Plan to meet minimum
requirements. The permittee shall provide certification in writing (in accordance with
Part III, Standard Conditions, Section B, Paragraph 5) to the Director that the changes
have been made.
8. Facility Inspections. Inspections of the facility and all stormwater systems shall occur as
part of the Preventative Maintenance and Good Housekeeping Program at a minimum on
a semi-annual schedule, once during the first half of the year (January to June), and once
during the second half (July to December), with at least 60 days separating inspection
dates (unless performed more frequently than semi-annually). These facility inspections
are different from, and in addition to, the stormwater discharge characteristic monitoring
required in Part 11 B and C of this permit.
9. Implementation. The petmittee shall implement the PIan�,Implementation of the Plan
Y
shall include documentation of all monitoring;easurements;: inspections, maintenance
activities, and training provided to employees,.including the log of the sampling data and
of actions taken to implement BMPs associated witli*the industrial activities, including
vehicle maintenance activities. Such documentatin`sliall be kept on -site for a period of
five years and made available to the Direct r�orthe;Director's authorized representative
immediately upon request.!
Part II Page 4 of 10

Permit No. NCS000389
SECTION B: ANALYTICAL MONITORING REQUIREMENTS
Analytical monitoring of stormwater discharges shall be performed as specified in Table 1. All
analytical monitoring shall be performed during a representative storm event. The required
monitoring will result in a minimum of ten analytical samplings being conducted over the term of
the permit at each stormwater discharge outfall (SDO).
A representative storm event is a storm event that measures greater than 0.1 inches of rainfall. The time
between this storm event and the previous storm event treasuring greater than 0.1 inches must be at least
72 hours. A single storm event may have a period of no precipitation of up to 10 hours. For example, if
it rains but stops before producing any collectable discharge, a sample may be collected if the next rain
producing a discharge begins within 10 hours.
Table 1. Analytical Monitoring Requirements,�.
Discharge
Characteristics
Units .
Measurement Frequencyl
Sample
Type2
Sample
Location3
Chemical Oxygen Demand
m L
semi-annual
Grab
SDO
1,4—Dioxane
m L
-semi-annual
Grab
SDO
Oil and Grease
m L
semi-annual
Grab
SDO
H
standard
semi-annual
Grab
SDO
Total Rainfal14
•-.inches,,,
'` , semi-annual
Fain Gauge,
-
Footnotes:
I Measurement Frequency: Twice
`per year dtinng a representative storm event.
2 Grab samples shall be collected within the first 30 minutes of discharge.
3 F T- i.
Sample Location: Samples shall be collected at each stormwater discharge outfall (SDO) unless representative outfall
status has been granted.
4 For each sampled representative storm event the total precipitation must be recorded. An on -site rain gauge or local rain
gauge reading must be recorded.
The permittee shall complete the minimum ten analytical samplings in accordance with the
schedule specified below in Table 2. A minimum of 60 days must separate Period 1 and
Period 2 sample dates unless monthly monitoring has been instituted under a Tier Two
response.
Part Il Page 5 of 10

{�2G� v.e,c 3'' Permit No. NCS000389
)III-J,,a -D
Table 2. Monitoring Schedule
:12
Monitoring period ' .
-Sample Number:
_
= Start -
Enid
Year 1 -- Period 1
1
June 1, 2010
November 30, 2010
Year 1 — Period 2
2
December 1, 2010
May 31, 2011
Year 2 — Period 1
3
June 1, 2011
November 30, 2011
Year 2 — Period 2
4
December 1, 2011
May 31, 2012
Year 3 — Period 1
5
June 1, 2012
November 30, 2012
Year 3 — Period 2
6
December 1, 2012
May 31, 2013
Year 4 — Period 1
7
June 1, 2013
November 30, 2013
Year 4 -- Period 2
8
December 1, 2013
May 31, 2014
Year 5 — Period 1
9
June 1; 20Y'4
November 30, 2014
Year 5 — Period 2
10
DecembeCT, 20I4_-,f
May 31, 2015
Footnotes:'' '
I Maintain semi-annual monitoring during permit renewall;p`rocess. If at the expiration of the individual
Permit, the permittee has submitted an application for enewal of coverage before the submittal deadline,
the permittee will be considered for renewed coverage. -The applicant must continue semi-annual
monitoring until the renewed permit is issued./ � �
2 If no discharge occurs during the sampling period; the permittee must submit a monitoring report indicating
"No Flow" within 30 days of the end of thesuc-nionth,sampling period.
The permittee shall report the analytical'results from each sample within the monitoring period. The
permittee shall compare monitoring results to the benchmark values in Table 3. The benchmark
values in Table 3 are not permit limits=but should be used as guidelines for the permittee's
Stormwater Pollution Prevention_ Plan'(SPPP). Exceedences of benchmark values require the
permittee to increase monitonng,-increase management actions, increase record keeping, and/or
install stormwater Best Management Practices (BMPs) in a tiered program. See below the
descriptions of Tier One and Tier Two.
Table 3. Benchmark Values for Analvtical Monitoring
Discharge Characteristics
Units
Benchmark
Chemical Oxygen Demand
mg/L
120
1,4—Dioxane
mg/L
0.4
Oil and Grease
mg/L
30
pH
standard
6-9
Part 11 Page 6 of 10

Permit No. NCS000389
Tier One
If: The first valid sampling results are above a benchmark value, or outside of the benchmark range, for any
at any outfall:
Then: The permittee shall:
1. Conduct a stormwater management inspection of the facility within two weeks of receiving
sampling results.
2. Identify and evaluate possible causes of the benchmark value exceedence.
3. Identify potential and select the specific: source controls, operational controls, or physical
improvements to reduce concentrations of the parameters of concern, or to bring concentrations
within the benchmark range.
4. Implement the selected actions within two months of the inspection.
5. Record each instance of a Tier One response in the Stormw4 ater.Pollution Prevention Plan. Include
the date and value of the benchmark exceedence, the inspection_date; the personnel conducting the
the selected actions, and the date the selected,actions were
Tier Two
If: During the term of this permit, the first valid sampling results from two consecutive monitoring periods
are above the benchmark values, or outside of the benchmark range, for any specific parameter at a
specific discharge outfall:
Then: The permittee shall:
1. Repeat all the required actions'oiAined.ahove in Tier One.
2. Immediately institute monthly monitoring for all parameters at every outfall where a sampling result
l _t
exceeded the benchmark'Value for two consecutive samples. Monthly (analytical and qualitative)
.-
monitoring shall continue :until three consecutive sample results are below the benchmark values or
within the benchmark range.
3. If no discharge occurs during the sampling period, the permittee is required to submit a monthly
monitoring report indicating "No Flow" to comply with reporting requirements.
4. Maintain a record of the Tier Two response in the Stortnwater Pollution Prevention Plan.
During the term of this permit, if the valid sampling results required for the permit monitoring periods
exceed the benchmark value, or are outside the benchmark range, for any specific parameter at any specific
outfall on four occasions, the permittee shall notify the DWQ Regional Office Supervisor in writing within
30 days of receipt of the fourth analytical results. DWQ may but is not limited to:
• require that the permittee revise, increase, or decrease the monitoring frequency for the remainder
of the permit;
• require the permittee to install structural stormwater controls;
• require the permittee to implement other stormwater control measures; or
• require that the permittee implement site modifications to qualify for the No Exposure Exclusion,
Part Il Page 7 of 10

Permit No. NCS000389
SECTION C: QUALITATIVE MONITORING REQUIREMENTS
Qualitative monitoring requires a visual inspection of each stormwater outfall regardless of
representative outfall status and shall be performed as specified in Table 4, during the analytical
monitoring event. [If analytical monitoring is not required, the permittee still trust conduct semi-
annual qualitative monitoring.] Qualitative monitoring is for the purpose of evaluating the
effectiveness of the Stormwater Pollution Prevention Plan (SPPP) and assessing new sources of
stormwater pollution.
In the event an atypical condition is noted at a stormwater discharge outfall, the permittee shall
document the suspected cause of the condition and any actions taken in response to the
discovery. This documentation will be maintained with the SPPP r
Table 4. Qualitative Monitoring Requirements''
Discharge Characteristics
_
Frequency.t
Monitoring .
Locatidn2
Color
semi-annual,,`
;SDO
Odor
semi -annuals
, `--j SDO
Clan
semi annual
'f^ r SDO
Floating Solids,Serni
annuals
SDO
~
Suspended Solids .-'
•4. .. X
semi-annual
SDO
Foam
semi-annual
SDO
Oil Sheen
semi-annual
SDO
Erosion or deposition at the outfall-
1 semi-annual
SDO
Other obvious indicators
of stormwater pollution
semi-annual
SDO
Footnotes:
1 Measurement Frequency: Twice per year during a representative storm event, for each year until either another
permit is issued for this facility or until this permit is revoked or rescinded. If at the end of this permitting cycle
the permittee has submitted the appropriate paperwork for a renewal permit before the submittal deadline, the
permittee will be considered for a renewal application. The applicant must continue semi-annual monitoring until
the renewed permit is issued. See Table 2 for schedule of monitoring periods through the end of this permitting
cycle.
Z Monitoring Location: Qualitative monitoring shall be performed at each stormwater discharge outfall (SDO)
regardless of representative outfall status.
SECTION D: ON -SITE VEHICLE MAINTENANCE MONITORING REQUIREMENTS
Facilities which have any vehicle maintenance activity occurring on -site which uses more than 55
gallons of new motor oil per month when averaged over the calendar year shall perform
analytical monitoring as specified below in Table 5. This monitoring shall be performed at all
stormwater discharge outfalls which discharge stormwater runoff from vehicle maintenance
Part II Page 8 of 10

Permit No. NCS000389
areas, and in accordance with the schedule presented in Table 2 (Section B). All analytical
monitoring shall be performed during a representative storm event.
Table 5. Analytical M nitoring Requirements for On -Site Vehicle Maintenance
Discharge Characteristics
Units
Measurement
Sample
Sample
Fre uenc 1
Type2
Location3
H
standard
semi-annual
Grab
SDO
TPH
mg/l
semi-annual
Grab
SDO
EPA Method 1664 SGT-HEM
Total Suspended Solids
mg/1
semi-annual
Grab
SDO
Total Rainfa114
inches
semi-annual �
Rain gauge
New Motor Oil Usagegallons/month
1 semi annual '\1
Estimate
-
Footnotes:
Measurement Frequency: Twice per year during a representative.storm event, for each year until either another
permit is issued for this facility or until this permit is revoked`or rescinded. If at the end of this permitting cycle
the permittee has submitted the appropriate paperwork fo'r a renewal permit before the submittal deadline, the
permittee will be considered for a renewal application. The applicant must continue semi-annual monitoring until
the renewed permit is issued. See Table 2 for schedule df monitoring periods through the end of this permitting
cycle.
2 If the stormwater runoff is controlled,by a storiwater detention pond a grab sample of the discharge from the
1
pond shall be collected within the firsOO.minutes of discharge from the pond.
,be collected a each stormwater discharge outfall (SDO) that discharges
where vehicle maintenance activities occur.
"storm event the total precipitation must be recorded. An on -site or local rain
3 Sample Location: Samples sh
stormwater runoff from area(s
4 For each sampled representative
gauge reading must be recorded.
Monitoring results shall be compared to the benchmark values in Table 6. The benchmark
values in Table 6 are not permit limits but should be used as guidelines for the permittee's
Stormwater Pollution Prevention Plan (SPPP). Exceedences of benchmark values require the
permittee to increase monitoring, increase management actions, increase record keeping, and/or
install stormwater Best Management Practices (BMPs), as provided in Part 11 Section B.
Table 6.
Benchmark Values for Vehicle Maintenance Anal tical Monitoring
Discharge Characteristics
: �Unats
- .1-' Benchmark
pH
standard
6-9
TPH
[EPA Method 1664 (SGT-HEM)}
mg/L
15
Total Suspended Solids
mg/L
100
Part 11 Page 9 of 10

Permit No. NCS000389
PART III STANDARD CONDITIONS FOR NPDES STORMWATER INDIVIDUAL PERMITS
SECTION A: COMPLIANCE AND LIABILITY
Compliance Schedule
The permittee shall comply with Limitations and Controls specified for stormwater discharges in
accordance with the following schedule:
Existing Facilities already operating but applying for permit coverage for the first time: The Stormwater
Pollution Prevention Plan shall be developed and implemented within 12 months of the effective date of the
initial permit and updated thereafter on an annual basis. Secondary containment, as specified in Part 11,
Section A, Paragraph 2(b) of this permit, shall be accomplished within,12 months of the effective date of
the initial permit issuance. f -f
New Facilities applying for coverage for the first time and existirig-facilitiespreviously permitted and
applying for renewal under this permit: The Stormwater Pollution Prevention Plan shall be developed and
implemented prior to the beginning of discharges from the operation of the industrial activity and be
updated thereafter on an annual basis. Secondary contamnent, as -specified in Part 11, Section A, Paragraph
2(b) of this permit shall be accomplished prior to;the•beginning•of discharges from the operation of the
industrial activity. ,j'�t
Duty to Comply `
The permittee must comply with afi conditions.of this individual permit. Any permit noncompliance
constitutes a violation of the Clean Water Act and is grounds for enforcement action; for permit
termination, revocation and reissuance,.or modification; or denial of a permit upon renewal application
a. The permittee shall eomply;with standards or prohibitions established under section 307(a) of the
Clean Water Act for toxic pollutants within the time provided in the regulations that establish these
standards or prohibitions, even if the permit has not yet been modified to incorporate the
requirement.
b. The Clean Water Act provides that any person who violates a permit condition is subject to a civil
penalty not to exceed $25,000 per day for each violation. Any person who negligently violates any
permit condition is subject to criminal penalties of $2,500 to 25,000 per day of violation, or
imprisonment for not more than 1 year, or both. Any person who knowingly violates permit
conditions is subject to criminal penalties of $5,000 to $50,000 per day of violation, or
imprisonment for not more than 3 years, or both. Also, any person who violates a permit condition
may be assessed an administrative penalty not to exceed $10,000 per violation with the maximum
amount not to exceed $125,000. [Ref: Section 309 of the Federal Act 33 USC 1319 and 40 CFR
122.4 i (a).]
C. Under state law, a daily civil penalty of not more than ten thousand dollars ($10,000) per violation
may be assessed against any person who violates or fails to act in accordance with the terms,
conditions, or requirements of a permit. [Ref: NC General Statutes 143-215.6A].
d. Any person may be assessed an administrative penalty by the Director for violating section 301,
302, 306, 307, 308, 318 or 405 of the Act, or any permit condition or limitation implementing any
of such sections in a permit issued under section 402 of the Act. Administrative penalties for Class
I violations are not to exceed $10,000 per violation, with the maximum amount of any Class I
penalty assessed not to exceed $25,000. Penalties for Class 11 violations are not to exceed
Part III Page 1 of 8

Permit No. NCS000389
$10,000 per day for each day during which the violation continues, with the maximum amount of
any Class 11 penalty not to exceed $125,000.
3. Duty to Mitigate
The permittee shall take all reasonable steps to minimize or prevent any discharge in violation of this
individual permit which has a reasonable likelihood of adversely affecting human health or the environment.
4. Civil and Criminal Liability
Except as provided in Part 1I1, Section C of this permit regarding bypassing of stormwater control facilities,
nothing in this individual permit shall be construed to relieve the permittee from any responsibilities,
liabilities, or penalties for noncompliance pursuant to NCGS 143-215.3, 143-215.6A, 143-215.613, 143-
215.6C or Section 309 of the Federal Act, 33 USC 1319. Furthermore, the permittee is responsible for
consequential damages, such as fish kills, even though the responsibility for effective compliance may be
temporarily suspended.
5. Oil and Hazardous Substance Liability : s~
Nothing in this individual permit shall be construed .to -preclude the institution of any legal action or relieve
the permittee from any responsibilities, liabilitiesj,or penalties to which the permittee is or may be subject to
under NCGS 143-215.75 et seq. or Section 311 of the'Federal Act, 33 USC 1321.
6. Property_ Rights
The issuance of this individual- permit does nbt convey any property rights in either real or personal
property, or any exclusive privileges, nor dbes•it authorize any injury to private property or any invasion of
personal rights, nor any infring enrof Federal, State or local laws or regulations.
7. Severability
The provisions of this individual permit are severable, and if any provision of this individual permit, or the
application of any provision of this individual permit to any circumstances, is held invalid, the application
of such provision to other circumstances, and the remainder of this individual permit, shall not be affected
thereby.
8. Duty to Provide information
The permittee shall furnish to the Director, within a reasonable time, any information which the Director
may request to determine whether cause exists for modifying, revoking and reissuing, or terminating the
permit issued pursuant to this individual permit or to determine compliance with this individual permit. The
permittee shall also furnish to the Director upon request, copies of records required to be kept by this
individual permit.
Penalties for Tampering
The Clean Water Act provides that any person who falsifies, tampers with, or knowingly renders inaccurate,
any monitoring device or method required to be maintained under this individual permit shall, upon
conviction, be punished by a fine of not more than $10,000 per violation, or by imprisonment for not more
than two years per violation, or by both. If a conviction of a person is for a violation committed after a first
conviction of such person under this paragraph, punishment is a fine of not more that $20,000 per day of
violation, or by imprisonment of not more than 4 years, or both.
Part III Page 2 of 8

Permit No. NCS000389
10. Penalties for Falsification of Reports
The Clean Water Act provides that any person who knowingly makes any false statement, representation, or
certification in any record or other document submitted or required to be maintained under this individual
permit, including monitoring reports or reports of compliance or noncompliance shall, upon conviction, be
punished by a fine of not more than $10,000 per violation, or by imprisonment for not more than two years
per violation, or by both.
SECTION B: GENERAL CONDITIONS
k . Individual Permit Expiration
The permittee is not authorized to discharge after the expiration date.; In order to receive automatic
authorization to discharge beyond the expiration date, the permiYtee;'shall submit forms and fees as are
required by the agency authorized to issue permits no later'than •180'days prior to the expiration date. Any
permittee that has not requested renewal at least 180 days prior to expiation, or any permittee that does not
have a permit after the expiration and has not requested -renewal at least-180 days prior to expiration, will be
subjected to enforcement procedures as provided in NCGS- 143-2153.6 and 33 USC 1251 et. seq.
2, Transfers
,R
This permit is not transferable to any
y person:excepf'after.notice to and approval by the Director. The
Director may require modification or revocation -and reissuance of the permit to change the name and
incorporate such other requirements as;may, be necessary under the Clean Water Act. The Perm ittee is
required to notify the Division in writing ih,.the event the permitted facility is sold or closed.
3. Signatory Requirements ,
All applications, reports, 6i;informati6n submitted to the Director shall be signed and certified.
f
a. All applications to-be'covered under this individual permit shall be signed as follows:
(1) In the case of a corporation: by a principal executive officer of at least the level of vice-
president, or his duly authorized representative, if such representative is responsible for
the overall operation of the facility from which the discharge described in the permit
application form originates;
(2) In the case of a partnership or limited partnership: by a general partner;
(3) In the case of a sole proprietorship: by the proprietor;
(4) In the case of a municipal, state, or other public entity: by a principal executive officer,
ranking elected official, or other duly authorized employee.
b. All reports required by the individual permit and other information requested by the Director shall
be signed by a person described above or by a duly authorized representative of that person. A
person is a duly authorized representative only if:
(1) The authorization is made in writing by a person described above;
(2) The authorization specified either an individual or a position having responsibility for the
overall operation of the regulated facility or activity, such as the position of plant
manager, operator of a well or well field, superintendent, a position of equivalent
Part III Page 3 of 8

Permit No. NCS000389
responsibility, or an individual or position having overall responsibility for environmental
matters for the company. (A duly authorized representative may thus be either a named
individual or any individual occupying a named position.); and
(3) The written authorization is submitted to the Director.
C. Any person signing a document under paragraphs a. or b. of this section shall make the following
certification:
"I certify, under penalty of law, that this document and all attachments were prepared under my
direction or supervision in accordance with a system designed to assure that qualified personnel
properly gather and evaluate the information submitted. Based on my inquiry of the person or
persons who manage the system, or those persons directly responsible for gathering the
information, the information submitted is, to the best of my knowledge and belief, true, accurate,
and complete. I am aware that there are significant penalties for submitting false information,
including the possibility of fines and imprisonment fbr knowing violations."
4. Individual Permit Modification, Revocation and Reissuar ce or Termination
The issuance of this individual permit does not prohibii.the Director from reopening and modifying the
individual permit, revoking and reissuing the individual permit; or terminating the individual permit as
allowed by the laws, rules, and regulations contained in Title 40, Code of Federal Regulations, Parts 122
and 123; Title 15A of the North Carolina Administrative Code, Subchapter 2H .0100; and North Carolina
General Statute 143-215.1 et al.
5. Permit Actions`- • t` :_ r
The permit maybe modifzed,;revoked-and'reissued, or terminated for cause. The notification of planned
changes or anticipated noncompliance does not stay any individual permit condition.
SECTION C: OPERATION AND -MAINTENANCE OF POLLUTION CONTROLS
Proper Operation and Maintenance
The permittee shall at all times properly operate and maintain all facilities and systems of treatment and
control (and related appurtenances) which are installed or used by the permittee to achieve compliance with
the conditions of this individual permit. Proper operation and maintenance also includes adequate
laboratory controls and appropriate quality assurance procedures. This provision requires the operation of
back-up or auxiliary facilities or similar systems which are installed by a permittee only when the operation
is necessary to achieve compliance with the conditions of this individual permit.
Need to Halt or Reduce Not a Defense
It shall not be a defense for a permittee in an enforcement action that it would have been necessary to halt or
reduce the permitted activity in order to maintain compliance with the condition of this individual permit.
Bwassin.i� of Stormwater Control Facilities
Bypass is prohibited and the Director may take enforcement action against a permittee for bypass unless:
a. Bypass was unavoidable to prevent loss of life, personal injury or severe property damage; and
Part III Page 4 of 8

Permit No. NCS000389
b. There were no feasible alternatives to the bypass, such as the use of auxiliary control facilities,
retention of stormwater or maintenance during normal periods of equipment downtime or dry
weather. This condition is not satisfied if adequate backup controls should have been installed in
the exercise of reasonable engineering judgment to prevent a bypass which occurred during normal
periods of equipment downtime or preventive maintenance; and
C. The permittee submitted notices as required under, Part III, Section E of this permit.
If the Director determines that it will meet the three conditions listed above, the Director may approve an
anticipated bypass after considering its adverse effects.
SECTION D: MONITORING AND RECORDS
Representative Sampling
Samples collected and measurements taken, as required herein; shall be -characteristic of the volume and
nature of the permitted discharge. Analytical sampling -shall ;be performed during a representative storm
event. Samples shall be taken on a day and time that is characteristic of the discharge. All samples shall be
taken before the discharge joins or is diluted by any other waste stream, body of water, or substance.
Monitoring points as specified in this permit shall, fi6t be changed without notification to and approval of
the Director.
Recording Results
h �'a
For each measurement, sample; inspection or maintenance activity performed or collected pursuant to the
requirements of this individual permit.the permittee shall record the following information:
/ e
a. The date, exact place, and tirj8-6'f sampling, measurements, inspection or maintenance activity;
f1 j
b. The individual(s)'who performed the sampling, measurements, inspection or maintenance activity;
C. The date(s) analyses were performed;
d. The individual(s) who performed the analyses;
e. The analytical techniques or methods used; and
f. The results of such analyses.
Flow Measurements
Where required, appropriate flow measurement devices and methods consistent with accepted scientific
practices shall be selected and used to ensure the accuracy and reliability of measurements of the volume of
monitored discharges.
Test Procedures
Test procedures for the analysis of pollutants shall conform to the EMC regulations published pursuant to
NCGS 143-215.63 et. seq, the Water and Air Quality Reporting Acts, and to regulations published pursuant
to Section 304(g), 33 USC 1314, of the Federal Water Pollution Control Act, as Amended, and Regulation
40 CFR 136,
Part III Page 5 of 8

Permit No. NCS000389
To meet the intent of the monitoring required by this individual permit, all test procedures must produce
minimum detection and reporting levels and all data generated must be reported down to the minimum
detection or lower reporting level of the procedure.
Representative Outfall
If a facility has multiple discharge locations with substantially identical stormwater discharges that are
required to be sampled, the permittee may petition the Director for representative outfall status. If it is
established that the stormwater discharges are substantially identical and the permittee is granted
representative outfall status, then sampling requirements may be performed at a reduced number of outfalls.
6. Records Retention
Visual monitoring shall be documented and records maintained at the.facility along with the Stormwater
Pollution Prevention Plan. Copies of analytical monitoring results shall also be maintained on -site. The
permittee shall retain records of all monitoring information, including all calibration and maintenance
records and all original strip chart recordings for continuous monitoring•insttmentation, and copies of all
reports required by this individual permit for a period of at least 5 years from the date of the sample,
measurement, report or application. This period may be e t nded by request of the Director at any time.
Inspection and En
The permittee shall allow the Director, or an authorized representative (including an authorized contractor
acting as a representative of the Director), pr in the case -"of a facility which discharges through a municipal
separate storm sewer system, ai_ authorized representative of a municipal operator or the separate storm
sewer system receiving the discharge, upon the. presentation of credentials and other documents as may be
required by law, to; �.'.._ {
_N/
a. Enter upon the permittee's prehi es where a regulated facility or activity is located or conducted,
or where recordsirtust be kept under the conditions of this individual permit;
b. Have access to aid -copy, at reasonable times, any records that must be kept under the conditions of
this individual permit;
Inspect at reasonable times any facilities, equipment (including monitoring and control equipment),
practices, or operations regulated or required under this individual permit; and
d. Sample or monitor at reasonable tunes, for the purposes of assuring individual permit compliance
or as otherwise authorized by the Clean Water Act, any substances or parameters at any location.
SECTION E: REPORTING REQUIREMENTS
Discharge Monitoring Reports
Samples analyzed in accordance with the terms of this permit shall be submitted to the Division on
Discharge Monitoring Report forms provided by the Director. Submittals shall be delivered to the Division
no later than 30 days from the date the facility receives the sampling results from the laboratory.
The permittee shall submit an Annual Summary Data Monitoring Report to the appropriate DWQ Regional
Office in February of each year. The submittal shall be on forms supplied by the Division.
Part III Page 6 of 8

Permit No. NCS000389
When no discharge has occurred from the facility during the report period, the permittee is required to
submit a discharge monitoring report, within 30 days of the end of the sic -month sampling period, giving all
required information and indicating "NO FLOW" as per NCAC T15A 02B .0506.
The permittee shall record the required qualitative monitoring observations on the SDO Qualitative
Monitoring Report form provided by the Division, and shall retain the completed forms on site. Visual
monitoring results should not be submitted to the Division, except upon DWQ's specific requirement to do
SO.
Submitting Reports
Two signed copies of Discharge Monitoring Reports (DMRs) shall be submitted to:
Central Files
Division of Water Quality - s -
1617 Mail Service Center t.. *,
Raleigh, North Carolina.27699-1617... --;'
In addition, a separate signed Annual Summary DMR copy shall be submitted to the local DWQ Regional
Office (RO) by March 1 of each year.
Addresses for each RO and the counties covered by.each RO can be found here:
http://www.enr.state.ne.us/html/reeionaloffices.,htmi.rThe permittee shall retain the completed originals
on site. Visual monitoring results should not be,submitted to the Regional Offices or Central Files unless
i r V f'
specifically requested by DWQ.\
Availability of Reports
J `t f
Except for data determined to be confidential under NCGS 143-215.3(a)(2) or Section 308 of the Federal
Act, 33 USC 1318, all reports prepared in accordance with the terms shall be available for public inspection
at the offices of the Division of Water Quality. As required by the Act, analytical data shall not be
considered confidential. Knowingly malting any false statement on any such report may result in the
imposition of criminal penalties as provided for in NCGS 143-215.613 or in Section 309 of the Federal Act.
4. Non-Stormwater Discharges
If the storm event monitored in accordance with this Individual Permit coincides with a non-stormwater
discharge, the permittee shall separately monitor all parameters as required under the non-stormwater
discharge permit and provide this information with the stormwater discharge monitoring report.
Planned Change
The permittee shall give notice to the Director as soon as possible of any planned changes at the permitted
facility which could significantly alter the nature or quantity of pollutants discharged. This notification
requirement includes pollutants which are not specifically listed in the Individual Permit or subject to
notification requirements under 40 CFR Part 122.42 (a).
6. Anticipated Noncompliance
The permittee shall give notice to the Director as soon as possible of any planned changes at the permitted
facility which may result in noncompliance with the Individual Permit requirements.
Part III Page 7 of 8

Permit No. NCS000389
7. Spills
The permittee shall report to the local DWQ Regional Office, within 24 hours, all significant spills as
defined in Part VI of this permit. Additionally, the permittee shall report spills including: any oil spill of 25
gallons or more, any spill regardless of amount that causes a sheen on surface waters, any oil spill
regardless of amount occurring within 100 feet of surface waters, and any oil spill less than 25 gallons that
cannot be cleaned up within 24 hours.
Bypass
a. Anticipated bypass. If the permittee knows in advance of the need for a bypass, it shall submit
prior notice, if possible at least ten days before the date of the bypass; including an evaluation of
the anticipated quality and affect of the bypass.
b. Unanticipated bypass. The permittee shall submit notice within 24 hours of becoming aware of an
unanticipated bypass.
9. Twenty-four Hour Reporting �' r
The permittee shall report to the central office or the appropriate regional office any noncompliance which
may endanger health or the environment. Any information shall be provided orally within 24 hours from
the time the permittee became aware of the circumstance`s:,A written submission shall also be provided
within 5 days of the time the permittee becomes aware of the. circumstances.
The written submission shall contain a descriptionofthe noncompliance, and its causes; the period of
noncompliance, including exact;dates and times; and''if the noncompliance has not been corrected, the
anticipated time compliance is expected`fo continue; and steps taken or planned to reduce, eliminate, and
prevent reoccurrence of the noncompliance�,:r'
f `1
The Director may waive thewritten report on a case -by -case basis if the oral report has been received
within 24 hours.
s 3.
10, Other Noncompliance �-
The permittee shall report all instances of noncompliance not reported under 24 hour reporting at the time
monitoring reports are submitted.
11. Other Information
Where the permittee becomes aware that it failed to submit any relevant facts in a Notice of Intent to be
covered under this Individual Permit or in any report to the Director, it shall promptly submit such facts or
information.
Part III Page 8 of 8

NCS000389
PART IV LIMITATIONS RIEOPENER
This individual permit shall be modified or alternatively, revoked and reissued, to comply with any applicable
effluent guideline or water quality standard issued or approved under Sections 302(b) (2) (c), and (d), 304(b) (2) and
307(a) of the Clean Water Act, if the effluent guideline or water quality standard so issued or approved:
a. Contains different conditions or is otherwise more stringent than any effluent limitation in the individual
permit; or
b. Controls any pollutant not limited in the individual permit.
The individual permit as modified or reissued under this paragraph shall.klso contain any other requirements in the
Act then applicable.
PART V ADMINISTERING AND COMPL-'I_ANCE MONITORING FEE
REQUIREMENTS.
The permittee must pay the administering and compliance monitoring fee within 30 (thirty) days after being billed by
the Division. Failure to pay the fee in.timely mariner in accordance with 15A NCAC 2H .0105(b)(4) may cause this
Division to initiate action to revoke the Individual Permit.
,.i PARZY1 DEFINITIONS
1, Act
See Clean Water Act.
2. Allowable Non-Stormwater Discharges
This permit regulates stormwater discharges. Non-stormwater discharges which shall be allowed in the
stormwater conveyance system are:
(a) All other discharges that are authorized by a non-stormwater NPDES permit.
(b) Uncontaminated groundwater, foundation drains, air -conditioner condensate without added
chemicals, springs, discharges of uncontaminated potable water, waterline and fire hydrant
flushings, water from footing drains, flows from riparian habitats and wetlands.
(c) Discharges resulting from fire -fighting or fire -fighting training.
3. Best Management Practices (BMPs)
Measures or practices used to reduce the amount of pollution entering surface waters. BMPs may take the
form of a process, activity, or physical structure. More information on BMPs can be found at:
http://cfpub.epa.gov/npdes/stormwater/menuofbmps/index.cfin.
Bygass
A bypass is the known diversion of stormwater from any portion of a stornwater control facility including
the collection system, which is not a designed or established operating [node for the facility.
Bulk Storage of Li uid Products
Liquid raw materials, manufactured products, waste materials or by-products with a single above ground
storage container having a capacity of greater than 660 gallons or with multiple above ground storage
containers located in close proximity to each other having a total combined storage capacity of greater than
1,320 gallons.
Parts IV, V and VI Page 1 of 4

Permit No. NCS000389
6. Certificate of Coverage
The Certificate of Coverage (COC) is the cover sheet which accompanies the Individual Permit upon
issuance and lists the facility name, location, receiving stream, river basin, effective date of coverage under
the permit and is signed by the Director.
Clean Water Act
The Federal Water Pollution Control Act, also known as the Clean Water Act (CWA), as amended, 33 USC
1251, et. seq.
Division or DWO
The Division of Water Quality, Department of Environment and Natural Resources.
9. Director
The Director of the Division of Water Quality, the permit issuing authority:
t \
10. EMC %r
The North Carolina Environmental Management Commissions
11. Grab Sample'
fj
An individual sample collected instantaneously. Grab samples that will be analyzed (quantitatively or
qualitatively) must be taken within the first30 miriutcs of discharge.
12. Hazardous Substance
Any substance designated under,40 CFR Part 116 pursuant to Section 311 of the Clean Water Act,
13. Landfill
A disposal facility or part'of a disposal facility where waste is placed in or on land and which is not a land
treatment facility, a surface,impottndment, an injection well, a hazardous waste long-term storage facility or
a surface storage facility.
14. Municipal Separate Storm Sewer S stem
A stormwater collection system within an incorporated area of local self-government such as a city or town.
15. No Exposure
A condition of no exposure means that all industrial materials and activities are protected by a storm
resistant shelter or acceptable storage containers to prevent exposure to rain, snow, snowmelt, or runoff.
Industrial materials or activities include, but are not limited to, material handling equipment or activities,
industrial machinery, raw materials, intermediate products, by-products, final products, or waste products.
DWQ may grant a No Exposure Exclusion from NPDES Stormwater Permitting requirements only if a
facility complies with the terms and conditions described in 40 CFR § 122.26(g)
16. Notice of Intent
The state application form which, when submitted to the Division, officially indicates the facility's notice of
intent to seek coverage under an Individual Permit.
17. Permtttee
The owner or operator issued a certificate of coverage pursuant to this Individual Permit.
Part VI Page 2 of 4 Pages

Permit No. NCS000389
18, Point Source Discharge of Stormwater
Any discernible, confined and discrete conveyance including, but not specifically limited to, any pipe, ditch,
channel, tunnel, conduit, well, or discrete fissure from which stormwater is or may be discharged to waters
of the state.
19. Representative Storm Event
A storm event that measures greater than 0.1 inches of rainfall. The time between this storm event and the previous
storm event measuring greater than 0.1 inches must be at least 72 hours. A single storm event may have a period of
no precipitation of up to 10 hours. For example, if it rains but stops before producing any collectable discharge, a
sample may be collected if the next rain producing a discharge begins within 10 hours.
20. Representative Outfall Status
When it is established that the discharge of stormwater runoff from a single outfall is representative of the
discharges at multiple outfalls, the DWQ may grant representative outfall status. Representative outfall
status allows the permittee to perform analytical monitoring at a`ieduced number of outfalls.
21. Secondary Containment
Spill containment for the contents of the single largest tank within the aoritainment structure plus sufficient
freeboard to allow for the 25-year, 24-hour storm event/^,
22. Section 313 Water Priori!y Chemical Y- �
A chemical or chemical category which:f
a. Is listed in 40 CFR 372.65 pursuanfto Section 313 of Title III of the Superfund Amendments and
Reauthorization Act (SARA) of 1986, also titled the Emergency Planning and Community Right-
^, ., ' r R
to -Know Act of 1986; 1\
1-1
b. Is present at or above threshold,levels,at a facility subject to SARA title 111, Section 313 reporting
requirements; and .r
C. Meets at least one of the following criteria:
(1) Is listed iin appendix Drof 40 CFR part 122 on Table II (organic priority pollutants), Table
III (certain metals,•cyanides, and phenols) or Table IV (certain toxic pollutants and
hazard'ous�substa'nces);
(2) Is listedas•a-hazardous substance pursuant to section 311(b)(2)(A) of the CWA at 40
CFR 116.4; or
(3) Is a pollutant for which EPA has published acute or chronic water quality criteria.
23. Severe Property Damaue
Means substantial physical damage to property, damage to the control facilities which causes them to
become inoperable, or substantial and permanent loss of natural resources which can reasonably be
expected to occur in the absence of a bypass. Severe property damage does not mean economic loss caused
by delays in production.
24. Significant Materials
Includes, but is not limited to: raw materials; fuels; materials such as solvents, detergents, and plastic
pellets; finished materials such as metallic products; raw materials used in food processing or production;
hazardous substances designated under section 10l(14) of CERCLA; any chemical the facility is required to
report pursuant to section 313 of Title III of SARA; fertilizers; pesticides; and waste products such as ashes,
slag and sludge that have the potential to be released with stormwater discharges.
25. Siggificant Spills
Includes, but is not limited to. releases of oil or hazardous substances in excess of reportable quantities
under section 311 of the Clean Water Act (Ref: 40 CFR 110.10 and CFR 117.21) or section 102 of
CERCLA (Ref: 40 CFR 302.4).
Part VI Page 3 of 4 Pages

Permit No. NCS000389
26. Stormwater Discharge Outfall (SDO)
The point of departure of stormwater from a discernible, confined, or discrete conveyance, including but not
limited to, storm sewer pipes, drainage ditches, channels, spillways, or channelized collection areas, from
which stormwater flows directly or indirectly into waters of the State of North Carolina.
27. Stormwater Runoff
The flow of water which results from precipitation and which occurs immediately following rainfall or as a
result of snowmelt.
28. Stormwater Associated with Industrial Activi
The discharge from any point source which is used for collecting and conveying stormwater and which is
directly related to manufacturing, processing or raw material storage areas at an industrial site. Facilities
considered to be engaged in "industrial activities" include those activities defined in 40 CFR 122.26(b)(14).
The term does not include discharges from facilities or activities excluded from the NPDES program.
29. Stormwater Pollution Prevention Plan :`, ;f
A comprehensive site -specific plan which details measures and practices- to reduce stormwater pollution and
is based on an evaluation of the pollution potential of the site.
30. Total Maximum Daily Load (TMDL)
TMDLs are written plans for attaining and maintaining water quality standards, in all seasons, for a specific
water body and pollutant. (A list of approved TMDLs for the state of North Carolina can be found at
http://h2o.enr.state.nc.us/tmdU)
31. Toxic Pollutant
Any pollutant listed as toxic under_Section 307(a)(I) of the Clean Water Act.
32. Vehicle Maintenance Activity
Vehicle rehabilitation, mechanical rse'airs, painting, fueling, lubrication, vehicle cleaning operations, or
airport deicing operations.--.--J�
33. Visible Sedimentation
Solid particulate matter, both mineral and organic, that has been or is being transported by water, air,
gravity, or ice from its site of origin which can be seen with the unaided eye.
34. 25-year, 24 hour storm event
The maximum 24-hour precipitation event expected to be equaled or exceeded, on the average, once in 25
years.
Part VI Page 4 of 4 Pages

Z-
V%-oI.
/ W
I DRAINAGE AREA 7 �J L—_J
00 0 0© i� APPR❑k 60 ACRES
4-0
000 ° 000 �"— x 32% IMPERVIOUS
ECHO AV
® �o DRA
� f SHED APF
,Ik 4%
/GI} I WASTE TREATMENT
AG ARE 1
YYE
AP R X. 9.3 R S
/. ? RVI❑ 13 ® Q � OVERFLOW
I E QNL e
000
0 ❑ In 000�
4 �3 TRAN`
OUTFACE O OpY �+ DIESE
\ cm, FIRE
OUTFALL 17 p6 Ft
�e U6 Of
O GUTFALL
DRAINAGE AREA 15
APPROX. 1.5 ACRES
PLANT 41% IMPERVIOUS
❑UTEALL
� RlV frR
AFAR
CAPS
DAK
RESNS
J.C. EUJPREE
Drawing tk

eti61 ; A.-) VA)
3 f,.2 10 P,
February 29, 2008
Mr. Bradley Bennett
Environmental Program Supervisor
Stormwater Permitting Unit
Division of Water Quality
North Carolina Depart of Environment and Natural Resources
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
Subject: Renewal Application for Stormwater Discharge Permit
Permit No. NCS000389
DAK Americas LLC
Cedar Creek Site
3216 Cedar. Creek Road (P.O. Box 1690)
Fayetteville, Cumberland County, North Carolina 28301 (28302)
Dear Mr. Bennett:
This application is to request that stormwater discharge permit NCS000389 which
expires August 31, 2008 be renewed. As a part of this submittal, US EPA Forms 1 and
2F are attached. This permit covers Outfall 003. Other outfalls, described in Table 1, are
covered in the site's NPDES permit NC0003719.
DAK Americas LLC (DAK) operates an industrial manufacturing facility in
Fayetteville, North Carolina in Cumberland County. It is located south of Highway 53
(Cedar Creek Road) and approximately two miles east of Interstate 95. The site is
located in the Cedar Creek Industrial Complex. The complex also houses DuPont Teijin
Films; Wellman, Inc. (no longer in operation); and the DAK Service Complex (a utilities
facility purchased from Monsanto in January 2004).
On May 3, 2006, DAK submitted a renewal application for its NPDES permit No.
NC0003719. In the permit application, DAK requested that NC DENR add Outfall 003
to the new NPDES permit and, if added to the new permit, the to revoke NCS000389.
DAK would still. -like for NC DENR to combine the two permits. This would consolidate
all stormwater dutfalls and process wastewater outfalls into one permit. However, since
the renewal application for Permit No. NCO003719 is still pending, I am submitting the
renewal application for Permit No. NCS0000389.
Sincerely,
CL-e
Craig Leite
Cedar Creek Site Manager

Fof it
U.S. Environmental Protection Agency
EPA I.D. Numb& '
1
EPA General Information
General
Consolidated Permits Program
NCD4885fi3242
Read the 'General Instructions" before Startin
Lapel Items`
"' '
General Instructions
If a preprinted label has been provided, affix it in the designated
" .
NUlilb@
. EPAII. r
- , • .
'NCD088563242 `
,;
" ' \ "
space. Review the information carefully; if any of it is incorrect,
cross through it and enter the correct data in the appropriate fill -
II: Fcitijlit Name.
DAK•Americas LLC
in area below. Also, if any of the preprinted data is absent (the
the left the label lists the information
V: FaCllly
Cedai Creek- Site ':
area to of space that
3216�Cedar. C_ reek Road
Fayeville, NG 2831
tte
should appear),Mailing please provide it in the proper fiti-in area(s)
below. If the label is complete and correct, you need not
complete mplete Items, I, Il, V, and VI (except Vl-B which must be
'
..
completed regardless)_ Complete all items if no label has been
VI. Facility LoCatiOfl.
provided. Refer to the instructions for detailed item descriptions
and for the legal authorizations under which this data is
collected (http:/A%ww.epa.gov/npdes/pubsiform_l.pdg-
11. Pollutant Characteristics
Instructions: Complete A through J to determine whether you need to submit any permit application forms to the EPA. If you
answer "yes" to any questions, you must submit this form and the supplemental form listed in the parenthesis following the
question. Mark "X" in the box in the third column if the supplemental form is attached. If you answer "no" to each question,
you need not submit any of these forms. You may answer "no" if your activity is excluded from permit requirements; see
Section C of the instructions. See also, Section D of the instructions for definitions of bold-faced terms.
Specific Questions
Mark'X'
Specific Questions
Mark'x'
Yes
No
Form
Yes
No
Form
Attached
Attached
A. Is this facility a publicly owned treatment
B. Does or will this facility (either existing or
works which results in a discharge to waters
proposed) include a concentrated animal
of the U.S_? (Form 2A)
❑
g -
❑
feeding operation or aquatic animal
❑
®
❑
production facility which results in a
discharge to waters of the U.S.? Form 213)
C. Is this a facility which currently results in
D. Is this a proposed facility (other than those
discharges to waters of the U.S. other than
®
❑
0
descrittet, n A or B above) which wilt resutt in a
❑
�
❑
those described in A or B above? Form 2C
discharge to waters of the U.S.? (Form 2D)
E_ Does or will this facility treat, store, or
F, Do y-u -)r will you inject at this facility
dispose of hazardous wastes? (Form 3)
industrial or municipal effluent below the
❑
®
❑
lowermost stratum containing, within one
❑
®
❑
quarter mile of the well bore, underground
sources of drinking water? Form 4
G. Do you or will you inject at this facility any
H. Do yo, P or will you inject at this facility fluids
produced water or other fluids which are
for special processes such as mining of sulfur
brought to the surface in connection with
by the Frasch-process, solution mining of
conventional oil or natural gas production, inject
❑
®
Cl
minerals, in situ combustion of fossil fuel, or
❑
®
❑
fluids used for enhanced recovery of oil or
recovery of geothermal energy? (Form 4)
natural gas, or inject fluids for storage of liquid
hydrocarbons? Form 4
I. Is this facility a proposed stationary source
J. Is this facility a proposed stationary source
which is one of the 28 industrial categories
which is NOT one of the 28 industrial
listed in the instructions and which will
categories listed in the instructions and which
potentially emit 100 tons per year of any air
❑
®
❑
will potentially emit 250 tons per year of any air
❑
®
❑
pollutant regulated under the Clean Air Act and
pollutant regulated under the Clean Air Act and
may affect or be located in an attainment
may effect or be located in an attainment
area? Form 5
area? Form 5
Ill. Name of Facility
DAK Americas LLC Cedar Creek Site
_
IV. Facility Contact
A. Name &Title last first & title
B. Phone area code & no.
AnthonyHudson Safety, Health, and Environment Manager (910 433-8338
V. Facility Mailing Address
_
A. Street or P.O_ Box
3216 Cedar Creek Road
B. City or Town C. State D. Zip Code
Fayetteville, NC 28312
VI. Facility Location
A. Street, Route No. or Other Specific identifier
3216 Cedar Creek Road
B, County Name
Cumberland
C. City or Town D. State
E. Zip Code
F. County Code
Fayetteville NC
28312-8205
51
EPA Form 3510-1 (Rev. 10-80)

Continued From The Front
VII. SIC Codes (4-digit, in order of priority)
A. First
B. Second
2i82if-7 Plastics Materials, Synthethic Resins, and
Nonvulcanizable Flastomers
C. Third
D. Fourth
VIII. Operator Information
A. Name
B. Is the name listed
in Item VIII-A also
DAK Americas LLC
the owner?
M Yes ❑ No
C. Status of Operator Enter the Aepropriate totter into the answer box; if Other", s eci
D. Phone area code & no.
F = Federal M = Public (other than federal or state)
S = State O _ (specify)
P
(specify)
[phone]
P = Private
^� E. Street or P.O. Box
3216 Cedar Creek Road
F. City or Town
G. State
H. Zip Code
IX. Indian Land
Fayetteville
NC
28312
Is the facility located on Indian lands?
❑ Yes ® No
X. Existing Environmental Permits
A. NPDES (Discharges to Surface Water
D. PSD (Air Emissions from Proposed_ Sources
NCO003719
NIA
B. UIC (Undenground;injection of Fluids)
E. Other (specify)
s eci
NIA
0431ST18
Air Quali Title V
C. RCRA (Hazardous Wastes)
E. Other (specify)
s eci
NIA,
NCS000389
Stormwater Dischar e
040SI R30
Synthetic Minor Air Permit
Permit to Discharge Wastewater cinder
2116RF
the Public Works Commission's
Industrial pretreatment Program
(application pending_
Xl. Ma
Attach to this application a topographic map of the area extending to at least one mile beyond property boundaries. The map must show
the outline of the facility, the location of each of its existing and proposed intake and discharge structures, each of its hazardous waste
treatment, storage, or disposal facilities; and each well where it injects fluids underground. Include all springs, rivers and other surface
water bodies in the map area. See instructions for precise requirements.
XI I. Nature of Business (provide a brief description)
DAK Americas LLC.Cedar Creels Site in Fayetteville, Cumberland County, North Carolina is located south of Highway 53 (Cedar
Creek Road) and approximately two miles east of Interstate 95. The site is located in the Cedar Creek Industrial Complex. The complex
also houses Dupont Teijin Films; Wellman, Inc (no longer in operation); and the DAK Service Complex (a utilities facility purchased from
Monsanto in January 2004).
DAK is principally engaged in the manufacture of polyester chips, which will be used to produce various plastic items for industrial
and/or consumer use. The polyester chips at this facility are manufactured in a continuous process with utilizes two primary process
systems.
The manufacturing operations occur in the southwest portion of the property in the continuous polymerization (CP) and the solid state
polymerization (SSP) plant. Railroad tracks are located on the southeastern portion of the property for loading of product and unloading
of raw materials.
The Service Complex is located east of the Dupont Teijin fii:._ property and supplies utilities for both the DAK Resins Plant and the
Dupont Teijin Film plant. Utilities include steam, cooling water, chilled water, demineralized water, and wastewater treatment.
XIII. Certification (see instructions)
I certify under penalty of law that I have personally examined and am familiar with the information submitted in this
application and all attachments and that, based on my inquiry of those persons immediately responsible for obtaining the
information contained in the application, I believe that the information is true, accurate and complete. I am aware that there
are significant penalties for submtteen false infommation, including the possibility of fine and imprisonment
Name & Official Title (type or print)
Craig Leite
8 Si tare
C. Date Signed
2. j0
Cedar Creek Site Manager
,3/ 1
EPA Form 3510-1 (Rev. 10-80) Reverse

j I
EPA 1p Number (copy iron Item t of Fort f) Form Approved. OMB No. 2040.0086
Please pint or tvoe in the unshaded areas only. I Aooroval exoires 5-31-92
FORM
ZF
NPDES
U.S. Environmental ProteclionAgency
;EPA Application for PeWashington, DC 20460
Permit to Discharge Storm Water
Discharges Associated with Industrial Activity
Paperwork Reduction Act Notice
Public reporting burden for this application is estimated to average 213 6 hours per application, including time for reviewing instructions, searching existing data sources,
gathering and maintaining the data needed, and completing and reviewing the collection of information. Send comments regarding the burden estimate, any other esped
of this collection of information, or suggestions for improving this form, inducting suggestions which may increase or reduce this burden tn, Chief, Information Policy
Branch, PM-223, U.S. €nvironmerrtal Protection Agency, 1200 Pennsylvania Avenue, NW, Washington, DC 20460, or Director, Office Cf Information and Regulatory
Affairs. Office of Management and Budget, Washington, OC 20503.
I, Qutfali Location
For each outfall, list the latitude and longitude of its location to the nearest 15 seconds and the name of the receiving water.
A. Outfall Number
{list)
B. Latitude
C. Longitude
D. Receiving Water
(name)
3
34.00
59. 00
0.00
7B.ao
47.00
30-00
Cape Fear River
H. Improvements
A. Are you now required by any Federal, State. or local authority to meet any implementation schedule for the construction, upgrading or operation of wastewater
treatment equipment or practices or any other environmental programs which may affect the discharges described in this applicaticn? This indudes, but is not limited
to, permit conditions, administrative or enforcement orders, enforrxment compliance schedule letters. stipulations, coup orders, and grant or four conditions_
2. Affected Ot alls 4, Final
1. Identification of Conditions, Compliance Date
Agreements, Etc. number source of discharge 3. Brief Description of Project a. req, b, proj-
N/A
B: You may attach additional sheets describing any additional water pollution (or other environmental projects which may affect your discharges) you now have under
way of which you plan. Indicate whether each program is now under way or planned, and indicate your actual or planned schedules for construction.
III. Site Drainage Map
Attach a site map showing topography (or indicating the outline of drainage ,:eas served by the outfalfs(s) covered in the application it a topographic map is unavailable)
depiding the facility including: each of its intake and discharge structures; the drainage area of each storm water outfall: paved areas and buildings within the drainage
area of each storm water outfall, each known past or present areas used for outdoor storage of disposal of significant materials, each existing structural control measure
to reduce pollutants in storm water runoff, materials loading and access areas, areas where pesticides, herbicides, soil conditioners and fertilizers are applied; each of
its hazardous waste treatment, storage or disposal units (including each area not required to have a RCRA permit which is used for accumulating hazardous waste
under 40 CFR 262.34); each well where fluids from the facility are injected underground; springs, and other surface water bodies which received storm water discharges
from the facility.
EPA Form 3510-2F (1-92) Page 1 of 3 Continue on Page 2

t
Continued from the Front
IV. Narrative Description of Pollutant Sources
A. For each ovdall, provide an estanate of the area (include units) of imperious surfaces (irxduding paved areas and budding roofs) drained to the WWI, and an estimate Of Ute total surface area
drained by the outfalL
Ouffall
Area of Impervious Surface
Total Area Drained
Ouffall
Area of impervious Surface
Total Ama Drained
Number
(Provide arufsl
(provide emits)
Number
(Provide unGs)
frvvvide U"O)
3
205,410 square feet
1, 136, 725 eq•
(4.72 acres)
Ft
(26.1 acres)
S. Provide a narrative description of significant materials that are currently or in the past three years have been treated, stored or disposed in a manner to allow exposure
to storm water, method of treatment, storage, or disposal; past and present materials management practices employed to minimize contact by these materials with
storm water runoff; materials loading and access areas, and the location, manner, and frequency in which pestirades. herbicides, sal conditioners, and fertilizers are
applied.
See the attached supporting documentation.
C. For each outfad provide the location and a description of eristing structure] and nonstructural control measures to reduce pollutants in storm water runoff; and a
description of the treatment the storm water receives, including the schedule and type of maintenance for control and treatment measures and the ultimate disposal
of any solid or fluid wastes other'han by discharge.
Ouffall
Last Codes from
Number
Treatment
Table 2F-1
See the attached supporting documentation.
V. Nonstormwater Discharges
A- I certify under penalty of lax hat the outfall(s) covered by this application have been tested or evaluated for the presence of nonstormwater discharges, and that all
nonstormwater discharged from these outfarl(s) are idernlireed in either an accompanying Form 2C or From 2E application for the owall-
Name and Official Title (We or print)
Signature
Date Signed
Craig Leite, Cedar Creek Site Mgr.
8, Provide a description of the method used, the date of any testing, and the onsita drainage points that were directly observed during a test.
•
a'r
f. Significant Leaks or Spills
Provide "sting information regarding the hislory of significant leaks or spills of tonic or hazardous pollutants at the facility in the last three years, including the
appm)dmate date and location of the spill or leak, and the type and anrouni of material released.
None. r
EPA Form 3510-2F (1-92)
Page 2 of 3
Continue on Page 3

Continued from Page 2 1
EPA 10 Number (copy from Item t of Farm 1)
II. Discharge Information
A, B, C, & 0: See instruct'ona before proceeding. Complete one set of tables for each outtall. Annotate the outfall number in the space provided.
Table VIVA, VII-B, VII-G are included on separate sheets numbers Vli-1 and VII-2.
E. Potential discharges not covered by analysis - is any tordc pollutant listed in table 2F-2, 2F-3, or 2F-4, a substance or a component of a substance which you
currently use or manufacture as an intermediate or final product or byproduct?
© Yes (fist all such pollutants below) ❑ No (go to Section EX)
Cobalt.
1 I. Biological Toxicity Testing Data
Co you have any knowledge or reason to believe that any blologlcal test for acute or chronic toedcity has been made on any of your discharges or on a receiving water in
relation to your discharge within the last 3 years?
❑ Yes (list all such pollutants below) ❑✓ No (go to Section N
IX. Contract Analysis Information
Were any of the analyses reported in Item VII performed by a contract laboratory or consulting finn?
❑ Yes (list the name, address, and telephone number of, and pollutants © No W. to SecronX)
analyzed by, each such laboratory or firm below)
A. Name
B. Address
C. Area Code & Phone No.
O. Pollutants Analyzed
X. Certification
1 certify under penalty of law that bids document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure
that qualified personnel property gather and evaluate the iri'nir;atFon submitted. Based on my inquiry of the person or persons who manage the system or those persons
directly responsible for gathering the information, the infomralion submitted i, to the best of my knawfedge and belief, We, accurate, and complete. t am aware that
there are significant penalffes for submitting false informab'on, including the possibility of fine and imprisonment for knowing violations.
A. Name & Official Title (Type OrPdni)
Craig Leite, Cedar Creek Site Mgr.
B. Area Code and Phone No,
MO) 433-8254
C_ Signature
D. Date Signed .3 lo
EPA Form 351a2F (1-92) Page 3 of 3

V
EPA ID Number (copyfrvm Item 1 of Form 1)
Form Approved. OMB No. 204D-0086
Approval expires 5-31-92
VII. Discharge information (Confinued from page 3 of Form 2F7
Part A — You must provide the results of at least one analysis for every pollutant in this table. Complete one table for each oulfall. See instructions for additional details.
Pdhdam
and
CAS Number
Wavallable)
Maximum Values
(include units)
Average Values
(Include units)
Number
of
Storm
Events
Sampled
Sources of Pollutants
; Grab Sample
Taken During
First 20
Minutes
Flow -Weighted
Composite
Grab Sample
Taken During
First 20
Minutes
Flow -Weighted
Composite
06 and Grease
N/A
NIA
N/A
N/A
0. DO
No flow
Biological Oxygen
Demand (BOD5)
N/A
N/A
N/A
N/A
0.00
NO flow
Chemical Oxygen
Demand (COD)
N /A
N/A
N/A
N/A
0.00
No flow
Total Suspended
Solids (TSS)
N/A
N/A
N/A
N/A
0.00
No flow
Totall0rogen
N/A
N/A
N/A
N/A
0.00
No flow
Total Phosphorus
N/A
N/A
N/A
N/A
0.00
No flow
pH
Minimum
Maximum
Minimum
Maximum
Part 8 — List each pollutant that is limited in an tyRuem gtaidefine which ttoe facility is subject to or any pollutant listed in the facility's NPDES Perin$ for its process
wastewater,{if the facility is operating under an existing NPDES permit). Complete one table for each outfall. See the instructions for additional details and
requirem.
Pollutant
and
CAS Number
(rfavailable)
.p. ; Maximum Values
(include units)
Average Values
(include Units)
Number
of
Storm
Events
Sampled
Sources of Pollutants
Grab Sample
Taken During
First 20
Minutes
Flow Weighted
Composite
Grab Sample
Taken During
First 20
Minutes
Flow -Weighted
Composite
w
--
EPA Form 3510-2F (1-92) Page V11-1 Continue on Reverse

Cantinued from the Front
Part C - List each pollutant shown in Table 217-2, 217-3, and 2F-4 that you know or have reason to believe is present. See the insiructions for additional details and
requirements. Complete one table for each outfall.
Pollutant
and
CAS Number
(ifavarlable)
Maximum Values
rrnrlude units)
Average Values
rinciade unrts)
Number
- of
Storm
Events
Sampled
Sources of Pollutants
Grab Sample
Taken During
First 20
Minutes
Flow -Weighted
Composite
Grab Sample
Taken During
First 20
Minutes
Flaw -Weighted
Composite
n/a
n/a
n/a
n/a
n/a
CIAO
n/a
Part D — Provide data for the storm event(s) which resulted in the maximum values for the flow weighted oomposite sample.
t.
Date of
Storm
Event
2.
Duration
of Storm Event
(in minutes)
3.
Total rainfall
during storm event
(in inches)
4_
Number of hours between
beginning of storm measured
and end of previous
measurable rain event
5.
Maximum flow race during
rain event
(gallorts/minute or
specify units)
6
Total now from
rain event
(gallons or spec y uritts)
There has
been no
flow from
this
outfall
within the
last year.
n/a
n/a.
ilia
n/a
-
n/a
7, Provide a description of the method of fib-v., measurement or estimate.
n/a
EPA Form 3510-2F (1-92) Page VII-2

rly ,fig.
14
Table I. DAK Americas LLC Cedar Creek Site
Outfall Locations,
Dutfall
Latitude
Longitude
Description
Receiving Water
Dry Weather Flow
001
34"58"08'
78*46"58'
Stormwater from developed and undeveloped land throughout the plant
Cape Fear River
Yes
property including the plant process areas and cooling tower
blowdown..
002
34" 58"08'
' 78°461158'
Sanitary waste, treated process waste from the utility wastewater,
Cape Fear River
Yes
cooling tower blowdown, boiler blowdown, steam condensate and
sanitary and treated process.waste from DuPont Teijin FilmsTm,
003
34" 59"02'
78°47"26'Stormwater
runoff..from the DAK resins plant. This'outfall is currently
Cape Fear River
No
✓"
p;_,tmitted under NCS004389...DAK Americas -requests that DENR add
this outfall to the new permit and, if added to the new permit, then to
revoke NCS000389. This would consolidate all stormwater outfalls
and process wastewater outfalls into one permit.
A
34059"02'
'78046"40'
Stormwater runoff from the parking lot and paved areas where the
Cape Fear River
Small amount of
Monsanto facility formerly stood. The outfall discharges onto a
groundwater infiltration
vegetative strip prior to entering the waterway. The outfall discharges
onto a vegetative strip prior to entering the waterway.
B1
34058"58'
78"46"39'
Stormwater from the paved roadway used for in -plant transportation.
Cape Fear River
No
The outfall discharges onto a vegetative strip prior to entering the
waterway.
B2
34058"56
78046"38'
Stormwater from the paved roadway used for in -plant transportation.
Cape Fear River
Small amount of
The outfall discharges onto a vegetative strip prior to entering the
groundwater infiltration
waterway.
B3
34058"55'
' 78°46"38'
Stormwater from the paved roadway used for in -plant transportation.
Cape Fear River
No
The outfall discharges onto a vegetative strip prior to entering the
waterway.
C
34058"54'
78046"39'
Stormwater from the railroad spurs used to transport materials. No
Cape Fear River
No
unloading activities occur in this area. Sheet flow only through a
vegetated strip ',

Outfall
Latitude
Longitude
Description
Receiving Water
Dry Weather Flow
D
34058"54'
78046"42'
Stormwater from railroad spurs used to transport materials. No
Cape Fear River
No
unloading activities occur in this area. Sheet flow only through a
vegetated strip
E
340581149'
780461042'
No industrial activity in this area. Area drains a small paved area. The
Cape Fear River
No
outfall discharges onto a vegetative strip prior to entering the
waterway.
F
34058"42'
78046"50'
Stormwater from developed and undeveloped land throughout the plant
Cape Fear River
Small amount of
property including, process areas. Overflow from SW001. The outfall
overflow from SW001
discharges onto a vegetative strip prior to entering the waterway.
G
34058"41'
78046"50'
Stormwater from activities associated with wastewater treatment basins,
Cape Fear River
No
fuel oil storage and paved roadways used for in -plant transportation
The outfall discharges onto a vegetative strip prior to entering the
waterway.
H
34058"45'
78°47"05'
Stormwater from activities associated with the wastewater treatment
Cape Fear River
No
plant. Outfall discharges onto a vegetative strip prior to entering the
waterway.
Extensive sampling was conducted for all outfalls and submitted with the permit renewal application in 1992. Outfalls A through G indicated low levels or less
than detectable amounts of pollutants. Based on this documentation, the State decided that stormwater sampling would only be required from Outfall 001. For
ease of accessibility, this sample is taken from the manhole designated SW -I, which is immediately upstream from Outfall 001.

J" x
•
. . . . . . . . . . . .
Ile-
101�
' -
• /
f � ���' T-I
! '
m � !l \
"a
-
� .ice+
__
T' .
�
�
••���}/n
//
clq
V4
q i)
........
•.....• rn
-V
Nag;
, 4p.
00 W
X,
N,
F
Ij
n i
go
�••
zu
WA
.
.
;
RR LO uRi
C3
4i.
non
:i`
M, Wa,
.!L-1
all
J—J(3� Owl

nw
i
11
0 z

.......,......o.a..,,,utn....,„..,,s..w.n.n
�11a4 �MD ,� . •� '4 ,.�``. �,/ .f FM3.Lr 3LA31
3d.
Y fool la 10101L I Lou
MIME P.M. 91
N '
31VS 311A3113%Y3 t %! _ 3a.3nY vm
Wld 314
tl31A35 naaiS � � " l
I 7A1113xrJ «�. �
yell �.. ••�— 1
lxlero Sly7r 9G'LOtlddl
2LKL MUTA X7niy _ n vry 37rwwo 4 3[M71W dD7
Pr7lp 71it11�i+'erilro i '` •� -O' �y��.7� V' g
-mi
1
�• �' �lxllnP
._.._..�.._.._.._..�.._.._..__.._...........__.._....._-.J ]M7M ll7allal
ws V '
rw—,a av�i
` 1nYlty tll 1 • r.++r..
/ f 1
' f
4t?aYlw z� i i 31u3AY t>CI7
3117r I.-xtla&W I Ata7aPu/
LI Y7M 77nw n % n CHOItuPyW i '
1 ]
m TM sCOA LC O f'1 p 0 0 0 00 k
a s71or os bdddf ,T U f1 Ig i 1,
q y 37r+MyP 75us .mw ! r3ar rA lL1f JJ�'% 1
�• i 'Lsla7 'ISW3 7Ytlnr vL73p
Q _spXiyOiLOri1x4S ❑ 1
141/J rTfi 77nrr r UtV
tll n 1 �
Q i
i
leroy Ll��•. — _ V
�' wxmw dv ail '7sw'Isflx7 1 0 .."""w : XIN3M1Y ilyrlU
�•" Y Y 37+1afa0 1 11LV S7a7r ,-13- tlddr 1
C r]Nr 3?/ra1aP 0 .
b ILr�/I�✓ f' i 1 V
�,pj 1Lx .D .
�� ��"'s'�i' lxatrioIr
g - - 1 33a3hY LIFYb° t
'axe )an al wr�neLL i
-3M3AV "WIN
von3/a 71°
13W VCL'RWtdal
C VAN 79rNra7 L.. i SA(aAlt7d1� I* i
Y YnS i i 53tl7r Y9'aPBdd/ -
N C Y71M 37/Ilr°0 � I
I
L I I i
i

DRAINAGE AREA 2 �T T Y SUB DRA;NAGE AREA a ,
IMPERVIOUS
M ) VI ACRES
Ox IMI srr.ifnH PpRR[NG
Ox PERV117U5 I APPROX. 272 ACRES
RFiW 64X SMPLRVIUUS
DRAINAGE AREA 10
�� APPROX. 3b ACRES
4Y. SMPCRV[E183
PR[IPERTY
VELLMax t DRAINAGE AREA J+ LINE TYP.
i AAWRSX. 8- af:R
w� 44ZI,WER V[EAfS
L'URAINACE AREA I ".,r '{ y I C n ��
APPRGx. 24 ACRES i6 r
0Y IMPERV:Qt1S I' O S
MI i ti DRAINAGE AREA
is N� J ' nPPRUX, 3B ACRE
S
INAGE
DRAAREA ti 3% [NPERV1iA1S
PO Q A9.8 ACRES
MG ��'�j„ � 6$'/, y'!, Im 1MPCRV (PUi:'
A SIUTFaS.L
f�
EI-I
DU FALL 65 CJ ® EXIST, WNSE.
83
nPPR17x I i ES P� I I
iYi L-�1 ' M P. V I I
'RE 1
_ -- --• 1 WATER i ELra AWE.; A[MnGE A
SBXRI+ EX.R r SES All
• • • / w EXTST. EXIST.
fa r VMSC. vNSE� �
DRAINAGE AREA 7 E
° APPROX. 60 ACRES
000 12%C IMPERVIOUS i DUTr LL 1
W ^.� _} a r• 1Ljf 6n 1. AV
. E C A PRU GE AREA 12 i
f x� SMED PPRnx. ACRES
r
_ — +Y. IMPCRVILWS
WAVE TRCATMSN• '
( [ ARE I
AP It >t. 9.7 -R S LESffR rCY rOR XERNCE CDIPL[b
N /` ❑ P RVIG
MEAkdt0 Ll 171LrbwaWCA NA1ER'�L tl0, •
�Y IA.MIrrkKr xiMLoaL mt
L/''�1 ' I u41'ASiS US TAw
\. „LLTr'ALL ' .AZ r"4 r"
ii����SLI Ir F r4 r 4L re0 aiC5i1 INu7
ITtITi'atl () RA fLAL GL r.xll
1fT7
�9
r lax - rIy .c
�t orr Le,o 5rrTltw
/ �:�' S A"' (�1 OUTFACE
j(pyZAfi r r� AaR arsws. ~ � ��CCCIII 1G
[PAsI(A um wx z5a uA INS -� -1••• { 6 l r • IVRAINAGE AREA 15
SL-Y M I— A:. I-- SA WLL-N ` I 1 �•�~_^ APPRUX. 15 ACRES
I MA& PUW LtMODA 94 WLL.WS j •4F � PI.ANi 41% IMPERVIOUS J
I M-L I— - CALLOUS �Ml DUTTA%.L
[ rOMMAHEa alrAp-MNP '�
e V erAMffrFlr.• a19R9•MAx �� _-- '
{� SEAasf [1AI[A 11 �0•VB11 ry
ir4YSrlXc.EN aS]66-YBIr � A :1
IrBP-ve:r �LAR
DAK Cedor Creek Site
I�
I
Jr SWACL
i,
elf: -
D�� _AU f -37

WC,
t Fri 4a
If
7. t 4,
r :ff

I r
I 5
l !
S r
! r;
DAK RESIN L,L+C
PROPERTY
LEMO
I
-`� SiORMWATER LINE '
CHEMX:AL SEWER
IMPOUNDING SEWER
i
< I I I ------=----------,
r-..__.._-��.-�__—_ •,.
{ 5
----
rjEv
1 y0U5c� LEQNErmERG ELGG. ILF$-------- —----------- ,--
f
—__________________________,. r ______ - �-- ram_
1� l•
q a••-7�r�`-.--- -1 I�-
I `•� � "- is I I'o--.. _- �-------
I SERYM
_ Lr,
----- ----a --------------
------------------ �-
-
T_s--------
L----- - r�i------- i
WAREHOUSE i---" -L_
___Llid, -
I� ➢UT it i ➢MT i Ir CMT �� jj f� ar5 j �CGT� rRGF I u�a* Lu.
------ ---- — F---
I I -.
I
I
STGRMdATER I
BASIN BASIkPOUINING
Ol11FALL 003 vTFALL OD? - REMOVED
'FALL 001
r
r,r
tRi
f
r
c
I
{
{
t'
DUPONT TEI,IIN FILMS
PROPERTY
qD Q�0
GRAPHIC SCALE IN FEET
SITE MAP
DAK RESINS, LLC
FAYETTEVILLE, NORTH CAROLINA
RALEIGH BRANCH
mia SPRING FOR£Sr ROAD
*MAE
P.O. BOX 58m
RALEIIGH. N.C. 27E5 —806Y
ETIVIRONIAENTAi SERVECES
FAX-(9(919 19)7790-9827
ENGINEERING , 7ES nNG
SCALE: 1 " = 120' DRAWN BY: GLD CHECKED BY: MIRE
.JOB NO- 1040-01-41 BC DATE: JUNE 2001 FlGURE 2
0
t

g
ILL)
/
71
/
CD

NCS000389
A;A
AW.��
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins Dee Freeman
Governor r Director Secretary
STAFF REVIEW AND EVALUATION
NPDES Stormwater Permit
Facility Name:
DAK. America
NPDES Permit Number:
NCS000389
Facility Location:
3216 Cedar Creek Road, Fayetteville, NC (Cumberland County)
Type of Activity:
Plastic Manufacture
SIC Code:
2821
Receiving Streams:
See Figure 1
River Basin:
Cape Fear River Basin, Sub -basin 03-06-15
Stream Classification:
WS-IV; CA
Proposed Permit Requirements:
See attached draft permit.
Monitoring Data:
See Table 1
Response Requested by (Date):
Central Office Staff Contact:
Retum to: Brian Lowther, [phone]
Special Issues:
Issue_
Rating Scale: 1(easy) to
10 and
Compliance history
6
Benchmark exceedance
6
Location (TMDL, T&E
7
species, etc)
Other Challenges:
8
• Benchmark for 1,4
Dioxane
• Figuring out the site
with 3 owners
Difficul Rating:
27/40
Special Issues Explanation:
• 1,4-Dioxane was detected in the SW samples. It is a known carcinogen and has human health
concerns. More information on this is below in the analytical monitoring section.
APR 0 6 �!'{
r*N, � 1%13"
Page 1 of 9

NCS000389
Description of Onsite Activities:
• DAK is principally engaged in the manufacture of polyester chips, which will be used to produce
various plastic items for industrial and/or consumer use. The polyester chips at this facility are
manufactured in a continuous process which utilizes two primary process systems.
• The manufacturing operations occur in the southwest portion of the property in the continuous
polymerization (CP) and the solid state polymerization (SSP) plant. The railroads located on the
southeastern portion of the property are for loading of product and unloading of raw materials.
• DAK Americas LLC Cedar Creek Site is located in the Cedar Creek Industrial Complex. The complex
also houses Dupont Teijin Films; Wellman, Inc (no longer in operation); and the DAK Service Complex (a
utilities facility purchased from Monsanto in January 2004). The Service Center is located east of the
Dupont Teijin film property and supplies utilities for both the DAK Resine Plant and the Dupont Teijin Film
Plant. Utilities include steam, cooling water, demineralized water, and wastewater treatment.
• Clear Path Recycling is now located on part of the DAK facility. Clear Path is the largest PET
(Polyethylene terephthatate) recycling facility in the world. Clear Path Recycling has obtained 53 acres
which was formerly part of DAK Americas 172 acre tract.
Documents Reviewed:
• NPDES Stormwater Permit Application Materials
• National Heritage Program (NHP) Threatened and Endangered Species Database
• SPU File
• Central Files
• EPA Sector -Specific Permit, 2008
• 303(d) List, 2008 draft, 2006 final
• 2005 Cape Fear Basinwide Plan
• DuPont FileNCS000056
• TRI Maps data and links.
History:
• August 15, 2003: Permit issued to DAK Resins LLC. Monitoring included 1,4-Dioxane and COD sampled
annually for the first three years and quarterly during year four.
• February 2, 2005: Name change to DAK Americas, LLC
• January 251. 2007: Renewal letter sent.
• March 6, 2008: Renewal Application received. Asked for SW outfall 003 to be included with their
wastewater permit. This request was denied when the wastewater permit was renewed.
• August 10, 2009: Request to transfer outfalls from DAK to Clear Path.
Page 2 of 9

NCS000389
Figure 1: Map of Facility
�S-R
�4 _ S• J�+S9 % f� !1 � l l..
sAi7•„�
•r
i
�" �, - ,t1 _ � ' � � ti� 1� )� �r } ! y � � J•• '� ti � . � � �'�,'osture. f3 rarsh
� �'-,i`+ '-ti, - -£' �11;'t C � _ r�y1 z •ti . , -J i t S �i�mg
Iti
it
•it if Ar, f �.i 11 `1.: //\ 4 s: afi,� .' f
J
4-
s 4+
DAK America LLC Cedar Creek S€te��:
��- :
st ..`.� 1 � :�� r 1 J �' s r 'ram•
• _7
��
1
J 4j ✓� _"'G'`i:_!;+~ —. /' � :_��! 1' ram. f�! � ! +� -ef
_
4
}X/� �.� � �'�, • i �
Jam^ �s �, » r s� , .. 6, _
/JJ i .`t s •i 4 ' ,ter "•' i . i.'e'� - � i £1� ��-'• ' 'G
NCS000389
DAK America LLC
DAK America LLC Cedar Creek Site
A !:
Latitude: 340 59' 00" N
Longit-de: 780 47' 30" W
f ,7
Comty: Cumberland
Receiving Stream: Cape Fear River
Stream Class: WS-IV; CA
MYp Scale 1;24,OX
SL&basn: 03-06-15 (Czpe Fear River Badn)
Facility Location
Page 3 of 9

NCS000389
Central Office Review Summary:
1, Owner's Other Permits: DAK America wastewater permit NC0003719. The effluent monitoring requirements
include flow, TSS, BOD, NH3-N, Fecal Coliform, Total Residual Chlorine, Temperature, DO, pH, Total
Nitrogen, Total Phosphorus, Acute Toxicity, and Conductivity. Also, have OCPSF parameters.
o Air Quality Title V- 04319T18
o Synthetic Minor Air Permit — 04051 R30
o Permit to Discharge Wastewater Under the Public Works Commision's Industrial Pretreatment Program
(application pending) — 2116RF
Notes on Wastewater permit: our discharge permit for DAK Americas, LLC (formerly Monsanto, Fayetteville) has
stormwater conditions and boilerplate that will need updating for this renewal (unless covered by your permit
NCS000389). Update: the stormwater outfalls were not included in NC0003719 and need to be included in the SW
renewal.
2. General Observations:
Three companies located within the expansive property.
+ The old Monsanto facility, now Clear Path Recycling, was used to manufacture Round -Up.
• Site conditions are such that DAK and Clear Path share one SW outfall (4001). DAK has
representative outfall status for their single #001 outfall_ Clear Path has numerous others.
• The site is 26,1 acres with 4.72 acres on impervious
• In the application, Cobalt is listed as a potential pollutant not covered by analysis. Cobalt is in the TR1
for being at the facility. The Cedar Creek site used cobalt as a toner additive. The plant has recently
discontinued its use; however, one 2000-lb tote bin remains on site. It is located inside in the Logistics
Warehouse and will be returned to the manufacturer with the next nionth.
3. Imnaitment: The 2006 303(d) includes the Cape Fear River 18-(26)c (froze Grays Creek to Lock and Dam 3) for
a Chlorophyll a violation and 18-(26)d (from Lock to Dam 3 to NC41) for a Mercury Fish Advisory. Basinwide
Plan indicates the Cape Fear River 18-(26)b (from Peares Mill Creek to Grays Creek) has turbidity and fecal
coliforni as stressors. The impainnent language was not added to the permit because thesc segments of the Cape
Fear are not the same segment of the Cape Fear where the facility's discharges are located.
The City of Fayetteville water supply intake looks to be about 12 miles upstream based on the classified streams
layer is GIS. The stream segment is identified as "From City of Fayetteville water supply intake to mouth of
Hammond Creek."
4. Threatened and Endangered: Based on the Natural Heritage Virtual Workroom there are no federal protected
species within two miles of the facility.
5. Location: Six outfalls flow to the Cape Fear River:
+ 001 -- 34 58' 08", -78' 46' 58" — SW from developed and undeveloped land including plant process
areas and cooling tower blowdown.
• 002 — 34 58' 08", -78' 46' 58" — Wastewater
• 003 — 34 59' 02", -78' 47' 26" — Stormwater runoff from DAK resin plant.
+ F — 3458' 42", -78 46' 50" - SW from developed and undeveloped land. Overflow from SW001
• G — 34 58' 41 ", -78 46' 50" — SW from activities associated with wastewater treatment basins, fuel
storage and paved roadways used for in -plant transportation. The outfail discharges onto a vegetative
strip prior to entering the waterway.
• H — 34 58' 45", -79 47' 05" — SW from activities associated with the wastewater treatment plant. The
outfall discharges onto a vegetative strip prior to entering the waterway.
6. Industrial Changes Since Previous Permit: None provided.
Analytical Monitoring Notes: The analytical samples in central files are shown in Table 1. A letter was included
to explain a 2040 mg/l COD value. They conducted a visual search for potential contamination and no visual
Page 4 of 9

NCS000389
contaminates were detected. Another sample was taken from the stormwater pond and the value was 13.3 mg/l.
The pertnittee believes the original sample was invalid.
EPA 2008 Multi Sector -Specific Permit, Sector C for Chemicals and Allied Products: Subsector C4 Plastics,
Synthetics, and Resins (SIC 2821-2824) recommends monitoring for Total Zinc. Zinc will not be added to the
permit because it does not seem to be a pollutant ofconcem based on the industrial activities of this site.
Based on the last staff report, 1,4 —Dioxane was added to the requirements as the result of a previous spill on
7/16/2002. The permit file included data taken for the pervious renewal and the last two samples indicated there
was some 1.4-Dioxane in the stormwater (see Table 1).
1,4 —Dioxane is a known carcinogen and is a very persistent chemical that does not readily break down. In this
case, an aquatic life based stormwater benchmark would not be helpful because it has high human health
concerns. For example, the stormwater benchmark would be 1100 mg/L (calculated'/x FAV) compared to the
human health based instream standards of 3.2 ug/L for water supplies and 730 ug/L for general human health
exposures (Class C waters). A 10 day child exposure rate has been developed for this chemical of 400 ug/L.
(Information based on an email from Nikki Remington 2/25/10)
- The reviewer recommends that the facility should be aware of any 1,4 - dioxane levels that raise human health
concerns, particularly with a discharge to WS-CA. Because of the previous spill, a benchmark will trigger more
investigation or more clean-up if needed. The Water Supply standard is not typically used even when receiving
waters are W S because it is not necessarily appropriate for a stormwater benchmark. This more stringent W S
value should be noted, but the reviewer recommends, the 10 day child exposure rate of 400 ug/L be used as the
benchmark. This benchmark reflects a time frame more consistent with stormwater events (10 days vs lifetime
exposure for the human health/water supply numbers) and would be protective of the more sensitive population
(children); this values seems to be the most appropriate to prompt the facility to respond to a possible problem.
However, if future monitoring detects levels above the WS standard, DWQ may want to investigate potential
WQ standard violations.
Sample results from previous renewal:
Lead — 0.01 mg/l (benchmark = 0.033 mg/1)
Oil and Grease — 5 mg/1 (benchmark = 30 mg/1)
pH — 7.35 (benchmark = 6-9 su)
TSS —17 mg/l (benchmark = 100 mg/1)
Data from the previous permit is in Table 1.
Monitoring for NCS000056 — DuPont Teijin Films included COD, Oil and Grease, and pH.
COD, 1,4 —Dioxane, Oil and Grease, and pH have been added to the permit because they are potential pollutants
onsite. Oil and Grease will be added to make the parameters consistent with the DuPont permit.
8. Qualitative Monitoring Notes: None included in the application.
DENR-FRO
APR 0 6 20
DWO
Page 5 of 9

NCS000389
Table 1: Analytical Monitoring
Required
Sampling
Range
Sample
Date
Total
Flow
MGD
Precipitation
(in)
Duration
(hours)
1.4- Dioxane
COD
Benchmark:
0.4 m L*
Benchmark:
120 m L*
Outfall 003
11 /19/2003
0.71
1
2
<0.025
17
6/4/2004
0.218
0.3
0.67
<01
13.3
7/29/2005
2.97
4.2
4
<0.005
10/6/2005
1.9
2.7
36
BDL
13.3
11/8/2006
1.2
1.8
24
211 /2007
1.06
1.5
25.5
13.3
Over Current Benchmark
Data Not Collected
Benchmarks not in pervious permit
Page 6 of 9

NCS000389
Discussions with permittee: Elizabeth Wike at DAK. Office: (910) 3714498, Mobile: [phone],
[e-mail]
From email on 2/18/10: Beginning on the west end, the first tract is owned by DAK Americas. This area is the
location of DAK's Resins Plant. The area to the east of DAK's Resins Plant is the Dupont facility. Moving
further to the east is a large tract that reaches from Highway 53 on the north to the Cape Fear River on the south.
The northern portion of this property contains DAK Americas Utilities, the southern portion contains DAK's
wastewater treatment plant. The tract of land on the north east belongs to Clear Path Recycling.
Stormwater outfalls were previously included in DAK's NPDES permit for the wastewater treatment plant for
the outfalls from the DAK Utilities Area, DAK Wastewater Treatment Plant Area, and what is now Clear Path
Recycling, When DAK applied to renew its NPDES permit, DENR decided to remove these outfalls from the
NPDES permit and have them included in the stormwater permit. The stormwater permit application for the
DAK Resins site was submitted a couple of years ago. It only included one outfall from the retention pond
shown on the south east corner of the property. This stormwater from this pond rarely discharges to the Cape
Fear River because most of the water either evaporates or infiltrates to the ground before reaching the overflow
from the pond. The DuPont facility is permitted separately.
Can you tell me how cobalt is used on the site? How much is on site and where it is stored?
From email on 3/23/10: The Cedar Creek site used cobalt as a toner additive. The plant has recently
discontinued its use; however, one 2000-1b tote bin remains on site. It is located inside in the Logistics
Warehouse and will be returned to the manufacturer with the next month.
Page 8 of 9

NCS000389
Revised Permit Recommendations: Analytical Monitoring:
1. COD and 1,4—Dioxane have been maintained in the permit. Oil and Grease and pH have been added to the
analytical monitoring requirements. Parameters added because they are potential pollutants and they are
consistent with NCS000056 DuPont which is on the same site.
2. All analytical monitoring has been set to semi-annually during a representative storm event as defined in Part II
Section B. The permittee must also document the total precipitation for each event. If no discharge occurs
during the sampling period, the permittee must submit a monitoring report indicating "No Flow" within 30 days
of the end of the six-month sampling period. Additionally, samples must be taken a minimum of 60 days apart,
as specified in Table 2.
3. Benchmarks for analytical monitoring have been added to this draft permit. Exccedances of benchmark values
require the permittee to increase monitoring, increase management actions, increase record keeping, and/or
install stormwater Best Management Practices (BMPs) in a tiered program. If the sampling results are above a
benchmark value, or outside of the benchmark range, for any parameter at any outfall then the facility shall
follow the Tier 1 guidelines which require a facility inspection within two weeks and implementation of a
mitigation plan within two months. If during the term of this permit, the sampling results are above the
benchmark values, or outside of the benchmark range, for any specific parameter at a specific discharge outfall
two times in a row (consecutive), then the facility shall follow the Tier 2 guidelines which require a repetition of
the steps listed for Tier 1 and also immediately institute monthly monitoring for all parameters at every outfall
where a sampling result exceeded the benchmark value for two consecutive samples.
4. The permittee is required to collect all of the analytical and qualitative monitoring samples during representative
storm events as defined in Part II Section B. Qualitative monitoring is required regardless of representative
outfall status.
5. The permittee is responsible for all monitoring until the renewal permit is issued. See Footnote I of Tables 1, 4,
and 5.
6. The flow reporting requirement has been removed per DWQ revised strategy. (The total rainfall parameter is in
this permit, however.)
7. Vehicle maintenance monitoring has been revised to semi-annually in order to coincide with analytical and
qualitative monitoring.
Other Proposed Changes to the Previous Permit:
I . Additional guidance is provided about the Site Plan requirements. The site map must now identify if the
receiving stream is impaired and if it has a TMDL established. It must also describe potential pollutants in each
outfall. The map requirements are stated more explicitly. And, the site plan must contain a list of significant
spills that have occurred in the past three years and also must certify that the outfalls have been inspected to
ensure that they do not contain non-stormwater discharges. Additional information is provided in Part II Section
A.
2. Additional requirements for the Stormwater Management Plan have been specified in Part II Section A. More
details regarding secondary containment are provided.
3. Additional requirements for the Stormwater Pollution Prevention Plan have been specified in Part II Section A.
The plan must also be updated annually to include a list of significant spills and to certify that the outfalls do not
contain non-stormwater discharges.
4. The facility must now implement a semi-annual Facility Inspection Program of the site's stormwater
management controls as specified in Part H Section A.
5. Information regarding the No Exposure Exclusion has been added to this draft permit. If industrial materials and
activities are not exposed to precipitation or runoff as described in 40 CFR § 122.26(g), the facility may qualify
for a No Exposure Exclusion from NPDES stormwater discharge permit requirements. Additional information
is provided in Part I Section A.
Page 7 of 9

Lowther, Brian
From:
Lawyer, Mike
Sent:
Tuesday, April 27, 2010 1:48 PM
To:
Lowther, Brian
Cc:
Henson, Belinda
Subject:
RE. Staff Report comments for NCS000389
Attachments:
Staff Report comments-DAK Americas-NCS000389.pdf
Follow Up Flag:
Follow up
Flag Status:
Flagged
Brian,
Please see attached. Along with our regional office comments, I've included a map of the overall site with markups for
which outfalls belong to which permitted facilities. This information is based on my conversations with facility staff and
reviews of the other permitted facilities (DuPont & Clear Path Recycling). If you need clarification or any other
information let me know.
Thanks,
Mike
Michael Lawyer, CPSWQ
Environmental Specialist
NCDENR-Division of Water Quality
Surface Water Protection Section
Fayetteville Regional Office
Direct: [phone]
Main: [phone]
Fax: [phone]
e-mail: [e-mail] (please note my current e-mail address)
*E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be
disclosed to third parties.
From: Lowther, Brian
Sent: Friday, April 23, 2010 4:07 PM
To: Lawyer, Mike
Subject: RE: Staff Report comments for NCS000389
Thanks for helping me with the outfalls at these sites. I was having a hard time getting them straight based on the
maps. I'll look for your comments soon then. Don't feel like you have to rush them.
Brian
From: Lawyer, Mike
Sent: Friday, April 23, 2010 3:59 PM
To: Lowther, Brian
Subject: RE: Staff Report comments for NCS000389
Yes, I had asked her about that and was waiting on her reply before providing you with comments on the staff report. I
think I have finally been able to pinpoint which outfalls belong'to which company at the large facility. There are a total of

_AWA . AMMU
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Duality
Beverly Eaves Perdue Coleen H. Sullins
Governor
Craig Leite, Cedar Creek Site Manager
DAK Americas LLC
3468 Cedar Creek Road
Fayetteville, North Carolina 28301
Dear Mr. Leite:
Director
April 22, 2009
Subject: NPDES Permit DRAFT
Perrhit No. NCO003719
DAK Americas, LLC — Cedar
3468 Cedar Creek Road
Fayetteville, NC 28301
Cumberland County
Dee Freeman
Secretary
In response to your request to renew the subject NPDES permit, the Division of Water Quality (DWQ
or the Division) hereby transmits this draft permit for your review and comment.,Please note that this
permit is set to expire on October 31, 2011.
Please review this draft carefully to ensure your thoroughly understanding of permit conditions and
requirements. Concurrent with this transmittal, the Division will solicit public comment by publishing
a notice in newspapers having circulation in the general Cumberland County area, as required by the
NPDES Program. Should you wish to comment on this draft or correct possible errors, please contact
the DENR / DWQ / NPDES Program in writing no later than 30 days after receiving this -document.
Review of the Renewal Application and Engineering Alternatives Analysis (EAA) — The Division
has reviewed DAK's updated permit Renewal Application (received December 11, 2008) and its
associated revised Engineering Alternative Analysis (EAA) received March 5, 2008. The Division
notes that the Permittee's lowest cost -estimate comparison of viable discharge alternatives falls within
13% considering, a) remaining connected to the Fayetteville PWC, or b) continuing discharge to the
Cape Fear River. Historically, the Division has considered EAA discharge -alternative costs equally
viable if within 15%. In light of water quality considerations and the Division's mission to eliminate
discharges, we ask that you reconsider your choice to abandon your active city sewer connection and
to continue surface -water discharge to the Cape Fear River.
1617 Mail Service Center, Raleigh, North Carolina 27699-1617
Location: 512 N. Salisbury SL Raleigh, North Carolina 27604 ne
Phone: 919-807.M\ FAX: [phone] Customer 5ervjw 1-877-623-6748 O1�1CaI ohna
Internet vrww,ncwaterquality.arg _ �►?Qtl��+�"'/
An Equal OpporlunitylAffirmativaMon Employer Naturally K

aill
Decision Against Future Renewal — The Division understands that DAK currently discharges
approximately 0.030 MGD (about 15%) of its treated effluent via the city sewer system to the
Fayetteville PWC, and has done so since May 1, 2006 under the PWC's Pretreatment Program.
Considering the Division's NPDES directives to eliminate a point -source discharge when faced with a
viable discharge alternative, the DWQ will not consider further application to renew this permit. It
follows then that, DAK must abandon all treated effluent discharge to the Cape Fear River, and make
all changes and upgrades necessary to convey 100% of its effluent flow to the City of Fayetteville. The
Division has therefore added a permit special condition requiring this compliance on or before permit
expiration on October 31, 2011 (see permit Special Condition A. (5.).
1
;The Division has made the following additional changes to the previous permit-
U r
ff 1' !Revised Flow and Wastewater Treatment Plant Downgrade — Based on DAK's revised flow
r estimates (2007), the Division has lowered the permit flow limit at Outfall 002 from 0.500 to 0.300
MGD to accommodate the full range of the 2007 estimates. With this decrease in permitted flow,
,j�-_-•DWQ has downgraded this wastewater treatment plant from Grade III to Grade U. Therefore,
monitoring frequencies for many parameters have been relaxed from 3/Week to I/Week [see
permit, Part A. 1.)].
2. Effluent Limits and Monitoring Conditions — The Division recalculated limits for parameters of
concern required under federal categorical regulations for Organic Chemicals, Plastics and
Synthetic Fibers (OCPSF) in compliance with §40 CFR 414.40, Subpart D, 414.41 Best Available
Technology (BAT) for Thermoplastic Resins, and §414.91 (b), Subpart I for Direct Discharge
Point Sources That Use End -of -Pipe Biological Treatment. The Division applied these calculations
using a long-term average flow (as recommended by EPA) of 0.200 MGD based on data submitted
by the Permittee (January 2005 through December 2008). Monitoring frequencies for these
parameters remain 1/Year (unchanged from the previous permit) except for one parameter, now
water -quality limited (2, 6 di-nitrotoluene) to be -monitored 1/Quarter.
Total Residual Chlorine (TRC) — A TRC limit has also been added to the permit (28 ug/L),
consistent with the new statewide standard for chlorine. However, compliance is required only if
chlorine is used, and because of difficulties quantifying TRC in a wastewater matrix, values
detected below 50 ug/L will be considered compliant with the permit [see permit, Part 1. (A.),
TRC footnote].
4. Stormwater Outfalls — DAK has requested that this renewal combine under a single permit, this
OCPSF-regulated effluent, with stormwater outfalls permitted under stormwater permit
NCS000389 (also in renewal). In light of the Division's intent not to renew this permit, this request
is hereby denied. Previous references to stormwater have been removed from this permit. They
will be included in the renewal of your active stormwater permit NCS000389.
1617 Mail Service Center, Ralegh, North Carolina 27699-1617
Location: 512 N. Salisbury St Raleigh, North Carolina 27604 One
Phone: [phone] FAX; 919-807-64921 Customer Service: 1-877-623.6748 NorthCarolina
Internet: www.ncwaterquality.org �5//�
An Equal Opportunity 1 Affirmative Action Employer Y �/ �{�'}`ural

. = 5 � Proposed Plastic Bottle Recycling Facility — DAK has asked the Division to permit a proposed
new onsite plastic bottle recycling facility. The Division understands that OCPSF-regulated
process -contact wastes will be generated from two existing warehouses (located near DAK's
eastern property perimeter); wastes to be routed to the existing onsite WWTP. We further
understand that DAK intends to provide an open, uncovered area north of these warehouses for
product bulk storage. This recycling facility is hereby permitted, however its effluent flow, waste
concentrations, and stormwater needs remain uncharacterized.
Therefore, after receiving an Authorization to Construct (ATC) permit from the Division's
Construction Grants and Loans, please provide information concerning flow, waste character, and
stormwater needs, prior to start up, so that the Division may modify permits, if needed.
Following the mandatory 30-day public comment period, the Division, will review all pertinent
comments and take appropriate action prior to issuing a final NPDES permit. If you have questions
concerning this draft permit, please contact me by e-mail Ooe.corporon @ncmail.net), or call me at (919)
807-6394.
xe� ly,
Joe R. C oron, L.G.
NPD ogram, East
Enclosure: NPDES Permit NCO00371 (DRAFT)
CC' Fayetteville Regional. Office/Surface Water Protection Section, Attn: Mark Brantley
NPDES Program
PERCs Unit
Stormwater Permitting Unit, Attn: Jennifer Jones
Aquatic Toxicology Unit, Attn: Susie Meadows
EPA Region 4, Attn: Marshall Hyatt
DAK Americas LLC, 3500 Daniels Road, N.E., Leland, NC, 28451, Attn: Elizabeth Wike
1617 Mail Service Center, Raleigh, North Carolina 27699-1617
Location 512 N. Salisbury St Raleigh, North Carolina 27604 ne
Phone: 919-807-M \ FAX: [phone] Customer Service: 1-877•623.6748 OhCarO/hna
intemet;www.ncwaterquality.orgm- �atsfLQL{y
An EgvW OpporW* 1 Affi �ti" AcW EmMw

Permit NC0003719
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
-DIVISION OF WATER QUALITY
PERMIT
TO DISCHARGE WASTEWATER UNDER THE
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
PDES)
In compliance with the provision of North Carolina General Statute
and regulations promulgated and adopted by the North Carolir<,
Commission, and the Federal Water Pollution cyolntr
is hereby authorized to di
to receiving waters
effluent limitations,
hereof.
This permit shall become effective
F
15.1, other lawful standards
•onmental Management
as amended,
a facility located at
, Fayetteville
unty
ir�River in the Cape Fear River Basin in accordance with
and other conditions set forth in Parts I, R, III and IV
, 2009.
This permit and authorization to discharge shall expire at midnight on October 31, 2011.
Signed this day , 2009.
Coleen H. Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission

Permit NCO00371
SUPPLEMENT TO PERMIT COVER SHEET
All previous NPDES Permits issued to this facility, whether for operation or discharge are hereby
revoked, and as of this issuance, any previously issued permit bearing this number is no longer effective.
Therefore, the exclusive authority to operate and discharge from this facility arises under the permit
conditions, requirements, terms, and provisions described herein.
is hereby authorized to:
1
2.
DAK Americas, LLC
continue to operate an existing 0.300 MGD wastewater
• flow equalization,
• spill basin
• pH adjustment /
• oil skimming
• comminutor
• dual aeration basins
• clarifier
• parshall flume
• sludge pump station
• dual aerobic digester
• aerated biosolids ho:
• biosolids dryin bc� d
located at the DAK�
Cumberland County,
(WWTP) consisting of
Cedar Creels Road, south of Fayetteville in
after receiving an Authorizationto'Construct (ATC) permit from the Division's Construction Grants
and Loans, construct an OCPSF-regulated plastic bottle recycling plant with connection to the onsite
WWTP, and upon completing construction, submit an Engineer's Certification form, and after
receiving Authorization to Operate (ATO), -
3. discharge from said treatment works and plastic bottle recycling plant via Outfall 002 (located on
the attached map) into the Cape Fear River, a Class C waterbody within the Cape Fear River Basin.

PMKM

Permit NC0003719
A. (1.) EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS
During the period beginning on the effective date of this permit and lasting until expiration, the Permittee is
authorized to discharge from Outfall 002. Such discharges shall be limited and monitored by the Permittee as
specified below:
"pSs t ''R-{ F-}.[tK^ "%c
e, Effluent',f
a-°��eCflaraeterlshc.s,{s'AA�t'xRe
` ♦ 44 .3G r . i';.. °,
,`y.
w� ,�-` aye'
1�_u ♦`
''�`e�' + t -. } `, Y m3: }��_' tjnyq,syt �^S
Monitorin a
ulrements'N�#Y
Monthly-:
»' xt J , a
Avera e-;Y.
i �1 J't_
DailyI
u e ..ATM -
Maximum xs
:YY .v .X
f:MeaSurement
q3 s -.. .- .rY , " +t
�` 7,
a Fregnencyr
Y
Samples
d ZZ
=
C'�'y-
.'Ya' Y 3
#Sampled°
.
v�,�� I
Location
Flow
0.300 MGD
Continuous
Recording
I or E
Total Suspended Solids (TSS)
66 lbs /day
216 lbs/day
1/Week
Co osite
E
BOD5, 200C (April I — October 31)
16 lbs /day
21 Ibs /day
1/Week
Composite
E
BOD5, 20°C (November I — March 31)
32 lbs /day
42 lbs /day
l/Week
Composite
E
NH3-N (April 1-October 31)
21 lbs /day
42 lbs /day
I/Week
Composite 2 1
E
NH3-N (November I — March 31)
42 lbs /day
84 lbs /day
e k
Composite
E
Fecal Coiiform(geometric mean
1/Week
Grab
E
Total Residual Chlorine
28 µg/L
/�ek
Grab
E
Temperature °C
/
I Ntrek,
Grab
E
Dissolved Oxygen
�.
1/We
Grab
E
H
Not <6.0 nor > 9.0 scan* 'ts
1/Week \
Grab
E
Total Nitrogen(NO2 + NO3 +
\ \
I,(Quarter \
Composite
E
Total Pho horus
"/Quarter
.Gqmposite
E
Acute Toxicity1/Quarter
composite
E
Dissolved Oxygen 6
\\ \
Variable 7
Grab
U & D
Temperature (°C)
/ r .
Variable .
Grab
U & D
Conductivity
%
` �
N_ aVAable
Grab
U & D
Footnotes: 11.11,
1 E = Effluent; I = Influent; stream 2 ni_ 04�4tfall. downstream, 100 yards upstream of Lock and Dana #3.
2 Composite samples bye erated\
3 otal Residual Chi ride (i'RC) - erea ,l . -level is cult to quantify in a wastewater matrix, the
Division shall considers effluent TRk \ hue r orted belo µg/L to be "in compliance" with this permit.
However, the Permittee 3ha . cobtinue to�re{io a�l values recorded using North Carolina -certified field and lab
test methods, even if these values fall b8ow 1L.
4 Effluent dissolved oxygen O shall not below 5 mg/L. The Permittee shall collect effluent DO downstream of
the combined effluents of Outfa ksr01 and�0�.
5 Whole Effluent Toxicity (WET) ss acde toxicity P/F at 90% using Fathead Minnow. WET tests shall be
conducted in February, May, Augl3st�aiadNovember [See Part A. (2.)]. Samples for toxicity shall be collected
downstream of the combined effluents iif Outfalls 001 and 002.
6 Receiving Stream Monitoring — As a member of the Middle Cape Fear River Basin Association, the Pernuttee's
instream monitoring responsibilities are hereby waived by Memorandum of Agreement. However, should this
membership terminate for any reason, the Pe tnittee shall notify the Division immediately, and the Permittee shall
immediately resume instream monitoring requirements, as specified herein.
7 Variable Sampling — the Permittee shall collect receiving -stream samples 3/Week during the summer months of June
through September and 1/week for the remaining months of the year.
The Permittee shall add no chromium, zinc, or copper to the treatment system except as pre -approved additives
to biocide compounds or those resulting from the normal degradation of process piping or equipment. The
Permittee shall discharge no floating solids or foam visible in other than trace amounts.
Additional effluent limitations and monitoring requirements apply to this permit [see additional tables,
Part A. (I.) continued, and Parts A. (2.) through A. (S.) Abandoning Discharge].

Permit NCO003719
A. (1.) EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS (Continued)
During the period beginning on the effective date of the permit and lasting until expiration, the Permittee is
authorized to discharge from Outfall 002. Such discharges shall be limited and monitored by the Permittee for
OCPSF parameters, as specified below:
EfIIuenty
Charaeteristics�
>�
" "
}. �
s
Limits
DAIIJY MONTHLY
AVERAGE
�� a
TXounds/da unds/da
�. Monitoring
:. y
Regmrementsv>"
reet�s_ ` Sa s+�
Mesttrm�nt Sample mple
;- - .:
Frequency Type" Location.:
_ -
Acenaphthene
0.098
0.037
lNear
Grab
Effluent
Acenaphthylcne
0.098
0.037
][Year
Grab
Effluent
Acrylonitrile
0.402
0.159
I/Year
Grab
Effluent
Anthracene
0.098
0.037
I/Year
lab
Effluent
Benzene
0.226
0.06I
I/Year
Z Grab
Effluent
Benzo(a)anthracene
0.098
0.037
'/Year
Effluent
3,4-Benzofluoranthene
0.101
0.038
1/Yeat-\\/
'Giab
Effluent
Benzo(k)fluoranthene
0.098
0.037
fYear'
Grab\
Effluent
Benzo(a)pyrene
0.101
0.038-
<' l/Year
Grab\
Effluent
Bis(2-ethylhexyl) phthalate
0.463
0.171
\1/Xcar
Grab
\Effluent
Carbon Tetrachloride
0,063
0.039,-
17Xe'q,,'
/ Grab
\Effluent
Chlorobenzene
0.046
0.025\
1/Year
Grab
Effluent
Chloroethane
0.445
0.173 \
-,,`-q/Year\ \
Grab
Effluent
Chloroform
- 0.076
.035 \
`IYxear \
\ Grab
Effluent
2-Chlorophenol
0.163�/
AYYf "\
\ \Drab
Effluent
Chrysene
0.00 (
0.P37,
, IYYear\
'"Grab
Effluent
Di-n-butyl phthalate
0.095\ \
0,041
\'/Year
Grab
Effluent
1,2-Dichlorobenzene
/ 0-.27,� \
\�/0.12
'];Year
Grab
Effluent
1,3-Dichlorobenzene /
% 0. \
\ <(1.051
\A; Year
Grab
Effluent
1,4-Dichlorobenzene \
0.046 \
\0:Q25
--.--,I/Year
Grab
Effluent
1,1-Dichloroethane
\.-0.098
003q
][Year
Grab
Effluent
1,2-Dichloroethane
\ `Q350
1 0.113
I/Year
Grab
Effluent
1,1-Dichloroethylene
"Q-641
7 10.027
I/Year
Grab
Effluent
1,2-trans-Dichloroethylene
0.0
% 0.035
I/Year
Grab
Effluent
2,4-Dichlorophenol
0.186\ .-
0.065
I/Year
Grab
Effluent
1,2-Dichloropropane
0.382
0.254
'[Year
Grab
Effluent
1,3-Dichloropropylene
0.073
0.048
][Year
Grab
Effluent
Diethyl phthalate
0.337
0.134
I/Year
-Grab
Effluent
2,4-Dimethylphenol
0A60
0.030
11Year
Grab
Effluent
Dimethyl phthalate
0.078
0.032
I/Year
Grab
Effluent
4,6-Dinitro-o-cresol
0.460
0.129
'[Year
Grab
Effluent
2,4-Dinitrophenol
0.204
0.118
I/Year
Grab
Effluent
2,4-Dinitrotoluene
0.473
0.188
I/Year
Grab
Effluent
Ethylbenzene
0.179
0.053
I/Year
Grab
Effluent
Fluoranthene
0-113
0.041
I/Year
Grab
Effluent
Fluorene
0.098
0.037
I/Year
Grab
Effluent
[Part A. (L) continues on next page]

Permit NC0003719
A. (1.) . EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS
(OCPSF - Continued)
Efiliieat''27
�� Cha a tei�ShCs� -
r x ; z , �
Liymits �.
_'Moa�rt©rinbQ�+`Reyu�'�rements,�>,
�x'_w3.
� •* f ,�.'���� �
",.,.
MA�MUM
ndsliia
mONTHLY_
,AVERAGE
ounds/da
��"
Measurement
Fq° Y&&
Sample
��
Typea
h
' Sample
°
Hexachlorobutadiene
0.081
0.033
1/Year
Grab
Effluent
Hexachloroethane
0.090
0.035
1/Year
Grab
Effluent
Methyl Chloride
0.315
0.143
1/Year
Grab
Effluent
Methylene Chloride
0.148
0.066
t/Year
Grab
Effluent
Naphthalene
0.098
0.037
1/Year
Grab
Effluent
Nitrobenzene
0.113
0.045
1/Year
Grab
Effluent
2-Nitrophenol
0.115
0.068
1/Year
Grab
Effluent
4-Nitrophenol
0.206
0.119
1/Year
lap
Effluent
Phenanthrene
0.098
0.037
1/Year
dab
Effluent
Phenol
0.043
0.025
1/Year
b
Effluent
Pyrene
0.111
0,041
1/Yeaf\v
Crab
Effluent
Tetrachloroethylene
0.093
0.037
LA'eaj/
Grail\
Effluent
Toluene
0.133
0.043
< 1 ar
Grab\
Effluent
1,2,4-Trichlorobenzene
0.232
0.113
lLeM
Grab
'fffluent
1, 1, 1 -Trichloroedme
0.090
0.035
1/Yeaz,
Grab
\E%fluent
t,1,2-Trichloroethane
0.090
0.035 \
` \ 1/Ye4 X
Grab
Effluent
Trichloroethlene
0.090
0.035
\\ /Year \ \
Grab
Effluent
Vinyl Chloride
0.445
�- t73
\ '- /Mean \
Grab
Effluent
Manitoruigy
CteristiesY
ts. � d
s �
� �° �, �,, irem
��
�Citaf;
, *L
� s �.. ,.�.'Re nsrements-�
rr �,
�k,}ur,
MONTALY
Measurement=
Samples
Sample "
�'�yfe w�+
MAXKMUMA
r }
=Frequency
��, �s»,t
TypegI�ocahonk
pouAs/ji
2,6-Dinitrototuene
\ \
0.423
\ 1/Quarter
Grab
Effluent
Total Chromium
4.597\ \
1.842
'J/Quarter
Grab
Effluent
Total Copper
5.610 \
2.401
1/Quarter
Grab
Effluent
Total Cyanide
1.992
\0.�7 l
1/Quarter
Grab
Effluent
Total Lead
1.145
\ 0.53.r
1/Quarter
Grab
Effluent
Total Nickel
6.605
3:805
1/Quarter
Grab
Effluent
Total Zinc
4.332
1.743
1/Quarter
Grab
Effluent
Footnotes:
1. Cyanide --The Division shall consider all cyanide values reported below the equivalent of
10 µg/L to be "compliant" with this permit. However, the Permittee shall submit all values ,
reported by a North Carolina -certified laboratory (even if values fall below I0 µg/L), and the
Permittee shall use these real values to calculate required averages, if any.

Permit NCO003719
A. (2.) ACUTE TOXICITY PASS/FAIL PERMIT LIMIT (QUARTERLY)
The Permittee shall conduct acute toxicity tests 1/Quarter using protocols defined in the North Carolina
Procedure Document entitled "Pass/Fail Methodologyfor Determining Acute Toxicity in a Single Effluent
Concentration" (Revised July, 1992 or subsequent versions). The monitoring shall be performed as a Fathead
Minnow (Pimephales promelas) 24-hour static test. The effluent concentration, at which there may be at no time
significant acute mortality, is 90% (defined as treatment two in the procedure document). Effluent samples for
self -monitoring purposes must be obtained during representative effluent discharge below all waste treatment.
The tests will be performed during the months of February, May, August, and November.
All toxicity testing results required as part of this permit condition will be entered on the Effluent Discharge
Monitoring Form (MR-1) for the month in which it was performed, using the parameter code TGE6C.
Additionally, DWQ Form AT-2 (original) is to be sent to the following address:
Attention: NC DENR / DWQ / Environmental Sciences
1621 Mail Service Center
Raleigh, N.C. 27699-1621
Completed Aquatic Toxicity Test Forms shall he filed with
days after the end of the reporting period for which the rep(
Test data shall be complete and accurate and include all
in association with the tonicity tests, as well as all dose!
toxicity sample must be measured and reported if chlora
Should there be no discharge of flow fro"acili
the Permittee will complete the inforpatitylded at
facility name, permit number, pipe n ber, coun4 and
Flow" in the continent area of the fo The reporthal
the address cited above. x
Branch no later than 30
rrii&allphysicak&asurements performed
eE l residual chilortnr' a of the effluent
for disinfection of the waste stream.
ch toxicity monitoring is required,
toxicity (AT) test form indicating the
r report with the notation of "No
Environmental Sciences Branch at
Should any single quarte�r y'moni ring'indicate a -failure tpmeet specified limits, then monthly.
monitoring will begin im�mediateln�d uA time tbat a,s ngle test is passed. Upon passing, this monthly
test requirement will reve to quarte"' in the months specified above.
Should the Permittee fail to rn��itor durmg) a inontli in which toxicity monitoring is required, then monthly
monitoring will begin immediately until s cYime that a single test is passed. Upon passing, this monthly test
requirement will revert to quarterly \the nponths specified above.
Should any test data from either these monitoring requirements or tests performed by the North Carolina Division
of Water Quality indicate potential impacts to the receiving stream, this permit may be re -opened and modified to
include alternate monitoring requirements or limits.
NOTE: Failure to achieve test conditions as specified in the cited document, such as minimum control organism
survival and appropriate environmental controls, shall constitute an invalid test and will require immediate
follow-up testing to be completed no later than the last day of the month following the month of the initial
monitoring.
NOTE: Failure to achieve test conditions as specified in the cited document, such as minimum control organism
survival and appropriate environmental controls, shall constitute an invalid test and will require immediate
follow-up testing to be completed no later than the last clay of the month following the month of the initial
monitoring_

Permit NC0003719
A. (3.) BIOCIDE APPROVAL
The Perxnittee shall obtain approval from the Division's Aquatic Toxicology Unit prior to discharging any
biocide (not previously approved by the Division) under this permit. Approval for use of any biocide not
previously The Permittee shall request approval of any new unauthorized biocide at least 90 days in advance of
planned usage.
Contact the Aquatic Toxicology Unit for detailed instructions on requesting biocide approval:
NC DENR / DWQ / Aquatic Toxicology Unit
1621 Mail Service Center
Raleigh, North Carolina 27699-1621
Concentrations of chromium, copper, or zinc added to biocides shall not exceed applicable water quality
standards or action Ievels in the receiving stream. /\
A. (4.) LABORATORY TEST -METHOD QUANTITATI,O.NLEtyELS AND COMPLIANCE
For a given parameter, the Permittee must perform, or cause to'perform, the state -, analytical test method
with a practical quantitation level (PQL) at or below the NPDE�permit limit. If n�t tecbnically feasible, the
Permittee shall employ the state -certified analysis with the lowest available test-metHod\PQL, and any value
reported as "not detected" by this test method shall{lie,4eemed `incompliance" with this,permit.
A. (5.) ABANDONING DI
On or before permit expiration
OCPSF-regulated wastewater
the Division's Fayetteville Re.
Concurrent with the aliove,�the 1
sufficient to convey 1006of its
(PWC) via its existing city�W'c
Plan (LTMP) activated May;��
31,�0,�1), the Fermittee sfiall discontinue all discharge of
,�ear ever, andshall formally abandon, to the satisfaction of
,e, .all,treated Vaste-to-surface-water facilities.
Il provide wastewater treatment system upgrades,
luent flow to the Fayetteville Public Works Commission
ierAlon, and update its existing Long Tenn Management
fiance with PWC's NPDES Pretreatment Program.
Should treatment -system upgradeslieq&re significant alteration to the existing system, the Permittee
shall apply to the Division's Construction Grants and Loans for an Authorization to Construct (ATC)
permit.

DENR / DWQ I NPDES Program, .toe IL Corporon, NPDES East
FACT SHEET FOR NPDES Permit Renewal
Permit NCO003719
INTRODUCTION
DAK Americas, LLC - Cedar Creek Site (herein referred to as DAK or the Permittee) requires a National
Pollutant Discharge Elimination System (NPDES) permit to discharge treated wastewater to the surface
waters of the state. The permittee's 5-year permit has expired and they have requested renewal from the
Division of Water Quality (the Division or DWQ). This Fact Sheet summarizes background information and
rationale used by the Division's NPDES Program to determine permit -limits and monitoring conditions.
FACILITY RECORDS REVIEW
Facility Description. DAK Americas, LLC (Table I) treats wastes from their manufacture of polyester resin
chips and also from neighbor_ ing DuPont Teijin Films (both OCPSF regulated). A Service Complex provides
utilities to both DAK and to DuPont including steam, cooling water, chilled water, demineralized water, and
wastewater treatment. The Service Complex also treats local domestic wastes from plant personnel.
Wastewater treatment facilities consists of flow equalization, spill basin, pH adjustment, oil skimming,
comminutor, dual aeration basins, clarifier, parshall flume, sludge pump station, dual aerobic digesters,
aerated biosolids holding basin, biosolids drying beds, and other associated equipment. With a decrease in
flow from 0.500 to 0.300 MGD, this plant will be downgraded from a Grade III to Grade H WWTP_
While maintaining its surface -water discharge, DAK connected to Fayetteville's sewer -collection system
on May 1, 2006 with average flow — 0.030 MGD to the Fayetteville Public Works Commission (PWC).
Facility Information
A licant/F'acili Name: - -, .,
DAK Americas, LLC — Cedar Creek Site
A licanfAddress:' -.
:: -
P.O. Box 1690, Fayetteville, North Carolina 28302
Facility -Address:.
3468 Cedar Creek Road; Fa etteville, North Carolina 28301
Perti itted Flow
_
0.300 MGD
T .' a of Waste:.
OCPSF Outfall 002 (95% industrial, 5% domestic)
Facility/Permit Status:.,:..•:..
Grade II / Active; Renewal
County:,
Cumberland County
Miscellaneous:.
Receiviri Siren :". "` .
Cape Fear River
Re oral Office: " = ' _
Fayetteville
Stream Classification:-
' = ` -
C
State Grid I
USGS Quad:
H23NE I
Cedar Creek, NC
303 d •Listed?.,;
No
;Permit.Writer: =
Joe Co ron
Subbasin:'� : ,
03-06-15
Date-:
10Mar09
Drainage Area(mi2):
` t '
4395
Lat. 34°-58' 7l" N Lon . 78147' 00" W
Summer.7, 14 (cfs).. _. '..:, .::
791
Winter 7Q14 (cfs): - : =
3022 cfs
Average Flow (cfs
4340
RIVAL Fact Sheet
Renewal -- NPDES Perniii NCO002305
- Page 1

PERMIT HISTORY AND CORRESPONDENCE
Previous Permit and Waste Load Allocation (WLA) -- Division WLA records for this facility date
previous Perm ittees from 1985. The previous permit (effective Jun 7, 2004 / expired Oct 31, 2006) included
a special condition providing detailed requirements for DAK's closure of the Monsanto facilities.
The Permittee's Renewal Application — With this renewal, DAK has requested the Division to consider
the discharge requirements for a proposed new OCPS)i-regulated plastic bottle recycle plant. DAK
anticipates applying for permit Authorization to Construct from DWQ's Construction Grants and Loans.
Closure of the Monsanto Plant — Previous Permittee, the Monsanto Company's Fayetteville Facility,
produced Ro_ undup®, a glyphosate-based pesticide/herbicide. This facility was formally closed and
demolished to the satisfaction of the Division, as specified in the permit modification, effective June 7,
2004. Accordingly, this renewal is no longer concerned with Monsanto -related chemicals in the discharge
(see Permitting Strategy). Moreover, Monsanto negotiated with Fayetteville's PWC to connect to the city's
sanitary sewer system and Fayetteville ran a city sewer line to this property.
Special Condition, A.(5.) to the previous permit addressed this newly completed sewer line, the closure of
the Monsanto plant, and the change -of -ownership in progress. This special condition required any new
ownerfrenewal applicant to justify flow needs and to.provide an Engineering Alternatives Analysis (EAA)
to justify continuing discharge to surface waters.
DAK's Engineering Alternatives Analysis (EAA) History -= Since assuming ownership of the facility,
DAK has continued to discharge under this permit, but also discharges approximately 0.030 MGD to the
city sewer (connected under PWC's Pretreatment Program on May 1, 2006).
Subsequent to notifying change -of -ownership, DAK submitted a -flow justification and EAA to evaluate
discharge alternatives (received August 30, 2004) in accord with previous permit Special Condition A.(5.),
The Division was dissatisfied with this EAA, requested clarification and additional information (Ietter of -
October 21, 2004), and DAK responded on December 8, 2004.
After additional review and correspondence, the Division again requested clarification, and DAK provided
a revised flow summary and new present -value costs for viable discharge alternatives (see Permittee's letter
received March 5, 2008). In this document, DAK concluded that they prefer (based on cost) to discontinue
their active discharge to the city sewer and to continue surface -water discharge under the NPDES permit.
Despite Division urgings, DAK will not request to rescind this permit, and has again requested renewal.
(For renewal decisions, and justification for DWQ's intent not to renew this permit, see Permitting
Strategy)..
Total Residual Chlorine (TRC) and Whole Effluent Toxicity (WET) Testing. Considering that DAK's
discharge constitutes less than one percent of the receiving stream (IWC 0.06% at 0.300 MGD), DAK
conducts acute WET testing to evaluate acute, end -of -pipe impacts to the receiving stream. This is
consistent with facilities statewide with an IWC less than 0.25%_ The DAK facility has passed WET test
consistently for the past 21 Quarters with one failure in May, 2003.TRC limit has also been added to the
permit (28 ug/L), consistent with the new statewide standard for chlorine. However, TRC values detected
below 50 ug/L will be considered compliant with the permit [see permit, Part 1. (A.), TRC footnote].
Fact Sheet for Pen -nit Renewal - 2009
NPDES NCO003719
Page 2

PERMITTING APPROACH -
Decision to Revoke This Permit — the Division intends to renew this permit, but for two years only. It
will expire in accord with the Cape Fear basinwide renewal schedule on October 31, 2011. The Division
will not consider further application to renew.
The Division notes that the Permittee's latest present -value costs for viable discharge alternatives range
within 12.8% considering, a) remaining connected to the city sewer, or b) continuing discharge to the Cape
Fear River. Historically, the Division has considered EAA discharge -alternative costs equally viable if
within l 5%. Considering the Division's directive under the NPDES Program to regionalize wastewater
treatment statewide, the Division disagrees with the Permittee's choice to abandon its city sewer
connection, and continue discharge to the Cape Fear River.
In support of this decision, state and federal statutes provide grounds and guidance to revoke a permit:
§40 CFR 122.64(a) (4) "The following are causes for terminating a permit during its term,
or for denying a permit renewal application:... (4) A change in any condition that requires
either a temporary or permanent reduction or elimination of any discharge or sludge use or
disposal practice controlled by the permit (for example, -plant closure or termination of
discharge by connection to a POM." and,
§15A NCAC 02H .0104(a)(3) °(a) Any permit issued pursuant to this Section is subject
to revocation or modification in whole or part pursuant to 40 CFR 122.62 or for any of
the following: ... (3) a change in any condition that requires either a temporary or
permanent reduction or limitation of the permitted discharge"
In light of DWQ's mission to eliminate point -source discharges in support of its Long Tenn Management
Plan (LTMP) or Pretreatment Program, we will allow this permit to expire and formally close and abandon
facilities discharging to the Cape Fear River. Upotf expiration, 100 % of this discharge will be conveyed to
the Fayetteville PWC for wastewater treatment under its existing Pre -Treatment Program permit [see
renewal Special Condition A. (5.)]_ This information will be outlined in the renewal cover letter.
Flow Limit and Instream Waste Concentration (TWC) Revised for Renewal — DAK has provided
revised flow estimates, (see DAK's letter received March 5, 2009), and the Division understands that this
facility now generates less wastewater at Outfall 002; flows averaging 0.175 MGD (range 0.131 to 0.243
MGD). Based on these new data, the Division will lower permit flow limit for final Outfall 002 from the
previous 0.500 MGD to 0300 MGD to comfortably accommodate the flow range. This revises the Instream
waste concentration (IWC) from the previous 0.24% to 0.06% of the receiving stream (based on a summer
7Q10 of 791 cfs). With a decrease in permitted flow from 0.500 to 0.300 MGD, this plant has been
downgraded from a Grade III to Grade H WWTP — parameter monitoring frequencies have been adjusted
accordingly.
Verifying Existing Stream Conditions — this facility discharges to the Cape Fear River [18-(26)], a Class
C waterbody, extending from the City of Fayetteville's water -supply intake to the mouth of Hammond
Creels, within the Cape Fear River Basin.
Fact Sheet for Permit Renewal.- 2009
NPDES NCO003719
Page 3

Renewal Staff` Report -- Pending a final technical review, the FRO recommends renewal of this
permit in accordance with the Basin Plan and comments presented herein.
Compliance Review - Notices of Violation (NOVs). This facility received BOD limit violations in
February of 2004, but has since has received no permit limit violations and no assessed penalties for 58
consecutive months (March 2004 through December 2008).
Stormwater Outfalls — DAK has requested that this renewal combine under a single permit, their effluent
discharge with their existing stormwater outfalls (see stormwater permit NCS000389). In light of the
Division's decision not to renew this permit, this request is hereby denied.
Federal Regulations Applicable to Renewal — With the DWQ-approved abandonment of discharges from
Monsanto (former Permittee) during the previous pen -nit cycle, this renewal hereby discontinues any
reference to categorical regulations concerning pesticides/herbicides. In accord with the Permittee's '
application to renew, the Division applied the following regulations for Organic Chemicals, Plastics and
Synthetic Fibers (OCPSF) for this renewal:
• §40 CFR 414.40, Subpart D, 414.41 Best Available Technology (BAT) for
Thermoplastic Resins, and
• §414.91 (b), Subpart I for Direct Discharge Point Sources That Use End -of -Pipe
Biological Treatment.
§40 CFR 414.40, Subpart D — The Division applied multipliers for the parameters BOD5 and TSS, as
required under OCPSF 414.40, Subpart D. Based on production, Section §414.41 BAT is appropriate
because DAK's previous and projected OCPSF volume exceeds five million pounds per year (310.25
million pounds projected for 2009), as outlined in the renewal application received December 11, 2008_
In keeping with EPA Region 4 guidance, DWQ used the actual reported long-term average flow (60
months from January 2005 through December 2008) of 0.199 MGD to calculate both Daily Maximum
and Monthly Average permit limits for BOD5 and TSS (Table 2).
Table 2. Parameter Limit Calculations
§40 CFR 414.40, Subpart D
low in MGD
Previous Limits
bsJda
Renewal Limits
bs./da
Parameter
For Daily
Maximum
For Monthly
Averse
Daily
Maximum
Monthly
Averse
Daily
Maximum
Monthly
Avers e
BOD, 5-day
64 x 0.199
24 x 0.199
115.7
43.5
21.1 I
15.45
TSS
130 x 0.199
40 x 0.199
235.7
72.5
215.76
66.39
H
6.0-9.0
6.0-9.0
6.0-9.0
6.0-9.0
6.0-9.0
6.0-9.0
1 The Division used the 4-year average flow of 0.200 MGD (Jan 2005 -- Dec 2008) for both Daily Maximum
and Monthly Average limits, as reeonunended by EPA.
Application of §40 CFR 414.91, Subpart I — This subpart requires the Permittee to monitor a list of 57
organic compounds, and 6 toxicants [including metals and cyanide; for toxicants limit calculations, see
Metals and Toxicants - Reasonable Potential Analysis (RPA)]. As dictated by this subpart, permit limits for
each of these 57 compounds were determined by a multiplier (in µg/L) times the process wastewater flow.
Again, the Division used the average flow of 0.199 MGD.
Fact Sheet foi- Permit Renewal - 2009
NPDES NCO003719
Page 4

Each parameter's resultant limit was further evaluated against existing state and federal standards to find the
more stringent (see attached XL spread sheet, Limit Calculations for 40CFR, Subpart I, 414.90 and 91).
Final values appear in the permit as mass limits not to exceed in lbs/day. The previous permit renewal
relaxed monitoring frequencies to 1/Year for organics and 1/Quarter for metals and cyanide. Based on
minimum or no detection of these parameters during the past permit cycle, the Division considers these
limits and monitoring conditions appropriate for this renewal.
Concerning Ammonia (NH3 as N) and Chemical Oxygen Demand (COD) — Previously permitted
parameter COD. - maximum reported 413 lbs/day, was not permit -limited at a flow rate of 0.500 MGD, and
was monitored I/Week. The Division recommends no changes to the permit for COD. Ammonia (NH3)
limits were adjusted proportionally to the revised effluent flow (0.500 to 0300 MGD) by multiplying 0.6
times the previous Daily Maximum and Monthly Average limits.
Metals and Toxicants - Reasonable Potential Analysis (RPA). Based on the previous permit, the
parameters of concern include Total Copper, Total Chromium, Total Cyanide, Total Lead, Total Nickel, and
Total Zinc. The -Division conducted an RPA to determine the "reasonable potential" for a given toxicant to
exceed its water -quality standards or criteria. The RPA evaluated on 60 months of data (12 to 15 samples
collected quarterly) during the period January 2005 through December 2008. At an IWC of 0.06%, none of
these parameters show reasonable potential to exceed water -quality standards. [These metals require limits
under 40 CFR despite RPA findings]
PROPOSED SCHEDULE OF ISSUANCE
Draft Peanut to Public Notice:
Permit Scheduled to Issue:
NPDES UNIT
If you have questions
Corporon at (919J 807
L�
NAME: CCU
A
April 22, 2009.
June 30, 2009
above information or on the attached permit, please contact Joe
.E a�Rr6 r
Fact Sheet for Permit Renewal - 2009
RTPDI S NCO003719
Page 5

OCPSF Subpart I Calculallo ns
OAK Americas, LLC -- Faytitleviilo, NC
.:� 711FACILM'-6
4 ar -
,t:,
Joe Corporon, NPDGS East, 26Mat09
• NPAEs Pemrii # .5
NCOOG3719
^ 1 oCP3FE1o�*
..c.:Qp
0.2 MOD IDCPSF flow adjusted From previous 0.2179 MOD to 0,20 MGD, in accord with the renewal application i
a5
0.30 MOO
�4 wsc>e�y�
na Limit Calculations per 40 CFR, Subpart I -- 414.90 and 91
y! 7QFOs
791 cfs(Comparisons tostate standards and critedit)
venv Skein Flow'..21
4,3H1 cfa'
� "�� , ,,•3y
" Standards and Criteria UWat@d 27Ma12009 - changes to previous permit in blue
Stastdwds uo Ceitcl is
5;.. .6, -r. 1, 7 - 8' 91. 10 11 12 13 14 15 16 17
aphlheae _ _
59•
ZZ.
0.098' _
0A37
lu
60
None
2G
na
_ 60
253.52
0.098 _
DD99
- - OCPSF 0098 !]btlday__ _
0:037 ,
eph6tyleue
59
22.
6.098
0.037
FC
none
nurse
roue
no
»
noac_
OA98
(]CPSF_L-9.098 }Ibsmay
0.037
onitrile
242
96
0.402
0.159
FC
ttone
0.25
0.051
yes
_none
O,IS
5,84
_ 0.40a
_0_098
-
! s 0.402 Ibsldey
_
0.159
_
raceme
59
22
0.098.
D.037,
1C
0,05
40000
96M
no
D.05
0.21i
0.D9$
-0.402
0.048
_OCPSF
1 OCPSF T 01098 t)bslday_ s
0�037
me
136•
_ _
37
0226
0.061
Ss
tone
51
1.19
yes
51.00
1191
0.22E
0.226
_ _ _
'! _0ePiF '0.228 ILalday, _
Ol>61
a(a)azuhracent
59
w
22
0,098
- 0.037 '
PC
Italic
0.03 t 1
0.0023
yes
0.03
0.73
0.099
0.098
�u0,101
_ OCPSF 0,0!78. _ (lbsmay
1A37
flular auto
krtmnuorattthene ,-
61
61
_ 23'_
0.101
0.438'
FC
11nne
4.0311
0.0028
yes
8.01 -
0.73
0.Fg1-
�t7CPSF•-0.}OI _�lhslday
0.038-_
o(k) t»
___
ZZ
0.099.
0,037,
rc
none
0.0311
0.0020
yea
0,03
0.73
0.098
0.D96
__OCPSF 0098 Ibslday
o(a)pyrene
61
23 _
0.161,
0038
PC..
na�se
0,0311
0.002E
yes
0,03
6.73
0_101
0.101
OCPSF 0101 tIINMay
0.038
tlhylhexyl).phthelale„
279;
_ . _
_ ^. I03,
0.463 _
. 0.171 .,.,
PC
note
,
2.2
,
Ll
ycs-,.
2.20 .,
_ _._ 31.38
__.0.463 _
r 0.163
L_. _
OCPSF _0463_ „�lbslday »-_
_.,., . --
_
0.17_�r
Its Tetrachloride
33
1$
0.063,
0.030
SS
Italic
1.6
0.254
yes
1.6 _
37.37
0.063
0.663
r
i O�PSF _6.063 Tlbslday r
O,D30
- -
nbmzene _....
28. _
_ f5r
0.046
0.025
it
130
Wane
140
m
130
554
_0.046 -
0.046
J0.445
_
.YOCPSF_: 0.046 c I"ay
-
r..6.45
.
_0.023-
oetbane _ M
268
104'
0.445
0.173
- FC
none
none
nape
no.
none
none
0.445
t t7CPSF Ilbsiday.
WOCPSF
0._173
vfottn
46,
21'
0.076
0.035
SS
none
170
5.6
yes..
170
3970
0.076
0.076`
µ'_ - 0.076 • Ibslday.
y0a63rlbslday
0.035�
amphenal _
98'
31m
0.163'
0A5L
FC
none
4D0
0.1
sas
400
1703
0.163
0.163
yOCPSF i0_031
�0.098
sere
39
'.'22
0.098
0.037'
17,
none
0.018
noise
yea
0A2
0.098
0.098
OCPSF • Wday
0.037
_.
butylrphthalatc
_
57' _
- .
_27• .,
•
_0.095'
0.045
FC
9
_ _
norm
_ _
nooc
na
_6619
10
40.46
0.005
O.D95
_
_.5 -OCPSF 0.095 ?Ibslday'...._
1
"5__
hchlorobelszene
163
77
0.271
0.124
FC
470
17fl00
2700
tw
470
2002
0.271
0,271
OCPSF 0.271 t Ibs/day,__ -
0.128
)ichlarobcnzane J . -
_
4/
_
_ 31 _. _
0.073 _
0.051 I
FIC
390
2600
40O
no
390 _
1661
R O.073 �
i _O 73
OCPSFf 7 0.073 lbslday _.t
0.051-
hchlorobettune
28
IS
0.046
0.023s
PC
100
2600
400
to
101)
- 426
0.046
0.046
pCP5F -G 0046 tlbsrday _
O.O15_
)iclsloaoclhatm
59,
_ 22
0.0%
0.037.
FC
200(l0
170M
6700
]to!
20.0DO
_$5.172
W _ 0.098
0.098
_ OCPSF ­ 0098_ FIbslday
_0.037
)ichloroethane
III _
69�
0350,
0.113
FC
none
37
G-M
yes
37
864
0350 _
0.350_
t OCPSF_ �0.350 ! lbsfday_
0.113
)ichlorodhylute
25;.
1G
0.041
0.027
FC
no
7IDO
330
yes
7A00
165,817.
,-0.041
0.041
_._OCPSF_ 1 t"I , j lbslday__,__
,
0,027
ians•Dichlmvtthylene t
54
_2lt
O.M.
0.035.
1C
none
IOD00
140
no
10,000 N
N42,596
0,090
0.090
OCPSF 0.090
D.035
112
39
0.196
0.065
FC
no
oo
D
..sIbslday
62W
_ sdY.. -_0^fl6S)chlorophelol
,-OCPSF
_
)ehlaropropane ,•
230_
__ 153
0,382,
0.254
PC
none
15
0.5
1� -
15
_m_
- 64
71.382
0.392
w 0.382�1lbsrday-
�OCPSFJ
_0.254 .
)ichloropropylene
44.
29
0.073
0.048,
FC ,
none
21
_ 0.31
no
2l
89
0.073
-� 0.073
,� Ibslday -
0.048r_
nyl ph slate _
IN
SI
0.337
,
0.134
_
FC
_
I20D
snit
limit
no
1.20ti
51110
0337
0.337
•0.073,•.,b
OCPSF_0.337_ Its/day
-•]bsiday
)imethylphenol
36,
1$
0.060
0.030,
SS
320
tore
ttote
na
320
1,363
_0.060
__ 0.060
_ OCPSF 0.060!__0.030
. ._
rlhyl phthalate
47,
_
19 •
0.078
0.032
FC
3400
none
none
no
3,400
14,479
0,0-A
0.078
0.078 • Ibsfday --'
0.032_
?iniisv o cnsoi
2"
_
78
0.460'
0.129
fi
none
765
13.4
na
765
3,258
0.460-
0,46D
_._OCPSF _
DCPSF � 0460 Albs/day
0_129
]ittitrophtrsal -- - --
123._ ^ - 71•--
0.204
0.118
- _FC
- -1
26
note
none
__
na ...
r_ 26 - -
- •�_1.�.O.Z04��
111
-_-OCPSF
..s.lbslday�
Nnitrotoluene
295
113,_
0.473
0.188_
_ 11C
none
3.4 _
0,11 _.
yes,
_ 34
_ •
79 ,
0.473,
_0.201»
0.473
_0.26i -'_-0.118J
_ . QCPSP 0.473 Ft)aday
0.rs8
)intnvtoluene
641
255.
1.064
OA23
fC
none
0.048
0.71
no
0.648
0.20
i.064
0.204
WQ Staridnid� 81_.7 • uZf
0.423
- -
Ihenzene
_ _
108
.
32.
0.179
0.053.
FC
97
Wax
ism
no
97
413'
679
_ 0.1'f4
-
OCPSF 0.179 lbsiday
'OCPSF
0.053
anthene
68
25,
O.113
0.041 _
FC
0,11
_ none
nn11c
no
_ 6A 1'
D.47 _
'_ 0.10
0.113
_ 0-113 lbs/dsy
0.041 •
gene
59
22
r
0.09B,
0.037'
IC
46
none
Wone
no -
46
196.,
t .0.098 _,
0-098�_�
OCISF r 0.098 th0day
.
0.037
lemosobenzene
28,
_ 55� -
0.046
OA25
NC
none'
0.00028
0.DD029
yes
r1DOD3
_ 0.007_
0.046
y 0.007
_WQ Standazd • 2 6 _ ugli
0025
chlorobutadiene
49._
20
0.081
0.033
SS
none
f8
0'"
yes .,
18.0
420
- 0.081
0.081
_ _0CPSF_,__0.08!_ +k&&Y
0.033
cwawctilane
54"
21,
0.090 _ .-
eon
FC
hone
3.3
1A
yes
13 _
„77'
0.090
.0.090�
OCPSF '_ 0,090 tbslday
-
-0.035_
yl Chloride
.
,. 86_
0315
0-143
FIr
none _
96
2.6
no
96
409
0.315
- 0.315
_ _-OCPSF 1_ -0.315 I lbslday
0A4
_ _ . _ _
ylrnpChlarilie
_ _190_
89
40
0.148
0.066
FC
none
590
_
46
yes
590
l3^779
0.146
O.F4ti
OCPSF__ O.IdB_- lbsld2y
_
nhalene
39', _
_
22
0.098 i.
0,037
F5
330
none
none
Ito
.330
t,405
_ - 0.098
0.098
_
_rOCPSF _ '0.098 • IbsMay
_fl.t766
0.017
lbeneent
68
27_
0.113
0.045
FC
_
none
30
17
no
30
128
0313 _,
_ 0.113
OCPSF_ i 0.1 k3 _; lbslday.
0,045_
_
69
41
0.115
OMB
FC
8000
nwe
110ne
no
84i00
34,069
0.115
0-113
- 'OCPSF 7 0.115 » lbsldpy
0.068
nophenol
_
124-
_ _ . _
72'
_
0.206
0.119•
IC
750
Erotic,
270
na
• 730
3,194
- 04D6
0.206
OCPSFlbyday
0.119 .
anlhrene
59-_
22
0.D9B
0,037
FC
none
none
none
no
nom
none
0.099
0.098
OCPSF s 0,098� 1Ibslday
UP
2$
_
IS
- 0.043;
OA23'
1C
none
300
340.
_ no
300
1,278
0.043
'0.043
_ OCPSF ,0.04_3 _Llbs7day _
0.025
4J)51200e

v
Daily
Manlllly
I)ally^*3 P11#pltlllly
r
, AgtudeHealth
'Life,
!FUnks
♦AVen6GMaxrmtun,
-
ZNI�i
,widardStandard�,M
l'
?
�
«,Llmi(/
Ibdd a' k'llislda , eandW
I ;"�
`'y _
c( 1
r
^
s lbalda
kl 'S
Fbs/da` f
'biLM
;� sHeeedOli:
:~cii�dt'
s...
-1bs/d
Pyrene
67:
- 25_
_ 0111!
. - 0.0411
FC _ _-
tlane
_ 4000 ..
-830
tw
4.000_
_!.- . _1TA34 _
0.111 ! 0,111,._..,OCPSF
0._111._
lhslday..._
1 0.041
Tatrachloruethylene , _
- 56
22
0.093•
0,037
SS
_ none
303
0.7
yes
303_
7,076
y_- 0.093-
,-OA93 '
OCPSF �OR93
_
_Ibalday
v _ -0A37~
Toluene _
80
.. 26
0.133.
0,043 .
- S5
11
none
twne
na
I I
47
0.133
0.133
OCPSF 0.133--
i lbslday
0.043.
Total Chronnwn
_ - - -
2770� 1110
-- �- _
4.54T1
� 1.g42
SS
50
rw,re .
twos _
_ uo .._
SD _
213
_ -_-.
4.597 4.597 OCPSF 4.597 _� Ibalday_
Total Copper
3380
1450
_
..2.4D7.
SS -AL
7
none
1300
110
7
30
5,610 s
5.610-
1lbslday_
TatalCyauida,.... ._.,
_ 1200
_
420.
_5.610r_
_ 1."2;
0.697
SS _
5
220000
70D
rra
5
2F __
_5.1510
_ 1.992
1.992
_OCPSF
OCPSF 1.992
11bWlty.._
{
TO,Lead
_ ffo(
._.
320
1.145,
_. ., .
0.531
SS
25
none
none
u0
25
106
_;
1143
1.14S�,�OCPSF
i 1.145
_
.IbsldaY,y,,-_l1.i31
..0.697_
_
TOW Nickel- __ T
_ 3980-_
. .
_ 6,605.
_
1805,
SS
88
4600
25
n0
_
88
. . _....._,..
375
6.605
6.605 _;
OCPSF ' 6.005
-
; Ibs/day
2.805
Tom171oc
2610
Mai
0;
4.3324_
_
1.743
SS -AL
50
aunt
bone
ra
50
213
4332
: _
OCPSP` 4.332_
fbsfday,
1.743
1,2,4-Tdchlarobeareru_ ,
140
69,
0.232,
0.113
fc
61
rwrx
15
00 .
61
_
2W
0.232
�4.332
0.232
OCPSF
:16s/dAyY.•
1,1,1-Trichlonxtham
54
_
21
0,090-
0035
F4
none
4.4
0,54
_
na
, _
4.4
_- _ _r _0_232
19 0:090 0,090 OCPSF 1 0094 lbs/day
_fl,113
r 0.03i-
I,i,2-TrichlorOethant �. ,
- 54'
_21.
0_0%
0.035
1'C
none
16
0.59
yes
16
374
0.090
0.490
OCPSP
Fbslday
003i
Trichlooethytent _..__.��
14)�
-263
21'
0.090
_�0-0351
FC
Inane
30
2.5
}tin
3D
701
0-M
--D.445
0.09V_
_ _0094
_IXpSF. 0.090^-
.rhmay_
fl.035.
VIR Chloride 104 O,i4S.
0.173
SS
none
2A
0.025
5
2.4
_
56� ^
_W
-D,445 t OCPSF T 0.445
lbsdda
' 0,1731
Colatms Calcs:
I
OCPSF Guidelines (see 40 CFR 414.90)
2
OCPSF Guidelines (see 40 C1R 414.90)
3
col 1 •OCPSF Flow • 8.3411 OW
4
eel 2 •OCPSF Flaw • 8.301000
5, 6, 7, B, 9
from Fed lllate water quality standards
10
if WS class then find minimum of cal 6, 7, & B. 011serwise find minimum of cal 6 &. 7- [i.e., which is the more stringent I
11
if panmeler is a carcinogen that all load. 8.34 • Qavg• col 10 ltODO. Uthrrwise all load a 8.34 •7Q10 • col 10 /1000.
12
copy of column 3
13
find rninirnun of cal 11 and 12.
14
note which load is lower.
15
if htnit is not based on QCPSF guidelines then calculate concentration based on Qp. Otherwise copy OCPSF load
16
if limit is not based on QCFSF guidelines then use units of'ugfl'. Otherwise use Idslday'.
17
If limit is not based on OCPSF guidelines then Ipave balnk. Otherwise copy OCPSF limits from cal. 4.
4l1&2009
M

Monthly Average F
Jan-05
0.179
Feb-05
0.194
Mar-05
0.178
Apr-05
0.085
May-05
0.032
Jun-05 0.189
Jul-05 0.278
Aug-05 0.242
Sep-05 0.147
0ct-05 0.203
Nov-05 0.282
Dec-05 0.227
Jan-06 0.209
Feb-06 0.209
Mar-06 0.203
Apr-06 0.173
May-06 0200
Jun-06 0.191
Jul-06 0.276
Aug-06 0.388
Sep-06 0.358
Oct-06 0.182
Nov-06 0.284
Dec-06 0.260
Jan-07 0.236
Feb-07 0.306
Mar-07 0.166
Apr-07 0.126
May-07 0.171
Jun-07 0.177
Jul-07 0.209
Aug-07 0.198
Sep=07 0.221
Oct-07 0.141
Nov-07 0.118
Dec-07 0.154
Jan-08 0203
Feb-08 0.229
Mar-08 0.176
Apr-08 0.182
May-08 0.165
Jun-08 0.223
J ul-08 0.288
Aug-08 0.256
Sep-08 0.211
Oct-08 0.175
Nov-08 0.170
Dec-08 0.182
Joe`s Notes - Limits Calculations
'lows in MGD ❑AK Americas, LLC NCO003719
Flow History (MGD):
0.199 4-Year Ave (Jan2005-DeC2008)
0.388 Highest Monthly Average (Aug 2006)
0.032 Lowest Monthly Ave (May 2005)
0.603 Max daily flow (Sep 10, 2008) for Jan2005-Dec2008
... according to 40 CFR, Subpart D, 414.41 (BPT)
Limits Calc: Daily Max . Monthly Ave
BOD5 64 x 0.603 = 38.59 mg/L 24 x 0.388 = 9.31 mg/L
TSS 130 x 0.603 = 78.39 mg/1- 40 x 0.388 = 15.52 mg/L
Do not use. Do not use.
Considering EPA prefers to use the 4-year average flow:
BOD5 BPT mg/L Limit
Daily Max (64 x 0.199 MGD) 64 12.72 21.11 Ibs/day
Monthly Ave (24 x 0.199 MGD) 24 9-31 15.45 Ibs/day
TSS
Daily Max (130 x 0.199 MGD) 130 25.84 215.76 Ibs/day
Monthly Ave (40 x 0.199 MGD) 40 7.95 66.39 Ibs/day
COD

IWC Calculations
DAK Americas, LLC - Cedar Creek Site
N CO003719
Prepared By: Joe Corporon, NPDES Program
Enter Permitted Flow (MGD): 0.300
Enter s7010(cfs): 791
Enter w7Q10 (cfs):
Residual Chlorine
Ammonia (NH3 as N)
(summer)
7010 (CFS)
791
7010 (CFS)
PERMITTED FLOW (MGD)
0.3
PERMITTED FLOW (MGD)
PERMITTED FLOW (CFS)
0.465
PERMITTED FLOW (CFS)
STREAM STD (UG/L)
17.0
STREAM STD (MG/L)
UPS BACKGROUND LEVEL (1
0
UPS BACKGROUND LEVEL (MG/L)
IWC (%)
0.06
IWC (%)
Allowable Conc. (ug/l)
28,935
Allowable Conc. (mg/l)
Ammonia (NH3 as N)
(winter)
Fecal Limit
(if DF >331- Monitor)
(It DF <331; Limit)
Dilution Factor (DF)
PDES Server/Current Versions/IWC
7010 (CFS)
Not Required PERMITTED FLOW (MGD)
PERMITTED FLOW (CFS)
STREAM STD (MG/L)
1,102 UPS BACKGROUND LEVEL (MG/L)
IWC (%)
Allowable Conc. (mg/1)
791
0.30
0.465
1.0
0.22
0.06
1328
791
0.3
0.465
1.8
o.22
0.06
2,689
4A W009

LLc-
j ORANAGC AREA 7
_ APPAM.&A ACRES � �5t)B A 3 A
f OY PlPERVIQyS jy _.l „_„_..._.._.•,.1 P/RRN APME .1 OCRES .
RMERVM
ALPHA AVENUE.
�y
PROK IT
NEL
y TIC LNE TTP. g
_ WAN AwACi AREA 4
*I r n APRON 4 ACRE
R j I w NH w17SI. , �4
uN AGE AREA
BRAVO AVENUEy4i1y°sE AIM i�va FrKL y
uIF 0 PA IALt y {�
i PMIRW �a i ITo ,u[ f P 1F i Ali°� C
AREA s T i �� • oRANAaE
j APPNOY• T•1 ACRCS O FIL I APPE APPRAGE CA q
G/fARLC AVCNL( - FTTT T tYlj7" wfRE, 651riERtndA Ot 5 ACRES
Oul
f © I ! GGG-111I
M•
I RE O
q j WATER
to AY ANAOE ARCH TFALL
1I Sal RAAPERV
I
N DELTA AVENUE
FBI n PPR E AREA T vdSE.
J �R"A4[ ARLA 11
R O D 0 0 O i � APPRo 60 ACREiOuS Ox 1.1 >I. , ACRL
six ERVqus / / 1rrLL °x RA Rvr
i _ _ - E E
'I oIp CNI • •� • •� ,,•—•_ VIcHc Av / • MANAGE AREA 11
AYIOPERI! �•! _APP"X,I E GIA
K' ECHO AVENUE /
'y >^��• kAyl TREATMENT F
-
P IF
FOX NOT AVENl1t T"'...........
ll �. j •
P
R
I
= car AVENUE
I
' I
R 1
OL)IrN L
�.✓ OUJI-ALL SCALE, r,'■ 200, G
DUVALL -
L G 1CONCRETC MICH,
favLR ,IATER .
NALpITTAAt PLANT OUIP&L
bA
HOTEL AVENUE tip ^^ MONEANToIM, P '
j � ,•' / s
X
SITE
VOA AVENUE b i •� FAY TTEVIIL" ESITE
Yi I147 743b O1 C 1001 A
aa+ETTE AVEMI[ '� W �'" � b Ing
oicioo1
4fMG.1rLA lM1At[1� NNANANE � �.T r. � p f1 _ ! Al iN � � ��K+A�MAinan.nunH1AlL4laiwn[.In YNIAun�InlMP��

Whole Effluent Toxicity Testing Self -Monitoring Summary March 16, 2009
FACILITY REQUIREMENT
YEAR JAN
FER
MAR APR
MAY
KIN
JUL
AUC SF,P
Oc I'
NOV
DEC
CWS The Harbour Well #4 WTP Chr Qtr Monit 90-A
Cr-7i7dPF
2005 -
-
- -
--
Fee
-
-- Fall '
—
—
Pass
NC0086606MI Begin 4/1/2005 Frequency Q Mar Jun Sep Dec
` N-Comp,
2eo8 —
--
FAA -
--
Fee
-
- Fai
-
-
Fell
County. bedsit Region: MRO Subbasin:CT1332
2007 --
---
Fax -
--
FAA
-
- Fad
-
--
Fog
PF: NA special
2006 -
-
PAA -»
-
pAA
--
- Fad
-
-
Fad
7Q10: IWC(%) Wes;
2000 -
+
CWS The Point WVP-Well 0I Chr QnMmrit:90%
Ceri7dPF
2005 --
-
-• _.
_
F.x
-
- Fed
--
Fan
NCO086592MOI Begin 511J2005 Frequency: Q Mu Jun Sep Dee
* NonComp:
2000 •-
-
Feu --
---
Fail
--
- Fal
-
-_
Fail
Cavnty: IM&D R.0m; MRO Subbasin: CM32
2007 ---
-
Fai
F.il
-
- F.9
-
-
Fall
PF: NA saseist
2DD8 ._
_-
Fell - -.
_
Fall
---
- F.q
-
-
Peil
7QIO- IWC('/.) Older:
2009 -
-
CWS Willowbrook chrlim:90%Qa 0.01 or 0.06 MUD
CcrilldPF
2ws Pate
-
- Paula
--
-
Pass
•-• -
Pau
-
-
NC00M]7ai001 Begin511/2009 F'requeney.0 Jan Apr Jul Oct
* NunComp,Single
2006 paa
-
- Pass
-
-
Pass
- -
pas
-
,-
County, Wake Region: RRO Subbasim NEU02
2007 Pass
-
- Pass
•-•
-
Peso
- -
Part
-
-
PF: 0.030 sperul
2006 Peat
-
- Per
.100
a100
Pass
- -
Pees
-
-
7Q10: 0.0 IWC(%) ID0.0 Order:
2009 Pau
DAK Americas,LLC - Cedar Creek Site 24hrplfaclim:90%Rhd(combined oulfall) FIhd24PF
k 2W5 =
Peas
- -
Pass
•••
-
Pan -
-
Pau
-
NC0003719/002 Begin 1/1/1996 Frequency Q PIF + Fcb May Aug Nov
NonComp:Singlo
2D08 •-
pose
- -
peso
--
--
Pus -
--
Peas -
-
County. Cumberland Region: FRO Subbasin: CPF15
2001 -
Pane
•- --
Pau
-••
-
Pau -•
-.
Pen
-
PF: 1.3 St.6.1
2000 ._
Put
_. -.-
Pan
•_
_-
Pan ••.
_-
Pen
•--
7Q10:791.0 IWC(%)0.25 Ord.:
2009 -
DAK Americas, LLC-Cape Fear.5fte 24hr pifac lim: 90% ([hit
FIhd24PF
2006 Pan
-
- Pupa
-
--
Past
- -
Pus
--
-••
NCD000603=1 ftit51U2007 Frequency-Q + Jan Apr Jul Oct
Noncomp:Stngle
20M Pas
-
- Pass
--
-
Pass
Pan
--
-- ,
County. Brunswick Region: WIRO Subbesln:CPF17
Not pan
-
- Peas
Pon
- -
peat
-
-
PF: 10 Spcci.t
20" Pen
-
- Peu
-
-
Pasa
- -
Pass
---
- '
7QI0:918 IWC(OA)0.38 Ord.:
2009 Pan
,
DoUssWWTP chtlim:90%
Ceri7dPF
2005 --
Poop
-- -'
Pen
-
--
Pas •••
--
Pas
•»
NCO,069999 Di aeon3/1/2W2 Frequency..Q F•ebMoyAugNov
+ NonCamp:5lNOLt:
2008 •-
Pass
- -.
Pas
-
_-
Pau --
»-
Fall
r100
Comedy. Gag" Region: MRO Subbain: CT036
2007 0130
Pasa
-- --
Pan
--
--
Fe'I 9487
r100
riRf,nvslld
--
PF: 0.60 spect.I
2008 -
Pas
_. _.
Pon
-
-.
Peas -.
..-
Pan
7QIO:0075 IWC(%)92.52 Order:
2009 -
Danlrl Stowe Botanical Gamden Chr Lim: 90a/.
Crril!&F
2005 -
•-
- -
--
--
-
- -
--
-
-
NCOOBB6841001 Begin 711/2006 Frequency Q Mar Jun Sep Dec
NonComp:
2006 -
-
- ---
--
-
-
-^ --
-
-
--
County: Gaston Rrgion: MRO Subbasin: CTH37
20D7-
PF:0.0038 Sp-L.l
20oa -
-
Fox --
-
H
--
»- H
-
...
H
71)10; 0 lwc(/r) too
Dare County-I001(HO)WTP 24hr pol sic monil: 90%mysid
Myad24PF
2005 Pal
-
- Pass
-•
•-
Fail
-• -
Fall
•••
_
NCO070157/001 Begin 2I12009 Frequency;Q Jan Apr Jul Oct
NonCpmp-
20oa Pas
-
-• Pass
-•
--
Pau
-• --
Pan
•-
-
County: Dare Regions WARO Subbasin: PAS56
21J07 Pets
-
- Pass
--
•-
Fail
-• --
pas
•-
- ,
PF: NA special
2008 Pets
--
- Pass
-
-
Pass
- -•
pass I
•-
-
7Q10: Tidal IWC(%) NA Order;
2DO9 Pest
Dare County-/UO2(RO)WTP 24hr p/fac manic: 90% mysid
Mysd24Pl`
2005 Far
-
_ Pau
--
-
Peas
- -
Pau
-
-
NC007015W002 Begin 21ln009 Frequency. Q Jan Apr Jui Ocl
NrmCcimp:
2000 Pas
-
- Past
---
••
Fad
- -
Fall
•••
-
County. Due Region: WARO Subbasin: PAS56
2007 pan
-
- Pal
- -
--
Pass
-- -
Pas
•-
-
PF: 1.42 spac;d
20M pass
-
- pact
--
-
Pas
- -•
Pass
-
-
7QIO: Tidal (WC(54)NA Order:
20D9 Pan
' Dawson International Prop•Albcrimarle cht Ulm 90%
Cen7dFP
2005 Pas
-
- Pasa
-
--
H
- -
Pau
•••
-
NCO086487/001 Begin 6/i/2004 FregmencYQ Jan Apr Jul Oct
+ NonComp:Single
2009 Pen
--
••• RRIFall
W"rv#W
9447
Pas
- -
toved,F411
>J00
RR
County: 9unly Rcgituv. MJ(O $ubbosiu: YAD08
20c7 r•...
-
_- rap
>tao
e4.87
Peso
- -
ran
•-
- -
PP:OVII SP--W
2008 Pau
-
-. Pan -
-
-
Paul
- -
Pau
-
-
7QL0:0.0 IWC(%)too Ord.:
2009 H
Beer Chase Subdivision M WTP slu lim: 9D%040.05 in 0. ( I of 0.22 MGD Cai7d"
20M Pau
-
- Pus
-
-
Pau
- --
NC0063746rW I Begin 61141008 Frequency Q Jan Apr Jul Oct
+ No icurn0ingle
2006 Pais
-
- Pau
-
-
Pest
- -
pan
-
-
County. Wake Region: RRO Sublissim NEU02
2007 Pau
-
- Pass
-
-
Pau
- -
Fag
>100
-100
PF:0.05 SP-1-1
2" Peso
-
- 1nvw
Fall
>10D
L Paas,at00
- -
Pan
-•
-
7Q10: 0.0 IWC(%) too Order:
2009 Pon
g Pre 2005 Data Avallablc
LEGEND:
PERM - Permit Requirement LEI' - Administrative Letter- Target Frequency - Monitoring frequency: Q- Quarterly; M- Monthly; BM- Bimonthly; SA- Semiandually; A. Annually; OWD• Only when discharging; D- Discontinued monitoring requirement
Begin - Firal month rreoqquired 7Q 10 Receiving atrcam low Row criterirm (cO} +. quarterly monitoring increaser to monthly upaut failure or NR Months Net Seating most occur - es. Jan, Apr, Jul, Oct NonComp - Current Compliance Requrement
PF-Pcrmised Duw(M6I3) tWC'L-fnstream wade concentration Pfl-Pas✓Fail test AC - Acute CHR-Chronic
Data Notation: f • Fathead Minnow; 0 - Ceriodaphnis sp.; my - Mysid shrimp; ChV - Chronic value; P • Mortality of slated Percentage at highest concentration; at - Performed by DWQ Aquatic Tex Unit; In - Bad test
Reporting Notation: --• - Data not required; NR - Not reported Facility Activity Status: I - Inactive, N • Newly lnued(To construct); H - Active but not discharging; t-More data available lot month in question; = ORC signature needed
15

NC DENR - DTVISON OF WATER QUALITY
.0311 CAPE FEAR RIVER BASIN
2B .0300
Class
Name of Stream Description
Class
Date
Index No.
Greens Creek (Holmes Pond) From source to McPherson
WS-IV,B
08/03/92
18-24-3-3
Creek
Evans Lake Entire lake and connecting
WS-IV
08/03/92
18-25
stream to Cape Fear River
CAPE FEAR RIVER From a point 0.5 mile
WS-IV;CA
08/03/92
18-(25.5)
upstream of City of
Fayetteville water supply'
intake to City of
Fayetteville water supply
intake
CAPS FEAR RIVER
Cross Creek (Big Cross
Creek) (Texas Pond, smith
Lake, Rose Lake)
From City of Fayetteville
water supply intake to
mouth of Hammond Creek
From Source to a point 0.5
mile upstream of water
supply intake at Murchison
Road in Fayetteville
unnamed Tributary near From source to dam at
Rosehill Road (Country Club Country Club Lake
Lake)
unnamed Tributary near
Rosehill Road
Cross Creek (Big Cross
Creek)
Cross Creek (Big Cross
Creek)
From dam at Country Club
Lake to Cross Creek
From a point 0.5 mile
upstream of water supply
intake to water supply_
intake at Murchison Road.in
Fayetteville
From water supply intake at
Murchison Road in
Fayetteville to Cape Fear
River
C
WS-IV
ws-IV,B
Ws -Iv
WS-IV;CA
A
Little Cross Creek (Bonnie From Source to a point 0.5 WS-IV
Doone Lake, Kornbow Lake, mile upstream of backwaters
Mintz Pond) of Glenville Lake
Little Cross Creek From a point 0.5 mile WS-IV;CA
(Glenville Lake) upstream of backwaters of
Glenville Lake to dam at
Glenville Lake
04/01/59 18-(26)
08/03/92 18-27-(1)
OB/03/92 18-27-2-(1)
08/03/92 18-27-2-(2)
Os/o3/92 18-27-(2.5)
03/01/77 18-27-(3)
08/03/92 18-27-4-(1)
09/03/92 18-27-4-(I.5)
Little Cross Creek
From
dam at
Glenville Lake
C
03/01/77
1B-27-4-(2)
to Cross Creek
Blounts-Creek
From
source
to
Cross Creek
C
03/01/77
18-27-5 .
Branson Creek (Branson Lake)
From
source
to
Blounts Creek
C
03/01/77
18-27-5-1
Hybarts Branch
From
source
to
Branson Creek
C
03/01/77
18-27-5-1-1
Locka Creek
From
source
to
Cape Fear
C
07/01/73
18-28
River
Gum Log Canal
From
source
to
Locks Creek
C
09/01/74
18-28-1
Flat Swamp Ditch
From
source
to
Gum Log Canal
C
09/01/74
18-28-1-1
Reece Creek
From
source
to
Locks Creek
C
09/01/74
1B-28--2
Page 35 of 68
2009-04-04 04:35:02

M
r
CAPE FEAR RIVER BASIN
Name of Stream Subbasin Stream Index Number Map Number Class
CAPE FEAR RIVER
CPF07
18-(16.7)
F23NE8
WS-IV
CAPE FEAR RIVER
CPF13
18-(16.7)
F23NE8
WS-IV
CAPE FEAR RIVER
CPF07
18-(20.3)
F24SW5
WS-IV;CA
CAPE FEAR RIVER
CPF13
18-(20.3)
F24SW5
WS-IV;CA
CAPE FEAR RIVER
CPF24
18-(20.3)
F24SW5
WS-IV;CA
CAPE FEAR RIVER
CPF07
18-(20.7) -
F24SW5
WS-V
CAPE FEAR RIVER
CPF14
1a-(20.7)
F24SW5
WS-V
CAPE FEAR RIVER
CPF15
18-(20.7)
F24SW5
WS-V
CAPE'FEAR RIVER
CPF15
18-(23.5)
G24NW4
WS-IV
CAPE FEAR RIVER
CPF15
18-(25-5)
G23SEi
WS-IV;CA
CAPE FEAR RIVER
CPF15
18-(26)
G23SE4
C
CAPE FEAR RIVER
CPF16
18-(26)
G23SE4
C
CAPE FEAR RIVER
CPF16
18-(49)
125SW4
WS-V
CAPE FEAR RIVER
CPF16
18-(53.5)
125SW8
WS-IV
CAPE FEAR RIVER
CPF16
18-(Sa.5)
J25NEB
WS-IV;CA
CAPE FEAR RIVER
CPF16
18-(59)
J25NE8
WS-IV;SW
CAPE FEAR RIVER
CPF16
18-(62.5)
J26SW1
WS-IV;SW,CA
CAPE FEAR RIVER
CPF17
18-(62.5)
J26SW1
WS-IV;SW,CA
CAPE FEAR RIVER
CPF17
18-(63)
J26SW1
C;Sw
CAPE FEAR RIVER
CPF20
18-(63)
J26SW1
C;Sw
CAPE FEAR RIVER
CPF17
18-(71)
J27SW7
Sc
CAPE FEAR RIVER (excluding area described below) CPF17"
18-(87.5)
L27NW1
SA;HQW
Carltons Mill Run
CPF19
18-6B-2-10-2
H26NW6
C;Sw
Carolina Beach Yacht Basin
CPF24
18-87-31.2
K27SW6
SB
Carrols Branch (Lake Bay)
CPF14
18-23-13-3
G21NE5
WS-III
Carr& Creek
CPF13
18-20-7
F22NE4
C
Cartwheel Branch
CPF17
18-72
J26SE9
SC;Sw
Carvers Creek.
CPF16
18-56-(0.3)
J25NW2
C
Carvers Creek
CPF16
18-56-(0.7)
J25NW2
WS-IV
Carvers Creek (Cypress Lake)
CPF15
18-24
G23NW6
WS-IV,9
Cary Branch
CPF07
18-7-5
E23SW2
C
Castle Mill Creek (Mill Creek)
CPF18
18-68-12-9
H25NW7
C;Sw
Caswell Basin
CPF17
18-88-13
L26NE9
SC
Cat Tail Branch
CPF19
18-68-1-10-2
G25SE8
C;Sw
Caterpillar Creek
CPFD4
16-27-6-(1)
D21NE3
WS-II;HQW,NSW
Caterpillar Creek
CPF04
16-27-6-(2)
D22NW4
WS-11;HQW,NSW,CA
Catfish Creek
CPF17
18-69
J26SE6
C;Sw
Catskin Creek
CPY23
18-74-49-2-1
J28NW1
C;Sw
Cattail Creek
CPF04
16-31-2
D21SE5
C;NSW
Causey Lake
CPF03
16-19-3-2
C20SW7
WS-IV;NSW
Cedar Creek
CPF10
17-26.5
F20NE3
C;HQW
Cedar Creek
CPF11
17-19
E21SE5
C
Cedar Creek
CPF07
18-11-(1)
F23NW1
C
Cedar Creek
CPP07
18-11-(2)
F23NW1
WS-IV
Cedar Creek
CPF15
18-33
H24NW3
C
Cedar Creek
CPF17
18-88-8-2-4
L27NW7
SA;HQW
Cedar Fork
CPF05
16-41-1-15-2-3
D22NE3
B;NSW
Cedar Snag Creek
CPF24
18-87-17
J28SW4
SA;ORW
Chapel Creek
CPF06
16-41-2-8
D22NE9
WS-IV;Nsw
Cherry Tree Prong
CPF17
18-70-2
J26SE5
C;Sw
Cherry Tree Swamp
UPI?
.18-H1-6-1-5-1
K26NW9
C;Sw
Chinnis Branch
CPF17
18-66-5-1
J26SW9
C;Sw
Chocolate Creek
CPF03
16-19-8-1-1
D20NEI
C;NSW
Page 6
of 31
2009-04-04 04:37:38

e n 6r! i Ig3vn�
3]w10
February 29, 2008
Mr. Bradley Bennett
Environmental Program Supervisor
Stormwater Permitting Unit
Division of Water Quality
North Carolina Depart of Environment and Natural Resources
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
Subject: Renewal Application for Stormwater Discharge Permit
Permit No. NCS000389
DAK Americas LLC
Cedar Creek Site
3216 Cedar Creek Road (P.O. Box 1690)
Fayetteville, Cumberland County, North Carolina 28301 (28302)
Dear Mr. Bennett:
This application is to request that stormwater discharge permit NCS000389 which
expires August 31, 2008 be renewed. As a part of this submittal, US EPA Forms 1 and
2F are attached. This permit covers Outfall 003. Other outfalls, described in Table 1, are
covered in the site's NPDES permit NC0003719.
DAK Americas LLC (DAK) operates an industrial manufacturing facility in
Fayetteville, North Carolina in Cumberland County. It is located south of Highway 53
(Cedar Creek Road) and approximately two miles east of Interstate 95. The site is
located in the Cedar Creek Industrial Complex. The complex also houses DuPont Teijin
Films; Wellman, Inc_ (no longer in operation); and the DAK Service Complex (a utilities
facility purchased from Monsanto in January 2004).
On May 3, 2006, DAK submitted a renewal application for its NPDES permit No.
NC0003719. In the permit application, DAK requested that NC DENR add Outfall 003
to the new NPDES permit and, if added to the new permit, the to revoke NCS000389.
DAK would still like for NC DENR to combine the two permits. This would consolidate
all stormwater outfalls and process wastewater outfalls into one permit. However, since
the renewal application for Permit No. NCO003719 is still pending, I am submitting the
renewal application for Permit No. NCS0000389.
Sincerely,
R
Craig Leite
Cedar Creek Site Manager

NCS000389
!AWIFA
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins Dee Freeman
Governor Director Secretary
STAFF REVIEW AND EVALUATION
NPDES Stormwater Permit
Facility Name:
DAK America
NPDES Permit Number:
NCS000389 '
Facility Location:
3216 Cedar Creek Road, Fayetteville, NC (Cumberland County)
Type of Activity:
Plastic Manufacture
SIC Code:
2821
Receiving Streams:
See Figure 1
River Basin:
Cape Fear River Basin, Sub -basin 03-06-15
Stream Classification:
WS-IV; CA''
Proposed Permit Requirements:
See attached draft permit.
Monitoring Data:
See Table i
Response Requested by (Date):
Central Office Staff Contact:
Return to: Brian Lowther, [phone]
Special Issues:
Issue_ _ '
Rating Scale: 1(easy) to
10 and
Compliance history
6
Benchmark exeeedance
6
Location (TMDL, T&rE
7
species, etc)
Other Challenges:
8
• Benchmark for 1,4
Dioxane
• Figuring out the site
with 3 owners
Difficulty Rating:
27/40
Special Issues Explanation:
• 1,4-Dioxane was detected in the SW samples. 1t is a known carcinogen and has human health
concerns. More information on this is below in the analytical monitoring section.
Page 1 of 9

NCS000389
Description of Onsite Activities:
• DAK is principally engaged in the manufacture of polyester chips, which will be used to produce
various plastic items for industrial and/or consumer use. The polyester chips at this facility are
manufactured in a continuous process which utilizes two primary process systems.
• The manufacturing operations occur in the southwest portion of the property in the continuous
polymerization (CP) and the solid state polymerization (SSP) plant. The railroads located on the
southeastern portion of the property are for loading of product and unloading of raw materials.
a DAK Americas LLC Cedar Creek Site is located in the Cedar Creek Industrial Complex. The complex
also houses Dupont Teijin Films; Wellman, Inc (no longer in operation); and the DAK Service Complex (a
utilities facility purchased from Monsanto in January 2004). The Service Center is located east of the
Dupont Teijin film property and supplies utilities for both the DAK Resine Plant and the Dupont Teijin Film
Plant. Utilities include steam, cooling water, demineralized water, and wastewater treatment.
• Clear Path Recycling is now located on part of the DAK facility. Clear Path is the largest PET
(Polyethylene terephthalate) recycling facility in the world. Clear Path Recycling has obtained 53 acres
which was formerly part of DAK Americas 172 acre tract.
Documents Reviewed:
• NPDES Stormwater Permit Application Materials
• National Heritage Program (NHP) Threatened and Endangered Species Database
• SPU File
• Central Files
• EPA Sector -Specific Permit, 2008
• 303(d) List, 2008 draft, 2006 final
• 2005 Cape Fear Basinwide Plan
• DuPont File NCS000056
• TRI Maps data and links.
History:
August 15, 2003: Permit issued to DAK Resins LLC. Monitoring included 1,4-Dioxane and COD sampled
annually for the First three years and quarterly during year four.
• February 2, 2005: Name change to DAK Americas, LLC
• January 25, 2007. Renewal letter sent.
• March 6, 2008: Renewal Application received. Asked for SW outfall 003 to be included with their
wastewater permit. This request was denied when the wastewater permit was renewed.
• August 10, 2009: Request to transfer outfalls from DAK to Clear Path.
Page 2 of 9

-� NCS000389
Figure 1: Map of Facility
•ram- ,f -.r ryF•Xr f )� � 1 n �` 1 � _� �� _,,r� ; I r � - -�.:.
or
Y a;a9�:: ✓%fig=', 'ur
.�' A r
� i i � ���asrusr
Aru�tih
#, j, I� ' }= �1i! �;,�r w• 's'+ .j � �'7 iy a�u
,'`
'arRF
aI uo
�µ��
•r,,��s r�/,��T' /` �: i
`' �: `_1
} , \ \ �t=' - -• ;_ 1.
DAK America LLC Cedar Creek Site
`-' -�Z.
�+'
-Jam"-''�' F -
• :, ).: •
Lill
14
' r a
I' � r _� j 1 �k �♦ t `���I r �' _ : 4 'S� �' � s?y�°`� .r .^ ~.-t_i '
}a}
.61
NCS000389
DAK America LLC
DAK America LLC Cedar Creek Site
IJ '
r '
1L's.v �:
Latitude: 34° 59' 00" N
Longit.jde: 78° 47' 30" W
Coun Cumberland
ti
Receiving Stream; Cape Fear River
Stream (lass: WS-IV; CA
ftik� Scale 1:24,CW
Sub -barn: 03-06-15 (Cape Fear River Basin)
Facility Location
Page 3 of 9

NCS000389
Central Office Review Summary:
1. Owner's Other Permits: DAK America wastewater permit NC0003719. The effluent monitoring requirements
include flow, TSS, BOD, N113-N, Fecal Coliform, Total Residual Chlorine, Temperature, DO, pH, Total
Nitrogen, Total Phosphorus, Acute Toxicity, and Conductivity. Also, have OCPSF parameters.
o Air Quality Title V- 04319T18
o Synthetic Minor Air Permit- 0405IR30
o Permit to Discharge Wastewater Under the Public Works Commision's Industrial Pretreatment Program
(application pending) - 2116RF
Notes on Wastewater permit: our discharge permit for DAK Americas, LLC (formerly Monsanto, Fayetteville) has
stormwater conditions and boilerplate that will need updating for this renewal (unless covered by your permit
NCS000389). Update: the stormwater outfalls were not included in NC0003719 and need to be included in the SW
renewal.
2. General Observations:
• Three companies located within the expansive property.
• The old Monsanto facility, now Clear Path Recycling, was used to manufacture Round -Up.
• Site conditions are such that DAK and Clear Path share one SW outfall (#001). DAK has
representative outfall status for their single #001 outfall. Clear Path has numerous others.
• The site is 26,1 acres with 4.72 acres on impervious
• In the application, Cobalt is listed as a potential pollutant not covered by analysis. Cobalt is in the TRI
for being at the facility. The Cedar Creek site used cobalt as a toner additive. The plant has recently
discontinued its use; however. one 2000-lb tote bin remains on site. It is located inside in the Logistics
Warehouse and will be returned to the manufacturer with the next month.
3. Impairment: The 2006 303(d) includes the Cape Fear River 18-(26)c (from Grays Creek to Lock and Dain 3) for
a Chlorophyll a violation and 18-(26)d (from Lock to Darn 3 to NC41) for a Mercury Fish Advisory. Basinwide
Plan indicates the Cape Fear River 18-(26)b (from Pcares Mill Creek to Grays Creek) has turbidity and fecal
coliforni as stressors. The impairment language was not added to the pen -nit because these segments of the Cape
Fear are not the same segment of the Cape Fear where the facility's discharges are Iocated.
The City of Fayetteville water supply intake looks to be about 12 miles upstream based on the classified streams
layer is GIS. The stream segment is identified as "From City of Fayetteville water supply intake to mouth of
Hammond Creek."
4. Threatened and Endangered: Based on the Natural Heritage Virtual Workroom there are no federal protected
species within two miles of the facility.
5. Location: Six outfalls flow to the Cape Fear River:
• 001 - 34 58' 08", -79 46' 58" - SW from developed and undeveloped land including plant process
areas and cooling tower blowdown.
• 002 - 34 58' 08", -TT 46' 58" - Wastewater
• 003 - 34 59' 02", -79 47' 26" - Stormwater runoff from DAK resin plant.
• F - 34 58' 42",-78-46' 50" - SW from developed and undeveloped land. Overflow from SW001
• G - 34 58' 41 ", -79 46' 50" - SW from activities associated with wastewater treatment basins, fuel
storage and paved roadways used for in -plant transportation. The outfall discharges onto a vegetative
strip prior to entering the waterway.
• H - 34 58' 45", -78' 47' 05" - SW from activities associated with the wastewater treatment plant. The
outfall discharges onto a vegetative strip prior to entering the waterway.
6. Industrial Changes Since Previous Permit: None provided.
Analytical Monitoring Notes: The analytical samples in central files are shown in Table 1. A letter was included
to explain a 2040 mg/1 COD value. They conducted a visual search for potential contamination and no visual
Page 4 of 9

NCS000389
contaminates were detected. Another sample was taken from the stormwater pond and the value was 13.3 mg/l.
The permittee believes the original sample was invalid.
EPA 2008 Multi Sector -Specific Permit, Sector C for Chemicals and Allied Products: Subsector C4 Plastics,
Synthetics, and Resins (SIC 2821-2824) recommends monitoring for Total Zinc. Zinc will not be added to the
permit because it does not seem to be a pollutant of concern based on the industrial activities of this site.
Based on the last staff report, 1,4—Dioxane was added to the requirements as the result of a previous spill on
7/16/2002. The permit file included data taken for the pervious renewal and the last two samples indicated there
was some 1.4-Dioxane in the stormwater (see Table 1).
1,4—Dioxane is a known carcinogen and is a very persistent chemical that does not readily break down. In this
case, an aquatic life based stormwater benchmark would not be helpful because it has high human health
concerns. For example, the stormwater benchmark would be 1100 mg/L (calculated''/z FAV) compared to the
human health based instream standards of 3.2 ug/L for water supplies and 730 ug/L for general human health
exposures (Class C waters). A 10 day child exposure rate has been developed for this chemical of 400 ug/L.
(Information based on an email from Nikki Remington 2/25/10)
Tlie reviewer recommends that the facility should be aware of any 1,4 - dioxane levels that raise human health
concerns, particularly with a discharge to WS-CA. Because of the previous spill, a benchmark will trigger more
investigation or more clean-up if needed. The Water Supply standard is not typically used even when receiving
waters are WS because it is not necessarily appropriate for a stormwater benchmark. This more stringent WS
value should be noted, but the reviewer recommends, the 10 day child exposure rate of 400 ug/L be used as the
benchmark. This benchmark reflects a time frame more consistent with stormwater events (10 days vs lifetime
exposure for the human health/water supply numbers) and would be protective of the more sensitive population
(children); this values seems to be the most appropriate to prompt the facility to respond to a possible problem.
However, if future monitoring detects levels above the WS standard, DWQ may want to investigate potential
WQ standard violations.
Sample results from previous renewal:
Lead — 0.01 mg/1(benchmark = 0.033 mg/1)
Oil and Grease — 5 mg/1 (benchmark = 30 mg/1)
pH — 7.35 (benchmark = 6-9 su)
TSS — 17 mg/1 (benchmark = 100 mg/1)
Data from the previous permit is in Table 1.
Monitoring for NCS000056 — DuPont Teijin Films included COD, Oil and Grease, and pH.
COD, 1,4—Dioxane, Oil and Grease, and pH have been added to the permit because they are potential pollutants
onsite. Oil and Grease will be added to make the parameters consistent with the DuPont permit.
8. Qualitative Monitoring Notes: None included in the application.
Page 5 of 9

NCS000:389
Table 1: Analytical Monitoring
Required
Sampling
Range. Ran
Sample
Date
Total
flow
MGD
Precipitation
(in)
Duration
(hours)
1.4- Dioxane
COD
Benchmark:
0.4 m L'
Benchmark:
120 m L*
Outfall 003
11 /19/2003
0.71
1
2
1 <0.025 17
6/4/2004
0.218
0.3
0.67
<0.1 13.3
7/29/2005
2.97
4.2
4
<0.005
10/6/2005
1.9
2.7
36
13.3
11/8/2006
1.2
1.8
24
2/1/2007
1.06
1.5
25.5
13.3
Over Current Benchmark
"1119Data Not Collected
' Benchmarks not in rviou permit
`J
TDia/1a�Y r,oJ�i-iG
J
L01;�es,2 '/ /0 � C
b%fj%- 4e ne(n/kdr4 7
Page 6 of 9

NCS000389
Revised Permit Recommendations: Analytical Monitoring:
1. COD and 1,4—Dioxane have been maintained in the permit. Oil and Grease and pH have been added to the
analytical monitoring requirements. Parameters added because they are potential pollutants and they are
consistent with NCS000056 DuPont which is on the same site.
2. All analytical monitoring has been set to semi-annually during a representative storm event as defined in Part II
Section B. The permittee must also document the total precipitation for each event. If no discharge occurs
during the sampling period, the permittee must submit a monitoring report indicating "No Flow" within 30 days
of the end of the six-month sampling period. Additionally, samples must be taken a minimum of 60 days apart,
as specified in Table 2.
3. Benchmarks for analytical monitoring have been added to this draft permit. Exceedmees of benchmark values
require the permittee to increase monitoring, increase management actions, increase record keeping, and/or
install stormwater Best Management Practices (BMPs) in a tiered program. If the sampling results are above a
benchmark value, or outside of the benchmark range, for any parameter at any outfall then the facility shall
follow the Tier 1 guidelines which require a facility inspection within two weeks and implementation of a
mitigation plan within two months. If during the tern of this permit, the sampling results are above the
benchmark values, or outside of the benchmark range, for any specific parameter at a specific discharge outfall
two times in a row (consecutive), then the facility shall follow the Tier 2 guidelines which require a repetition of
the steps listed for Tier 1 and also immediately institute monthly monitoring for all parameters at every outfall
where a sampling result exceeded the benchmark value for two consecutive samples.
4. The permittee is required to collect all of the analytical and qualitative monitoring samples during representative
storm events as defined in Part II Section B. Qualitative monitoring is required regardless of representative
outfall status.
5. The permittee is responsible for all monitoring until the renewal permit is issued. See Footnote 1 of Tables 1, 4,
and 5.
6. The flow reporting requirement has been removed per DWQ revised strategy. (The total rainfall parameter is in
this permit, however.)
7. Vehicle maintenance monitoring has been revised to semi-annually in order to coincide with analytical and
qualitative monitoring.
Other Proposed Changes to the Previous Permit:
1. AdditionaI guidance is provided about the Site Plan requirements. The site map must now identify if the
receiving stream is impaired and if it has a TMDL established. It must also describe potential pollutants in each
outfall. The map requirements are stated more explicitly. And, the site plan must contain a list of significant
spills that have occurred in the past three years and also must certify that the outfalls have been inspected to
ensure that they do not contain non-stormwater discharges. Additional information is provided in Part II Section
A.
2. Additional requirements for the Stormwater Management Plan have been specified in Part II Section A. More
details regarding secondary containment are provided.
3. Additional requirements for the Stormwater Pollution Prevention Plan have been specified in Part II Section A.
The plan must also be updated annually to include a list of significant spills and to certify that the outfalls do not
contain non-stormwater discharges.
4. The facility must now implement a semi-annual Facility Inspection Program of the site's stormwater
management controls as specified in Pan II Section A.
5. Information regarding the No Exposure Exclusion has been added to this draft permit. If industrial materials and
activities are not exposed to precipitation or runoff as described in 40 CFR § 122.26(g), the facility may qualify
.for a No Exposure Exclusion from NPDES stormwater discharge permit requirements. Additional information
is provided in Part I Section A.
Page 7 of 9

NCS000389
Discussions with permittee: Elizabeth Wike at DAK. Office: [phone], Mobile: [phone],
[e-mail]
From email on 2/18/10: Beginning on the west end, the first tract is owned by DAK Americas. This area is the
location of DAK's Resins Plant. The area to the east of DAK's Resins Plant is the Dupont facility. Moving
further to the east is a large tract that reaches from Highway 53 on the north to the Cape Fear River on the south.
The northern portion of this property contains DAK Americas Utilities, the southern portion contains DAK's
wastewater treatment plant. The tract of land on the north east belongs to Clear Path Recycling.
Stormwater outfalls were previously included in DAK's NPDES permit for the wastewater treatment plant for
the outfalls from the DAK Utilities Area, DAK Wastewater Treatment Plant Area, and what is now Clear Path
Recycling. When DAK applied to renew its NPDES permit, DENR decided to remove these outfalls from the
NPDES permit and have them included in the stormwater permit. The stormwater permit application for the
DAK Resins site was submitted a couple of years ago. It only included one outfall from the retention pond
shown on the south east corner of the property. This stormwater from this pond rarely discharges to the Cape
Fear River because most of the water either evaporates or infiltrates to the ground before reaching the overflow
from the pond. The DuPont facility is permitted separately.
Can you tell me how cobalt is used on the site? How much is on site and where it is stored?
From email on 3/23/10: The Cedar Creek site used cobalt as a toner additive. The plant has recently
discontinued its use; however, one 2000-lb tote bin remains on site. It is located inside in the Logistics
Warehouse and will be returned to the manufacturer with the next month.
Elizabeth Wike Called on 4/23/10. She said she couldn't find any documentation on their representative
outfall status. She was fine if the permit was issued and in the future the facility apply for the representative
status again. She will continue to look for it though.
Page 8 of 9

". 14CS000389
Recommendations: Based on the documents reviewed, the application information submitted on Marcb 6, 2008
sufficient to issue an Individual Stormwa:ter Permit.
Prepared by (Signature)
Storrnwater Permitting Unit
Concurrence by Regional
RO Water Quality
Regional Office Staff Comments (attach additional pages as necessary)
Date
Date—A3a �Z-01
k14 Date 2G 60
Date 4
What outfalls need to be sampled for this permit? They were sampling only 003, Some of the outfalls were covered in
their wastewater permit but that is now not the case and need to/be covered in this permit.
�
�rz �rsr-�.�SYincS wi�i �Cifr �� / 7�1�f
AT
-r,4 �s ,Xe f%r At�llec� Z`nck�y)
,�►, a- ,., if s7'�-ks �o�F
4,
/ a� a
rod4,-
Page 9 of 9

V
WAINAGE AREA 2
AMOX, a., ACA"
0[ I+�ERviry l[
no GMAM
Ii O nUL• ,a TNa Artr+rog " W&Laa f,
i� lowm[e �70Y-n{le
Qf TK-KfAiu(L A10/E-Y61c
IVNtIIgoo el>�E-vie
E T-Mmmp L <aa yrt
G1,e�.vonv Wtle yV
Su.7lV�471 Ygo-yffl
I ,
II f
I
i
SUB
S1ATInN
VRA:NACE AREA 3
P APPRUI, 212 ACRES
1
{
b1A ;NPERV CGi+S.
jJ!
DRAINAGE AR[A It
FS
OAXP
[NPERvICati
� PALIPERTY
DRAINACt AREA
III
t I LIP4 TYP.
APPROX. 8b
{OY.IIPERVIOUS
4
j�
f
�
4 i
P S
�l
I ; 1}RAINA�E
AJ 1 3X
AREA B
[a�ER58 A£S �f1
C7
Q
DRAINAGE AREA
APPROX. 9.8 ACRE4,
.
5Sr. IMPERVIOUT
E S
Exist. VHSE,
an
8
1.i ES
9Y S
� tiA�
IREVAT
4
RES,
TA AvE.
ASMAW AR
11
5GX IM�ER S
b A
FiTST,
EYIST,
DRA.INArC AREA 7
r..
s
1
N
®
33exRI�MP'ERV IWS
c
®
007 A
SHED
'
DegINAGE AREA 12
APPROX. I.I. ACRES
'
;
i
�Y D•wEAViQUS
I
AR
K 9.3
RV
S
1 LEM i'E1' FOR wyn QVIEUY
OVCRFLOV Om 4OO TMF obn 4wxn AG
LI [RK t fmmm;bgA mm� OL
O
® AA.Li6Aelt IF+LML OC
0 WJA= US Im
TT•ALL
M
.A
�Z 0 MLSCl rm I"
43 ile[ FLFn 31[SCL lYpTi
QUTFALL e� n 111p. M TAMS
F n.lm
•OlJ'FAI,I,
�l�IS
/T
��
(
P O
uaAINACL AREA i5
gppRLDL. 1.5 ACRLS
ANT 41k -ERV=1
pUTFALL '+
•E49
C+PE
hh Ay j�(
1 V„"��m¢C.ru4 rtlta u.ax�e+
;I
.I OrA.F,� + spci Frye
�f--pscT9Alls +�3 �w bol -Iw C'a,Lt�� �w4.4-
7 cp—Alt ��5�

DAK Americas LLC
Cedar Creek Site
OutFall SW1
Analytical Data as reported on DMR's
Month
ITSS (rn IL)
Di-n-butyl phathlate (u IL)
INickel (uglL)
Lead (ug/L)
ITernp 'C
JpH (SU)
IFlow (MGD)
Mar-10
19.8
<5.22
6
4
15.5
6.04
0.043
Feb-10
1.1
<6.09
<5
0.3
17.9
7.6
0.059
Jan-10
0.5
<5.36
<5
0.3
17.3
6.7
0.022
Dec-09
3.1
<5.19
<5
0.5
16.1
6.7
0.044
Nov-09
1.3
<6.19
<5
3
18.8
6.6
0.115
Oct-09
0.8
<5.64
<5
0.4
21
6.5
0.041
Se -09
0.8
<7.35
<5
0.5
23.9
6.6
0.034
Au -09
0.8
<5.16
<5
<3
24
6.4
0.029
Jul-09
1.3
<5.05
<5
0.2
24.3
6.5
0.045
Jun-09
1.5
<5.23
<5
0.2
21.8
7.02
0.079
Ma -09
1.9
<5.26
<5
0.5
20.7
6.6
0.055
A r-091
i. i
1 <5.93
1 <5
1 3
16.5
6.6
0.054

SHEALY ENVIRONMENTAL SERVICES, INC.
Sample Summary
ARM Environmental Services, Inc.
Lot Number: KJ13064
Sample Number Sample ID Matrix Date Sampled Date Received
001 Outtall-001 Aqueous 10112120091315 10/13/2009
002 Outfall-002 Aqueous 10112/20091325 10/1312009
(2 samples)
Shealy Environmental Services. Inc_ Page: 3 of 12
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.shealylab.com Level 7 Report v2.1

NCS000389
Recommendations: Based on the documents reviewed, the application information submitted on March 6, 2008
sufficient to issue an Individual Stormwater Permit.
Prepared by (Signature) �--�r� • G� Date
Stormwater Permitting Unit Supervise Date 3 5a EO ! D
for Bradley ett
Concurrence by Regional
Date
RO Water Quality Supervisor Date
Regional Office Staff Comments (attach additional pages as necessary)
What outfalls need to be sampled for this permit? They were sampling only 003. Some of the outfalls were covered in
their wastewater permit but that is now not the case and need to be covered in this permit.
Page 9 of 9

i Fopm
U.S. Environmental Protection Agency
EPA I.D. Number
�
EPA General Information
11 .
Giineral .
Consolidated Permits Program
NCDO88563242
Read the 'General Instructions' before startin
16�\\\\\\\\\\\�Label;ltems�\\�\\\\\\\�\
`
��-, -�\���:-���-�-\ N!Dlll
;IN\EPX4 D�Numbe�
\\� \\ \ \\\�
\
'
hlCD088563242
Genera! Instructions
If a preprinted label has been provided, affix it in the designated
space. Review the information carefully; t any of it is incorrect,
IIIFacill
DAK'Ameri%as LI:C
cross through it and enter the correct data in the appropriate fill-
in area below. Also, if any of the preprinted data is absent {the
to the left the label lists the information that
�VF�acilif .�\\\\
...�•� y\\
\ \\
,, ,,,, ....,,,,•..„_...
\Car Creek'Site3\\\\`
\\
.,......\`.,• �.•,` ..•�
\
area of space
should a
appe d, please provide it in the proper fill-in area(s)
�Malilrt "Ad dress\\,•.\,\
\W\�W-0,
\\\\\` \
\321&Cedar Creek.Ftoad\
\
Fayettertlle,.>28312 \\ \
\
below. If the label is complete and correct, you need not
complete Items, I, II, and (except V!-8 which must he
\ \
\ \
;, PI
completed regardless). Complete all items if no label has been
\ \
� \
\\\�VI FactlltysL ....on�\
\
\
provided. Refer to the instructions for detailed item descriptions
and for the legal authorizations under which this data is
\���\\\
collected hi� /www.e a. ov/n des! ubsiforFn 1. d .
11. Pollutant Characteristics
Instructions: Complete A through J to determine whether you need to submit any permit application forms to the EPA. If you
answer "yes" to any questions, you must submit this form and the supplemental form listed in the parenthesis following the
question. Mark W in the box in the third column if the supplemental form is attached. If you answer "non to each question,
you need not submit any of these forms. You may answer "no" if your activity is excluded from permit requirements; see
Section C of the instructions. See also, Section D of the instructions for definitions of bold-faced terms.
Specific Questions
Ma
Specific Questions
Mark X
Yes
No
Form
Yes
No
Form
Attached
Attached
___
A. Is this facility a publicly owned treatment
B. Does or will this facility (eitherexisting or
works which results in a discharge to waters
proposed) include a concentrated animal
of the U.S.? (Form 2A)
❑
❑
feeding operation or aquatic animal
❑
®
❑
production facility which results in a
discharge to waters of the U.S.? Form 2B
C. Is this a facility which currently results in
D. Is this a proposed facility (other than those
discharges to waters of the U.S. other than
®
❑
❑
described in A or 8 above) which will result in a
❑
®
❑
those described in A or B above? Form 2C
discharge to waters of the U.S.? Form 213
E. Does or will this facility treat, store, or
F. Do you or will you inject at this facility
dispose of hazardous wastes? (Form 3)
industrial or municipal effluent below the
❑
®
❑
lowermost stratum containing, within one
❑
®
❑
quarter mite of the well bore, underground
sources of drinking water? (Form 4)
G. Do you or will you inject at this facility any
_
H. Do you or will you inject at this facility fluids
produced water or other fluids which are
for special processes such as mining of sulfur
brought to the surface in connection with
by the Frasch process, solution mining of
conventional oil or natural gas production, inject
❑
®
❑
minerals, in situ combustion of fossil fuel, or
❑
El
❑
fluids used for enhanced recovery of oil or
recovery of geothermal energy? (Form 4)
natural gas, or inject fluids for storage of liquid
hydrocarbons? Form 4
I. Is this facility a proposed stationary source
f
J. Is this facility a proposed stationary source
which is one of the 28 industrial categories
which is NOT one of the 28 industrial
listed in the instructions and which will
categories listed in the instructions and which
potentially emit 100 tons per year of any air
❑
®
❑
will potentially emit 250 tons per year of any air
❑
®
❑
pollutant regulated under the Clean Air Act and
pollutant regulated under the Clean Air Act and
may affect or be located in an attainment
may effect or be located in an attainment
area? Form 5
area? Form 5
_
III. Name of Facility
DAK Americas LLC Cedar Creek Site
IV. FacilityContact
_
A. Name & Title last, first, & title
B. Phone area code & no.
AnthonyHudson Safety, Health, and Environment Manager
910 433-8338
V. Facility Mailing Address
A. Street or P.O. Box
3216 Cedar Creek Road f
_
B. C or Town C. State D. Zip Code
Fayetteville, INC 28312
_
Vl. Facility Location
A. Street, Route No or other Specific identifier
3216 Cedar Creek Road
B. Coun Name
Cumberland
_
C. City or Town
D. State
E. ZipCode
F. County Code
Fayetteville
NC
28312-8205
51
EPA Form 3510-1 (Rev. 10-80)

Continued From The Front
VII. SIC Codes (4-digit, in order of priority)
A. First
B. Second
2821 Plastics Materials, Synthethic Resins, and
Nonvulcanizable Elastomers
C. Third
D. Fourth
Vlll. Operator Information
A. Name
I B. Is the name listed
in Item VI11-A also
OAK Americas LLC
the owner?
® Yes ❑ No
C. Status of Operator (Enter the appropriate letter into the answer box; if'Other", ci
D. Phone area code & no.
F = Federal M = Public (other than federal or state)
S = State O = (specify)
P
(Specify)
[phone]
P = Private
E. Street or P.O. Box
_
3216 Cedar Creek Road
F. City or Town G. State H. Zip Code IX. Indian Land
Fayetteville
NC
28312 Is the facility located on Indian lands?
❑ Yes ® No
_
X Existing Environmental Permits i
A NPDES (Discharges to Surface Water)
D. PSD Air Emissions from Proposed Sources
NCO003719
NIA
_
B. UIC (Underground Injection of Fluids)
E. Other (specify)
(specify)
NIA
04319T18
Air Quality Title V
C. RCRA (Hazardous Wastes)
E. Other (specify)
(specify)
_
NIA
NCS000389
Stormwater Discharge
04051R30
Synthetic Minor Air Permit
Permit to Discharge Wastewater Under
2116RF
the Public Works Commission's
industrial Pretreatment Program
(applica.tionpending)
XI_ Map
_
Attach to this application a topographic map of the area extending to at least one mile beyond property boundaries_ The map must show
the outline of the facility, the location of each of its existing and proposed intake and discharge structures, each of its hazardous waste
treatment, storage, or disposal facilities, and each well where it injects fluids underground. Include all springs, rivers and other surface
water bodies in the map area. See instructions for precise requirements.
XII_ Nature of Business (provide a brief description)
DAK Americas LLC Cedar Creek Site in Fayetteville, Cumberland County, North Carolina is located south of Highway 53 (Cedar
Creek Road) and approximately two miles east of Interstate 95. The site is located in the Cedar Creek Industrial Complex. The complex
also houses Dupont Teijin Films; Wellman, Inc (no longer in operation); and the DAK Service Complex (a utilities facility purchased from
Monsanto in January 2004).
DAK is principally engaged in the manufacture of polyester chips, which will be used to produce various plastic items for industrial
and/or consumer use. The polyester chips at this facility are manufactured in a continuous process with utilizes two primary process
systems.
The manufacturing operations occur in the southwest portion of the property in the continuous polymerization (CP) and the solid state
polymerization (SSP) plant. Railroad tracks are located on the southeastern portion of the property for loading of product and unloading
of raw materials.
The Service Complex is located east of the Dupont Teijin film property and supplies utilities for both the DAK Resins Plant and the
Dupont Teijin Film plant. Utilities include steam, cooling water, chilled water, demineralized water, and wastewater treatment.
XII i. Certification see instructions)
i certify under penalty of law that i have personally examined and am familiar with the information submitted in this
application and all attachments and that, based on my inquiry of those persons immediately responsible for obtaining the
information contained in the application, I believe that the information is true, accurate and complete. I am aware that there
are significant penalties for submittingfalse information, including the possibility of fine and imprisonment.
Name 8 Official Tdle (type or pint)
Craig Leite
B_ Si tune
C. Dale Signed
Cedar Creek Site Mana er
EPA Form 35110-1 (Rev. i0-80) Reverse

EPA ID Number (copy from Item i of Form f) Form Approved, OMB No. 2040-0086
Please orit or tvoe in the unshaded areas only. I I Aooraval expires 5-31-92
FORM
ZFO
NPOES
U.S. Environmetal Protection Agency
Washington, DC 20460
E PA Application for Permit to Discharge Storm Water
Discharges Associated with Industrial Activity
Paperwork Reduction Act Notice
Public reporting burden for this application is estimated to average 28.6 hours per application, including time for reviewing instructions, searching erdsbng data sources,
gathering and maintaining the data needed, and compleling and reviewing the collection of information. Send comments regarding the burden estimate, any other aspect
of this collection of information, or suggestions for improving this form, including suggestions which may increase or reduce this burden to; Chief, Information Policy
Branch, PM-223, U.S. Environmental Protection Agency, 1200 Pennsylvania Avenue, NW, Washington, DC 20460, or Director, Office of Infomtation and Regutatory
Affairs, Office of Management and Budget, Washington, DC 20503.
1. Outfall Location
For each outfall, list the lalitude and longitude of its location to the nearest 15 seconds and the name or the receiving water_
A_ Outfall Number
(list}
B. Latitude
C. Longitude
O. Receiving Water
(name)
3
34,00
59.00
0.00
78.00
47.00
30.00
Cape Fear River
IL Improvements
A_ Are you now required by any Federal, State, or local authority to meet any implementation schedule for the construction, upgrading or operation of wastewater
treatment equipment or practices or any other environmental programs which may affect the discharges described in this application) This includes, bid is not limited
to, permit conditions, administrative or enforcement orders, enforcement compliance schedule letters, stipulations, court orders, and grant or loan conditions.
1. Identification cif Conditions,
Agreements, Etc.
2. Affected Outfalls
3. Brief Description of Project
4. Final
Compliance Date
number
source of discharge
a. req.
b. proj.
N/A
B: You may attach additional sheets describing any additional water pollution (or other environmental projects which may affect your discharges) you now have under
way or which you plan. Indicate whether each program is now under way or planned, and indicate your actual or planned schedules for construction.
Ill. Site Drainage Map
Attach a site map showing topography (or indicating the outrre of drainage areas served by the outtalls(s) covered in the application if a topographic map is unavailable)
depicting the facility including: each of its intake and discharge structures; the drainage area of each storm water outfall; paved areas and twifdings wtitNrl the drainage
area of each storm wafer outfall, each known past or preset erects used for outdoof storage of disposal of signXicartt materials, each eAs4ng structural control measure
to reduce pollutants in storm water runoq, materials loading anti access areas, areas where pesticides, herbicides, soil Conditioners and fertilizers are applied; each of
its hazardous waste treatment, storage or disposal units (rtdudiing each area not required to have a RCRA permit which is used for nocumulafing hazardous waste
under 40 CFR 262.34); each well where fluids fmn the facility are injected underground: springs, and other surface water bodies which received storm water discharges
from the Facility
EPA Form 3510-21' (1-92) Page 1 of 3 Contnue on Page 2

Continued from the Front
IV. Narrative Description of Pollutant Sources
A For each outtal, provide an estimate of the area (hxiudo units) on imperious surfaces (octudog paved areas and budding roofs) drained to the oulfall, and an estimate of the total surface area
drained by the outlalr
Outiae
Area of ImperaDus Surface
Total Area [rained
Outfa@
Area of impervious 5urfaee
Total Area Drained
Wunber
fp vmk units)
(P ONde Ifrlfi5)
NSr bw
fprovlde ands)
(prvyrdie unds)
3
205,410 square feet
1,138,725 sq.
(4.72 acres)
Ft
(26.1 acres)
B. Provide a narrative description of significant materials that are currently or in the past three years have been treated, stored or disposed in a manner to allow exposure
to storm water, method of treatment. storage, or disposal; past and present materials management practices employed to minimize contact by these materials with
storm water runoff; materials loading and access areas, and the location, manner, and frequency in which pesticides, herbicides, soil conditioners, and fertilizers are
applied.
See the attached supporting documentation.
C. For each outfall, provide the location and a description of existing structural and nonstructural conlrot measures to reduce pollutants in storm water runoff; and a
description of the treatment the storm water receives, including the schedule and type of maintenance for control and treatment measures and the ulfirnale disposal
of any solid or fluid wastes other than by dts&arge.
Outfall
List Codes from
Number
Treatment
Takla 2F-1
See the attached supporting documentation.
V. Nonstormwater Discharges
A. I certify under penalty of raw hat the outfall(s) covered by this application have been tested or evaluated for the presence of nonstor7water discharges, and that all
nonstormwater disrdtarged from these outfall(s) are idenlified in either an acoomparrying Form 2C or From 2E application for the eutfall.
Name and Official Title (type or print)
ignature
i]ate SignedCraig
Leite, Cedar creek Site Mgr.
d-t�
3 /.7 /l
8. Provide a description of the method used, the date of any testing, and the onsite drainage points that were directly observed during a test.
1. Significant Leaks or Spills
Provide existing information regarding the history of significant leaks or spills of toxic or hazardous pollutants at the facility in the last three years, including the
approximate date and location of the spill or leak, and the type and amount of material released.
None.
EPA Form 35142F (1-92) Page 2 of 3 Continue on Page 3

Continued from Page 2 1
EPA ID Number (copy from Item I of Form t)
il. Discharge Information
A, B, C, & D: See instructions before proceeding. Complete one set of tables for each outfall. Annotate the outfall number in the space provided.
Table W-A, Vlt-B, VII-C are included on separate sheets numbers VII-1 and VII-2.
E. PotentW discharges not covered by analysis - is any toxic pollutant listed in table 2F-2, 2F-3, or 2F4, a substance or a componerd of a substance which you
currently use or manufacture as an intermediate or final product or byproduct?
© Yes (list all such pollutants below) ❑ No (go to Section fx)
Cobalt.
III. Biological Toxicity Testing Data
Do you hays any knowledge or reason to believe that any biological test for acute or chronic tczdcity has been made on any of your discharges or on a receiving water in
relation to your discharge within the last 3 years?
❑ Yes (list all such pollutants below) No (go to Section IX)
IX. Contract Analysis Information
Were any of the analyses reported in Item VII performed by a contract laboratory or consulting fine?
❑ Yes (list the name, address, and tefelotwe number of, and pollutants © No (go to Section X)
analyzed by, each such laboratory or firm below)
A. Name
B. Address
C. Area Code &Phone Na.
D. Pollutants Analyzed
X. Certification
MMMM"
l certify under penalty of law that ties document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure
that qualii£red personnel properly gather and evaluate the infatuation submitted. Based on my inquiry, of the person or persons who manage the system or Sloss persons
dredty responsible for gathenng the information, the information submitted is, to the best of my knowledge and belief, hue, accurate, and completel am aware that
there are significant penalties for submitting false information, inducting the possibility of fine and imprisonment for knowing violations
A. Name & Official Title (Type Or Print)
Craig Leite, Cedar Creek Site Mgr.
S. Area Code and Phone No.
[phone]
C. Signature
r'-AW, d-z5;,7-
D. Data Signed
34�_
EPA Form 3510-21F (1-92) Page 3 of 3

EPA ID Number (copy ftm item f of Form 1) Form Approved, OMB No. 2040-0086
Approval expires 5-31-92
VII. Discharge information (Cantinued from page 3 of Form 2F)
Part A - You must provide the results of at least one analysis for every pollutant in this table. Complete one table for each outfall. See instructions For additional details.
Pollutant
and
CAS Number
(if atada&e)
Maaumurn Values
(inctude units)
Average Values
Ondudo units)
Number
of
Storm
Events
Sampled
Sources of Pollutants
Grab Sample
Taken During
First 20
Minutes
FTow-Weighted
Composite
Grab Sample
Taken During
First 20
Minutes
Flow -Weighted
Composite
Oil and Grease
N/A
WA
N/A
N/A
0.00
No flow
Biological Oxygen
Demand (Boos)
N/A
N/A
N/A
N/A
0.00
No flow
Chemical Oxygen
Demand (COD)
N/A
N/A
N/A
N/A
0.00
No flow
Twat Suspended
Solids (TSS)
N/A
N/A
N/A
N/A
0.00
No flow
Total Nitrogen
N/A
N/A
N/A
N/A
0.00
No flow
Total Phosphorus
N/A
N/A
N/A
N/A
0. 00
NO flow
pH
Minimum
Maximum
Minimum
Ma)omum
Part 8 - List each pollutant that is limited in an effluent guideline which the facility is subject to or any pollutant listed in the facility's NPDES permit for its process
wastewater (if the facility is operating under an existing NPDES permit)_ Complete one table for each outfall. See the instructions for additional details and
requirements -
Pollutant
and
CAS Number
(if arar7aLde)
Maximum Values
(indude'VM1s)
Average Valuns
(include urvts)
Number
of
Storm
Events
Sampled
Sources of Pollutants
Grab Sample
Taken During
First 20
Minutes
Flow -Weighted
Composite
Grab Sample
Taken During
First 20
Minutes
Flow -Weighted
Composite
EPA Form 3510-2F (1-92) Page VII-1 Continue on Reverse

Continued from the Front
Part C - List each pollutant shown 'n Table 2F•2, 2F-3, and 2F-4 that you know or have reason to believe is present. See the instructons for additional details and
requirements. Compfete one table for each outfaii.
Pollutant
and
CAS Number
(if available)
Maximum Values
(induct units)
Average Values
(indude units)
Number
of
Storm
Events
Sampled
Sources of Pollutants
Grab Sample
Taken During
First 20
Minutes
Flow -weighted
Composite
Grab Sample
Taken ❑unng
First 20
Minutes
Flow -weighted
Composite
n/a
n/a
n/a
n/a
n/a
0.00
n/a
Part D — Provide data for the storm events) which resulted in the maximum values for the flare weighted composite sample.
1.
Date of
Storm
Event
2.
Duration
of Storm Event
(in minutes)
3.
Total rainfafl
during storm event
(n inches)
4.
Number of tours between
beginning of storm measured
and end at previous
measurable rain event
5.
Maximum flow rate during
rain event
(gaffons(rninute or
specify units)
Total flow from
rain event
(gallons or specfy units)
There has
been no
flow from
this
outfall
within the
last year.
n/a
n/a
n/a
n/a
n/a
7. Provide a description of the method of flow measuremertt or estimate.
n/d
EPA Form 3510-2F (1-92) Page Vll-2

Table I. DAK Americas LLC Cedar Creek Site
Outfall Locations
Outfall
Latitude
Longitude
Description
Receiving Water
Dry Weather Flow
001
34°58"08'
78046"58'
Stormwater from developed and undeveloped land throughout the plant
Cape Fear River
Yes
property including the plant process areas and cooling tower
blowdown..
002
340 58"08'
78046"58'
Sanitary waste, treated process waste from the utility wastewater,
Cape Fear River
Yes
cooling tower blowdown, boiler blowdown, steam condensate and
sanitary and treated process waste from DuPont Teijin Films''.
003
340 59"02'
78°47"26'
Stormwater runoff from the DAK resins plant. This outfall is currently
Cape Fear River
No
permitted under NCS000389. DAK Americas requests that DENR add
this outfall to the new permit and, if added to the new permit, then to
revoke NCS000389. This would consolidate all stormwater outfalls
and process wastewater outfalls into one permit.
A
34059"02'
78046"40'
Stormwater runoff from the parking lot and paved areas where the
Cape Fear River
Small amount of
Monsanto facility formerly stood. The outfall discharges onto a
groundwater infiltration
vegetative strip prior to entering the waterway. The outfall discharges
onto a vegetative strip prior to entering the waterway.
B1
34058"58'
78046"39'
Stormwater from the paved roadway used for in -plant transportation.
Cape Fear River
No
The outfall discharges onto a vegetative strip prior to entering the
waterway.
B2
34058"56
78046"38'
Stormwater from the paved roadway used for in -plant transportation.
Cape Fear River
Small amount of
The outfall discharges onto a vegetative strip prior to entering the
groundwater infiltration
waterway.
B3
34058"55'
78046"38'
Stormwater from the paved roadway used for in -plant transportation.
Cape Fear River
No
The outfall discharges onto a vegetative strip prior to entering the
waterway.
C
34058"54'
78046"39'
Stormwater from the railroad spurs used to transport materials. No
Cape Fear River
No
unloading activities occur in this area. Sheet flow only through a
vegetated strip

Outfall
Latitude
Longitude
Description
Receiving Water
Dry Weather Flow
D
34058"54'
78046"42'
Stormwater from railroad spurs used to transport materials. No
Cape Fear River
No
unloading activities occur in this area. Sheet flow only through a
vegetated strip
E
34"58"49'
78046"42'
No industrial activity in this area. Area drains a small paved area. The
Cape Fear River
No
outfall discharges onto a vegetative strip prior to entering the
waterway.
F
340580142'
78°46"50'
Stormwater from developed and undeveloped land throughout the plant
Cape Fear River
Small amount of
properly including process areas. Overflow from SWOO 1. The outfall
overflow from SW001
discharges onto a vegetative strip prior to entering the waterway.
G
34058"41'
78046"50'
Stormwater from activities associated with wastewater treatment basins,
Cape Fear River
No
fuel oil storage and paved roadways used for in -plant transportation
The outfall discharges onto a vegetative strip prior to entering the
waterway.
H
34058"45'
78"47"05'
Stormwater from activities associated with the wastewater treatment
Cape Fear River
No
plant. Outfall discharges onto a vegetative strip prior to entering the
waterway.
Extensive sampling was conducted for all outfalls and submitted with the permit renewal application in 1992. Outfalls A through G indicated low levels or less
than detectable amounts of pollutants. Based on this documentation, the State decided that stormwater sampling would only be required from Outfall 001. For
ease of accessibility, this sample is taken from the manhole designated SW -I, which is immediately upstream from Outfall 001.

-�
�12M
iii !
� •� �Cy �4
�•�. •I /
it
� 1 � '}.�.=,.�
'•..• • 20
r
�
~'
1
!�� {
' • { f� %f f r
�} �;�il
L
mnc
OAiuT! Bh
f
,[[
Swam
mrs
rat
+
.. %'� i
`_- ♦'_-. tr tit '
-
Ali f
��
L
.•�"i..�✓5',a �.� �
j � , � .`` fir. � -'`�
f. �:.,�
- _J
It
(Al .....
110
- f
'ia
Sub -Basin: 03-06-15 Latitude: 34°58'08• DAK Americas LLC DAK Americas
Longitude: 78°46'58'
Quadtu M46'5 Cedar Creek NC Cedar Creek Site
Cedar Creek Road �`
Stream Class: C
Faye
Receiving Stream: Cape Fear River Fayetteville, NC 28312$205 \�
FlAE11S, MONOdER511lESINS

0.
zo
w�
oe
�a
c

f o�WAr�9p6
co
o r
January 25, 2007
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
CEDAR CREEK SITE
ATTN: ANTHONY HUDSON, MANAGER SAFETY -ENVIRONMENTAL, OR SUCCESSOR
PO BOX 1690
28302
Dear Permittee:
Alan W. Klimek, P.E. Director
Division of Water Quality
Subject: NPDES Stormwater Permit Renewal
Cedar Creek Site
Permit Number NCS000389
Cumberland County
Your facility is currently covered for stormwater discharge under NPDES Permit NCS000389. This permit expires
on April 30, 2007. North Carolina Administrative Code (15A NCAC 2H-0105(e)) requires that an application for
permit renewal be filed at least 180 days prior to expiration of the current permit. in order to assure your continued
coverage under your permit, you must apply to the Division of Water Quality (DWQ) for renewal of your permit.
To make this renewal process easier, we are informing you in advance that your permit will be expiring. Enclosed
you will find an individual permit renewal application form; supplemental information request, and Stormwater
Pollution Prevention Plan certification.
Filing the application form along with the requested supplemental information will constitute your application for
renewal of your permit' As stated above, the applicition form must be completed and returned along withalC. - -
requested information by March 4, 2007 in order for the permit to be renewed by April 30, 2007.
Failure to request renewal by March 4, 2007 may result in a civil assessment of at least $500.00. Larger penalties
may be assessed depending on the delinquency of the request. Discharge of stormwater from your facility without
coverage under a valid stormwater NPDES permit would constitute a violation of NCGS 143-215.1 and could
result in assessments of civil penalties of up to $25,000 per day.
If you have any questions regarding the permit renewal procedures please contact Mike Randall of the Stormwater
Permitting Unit at [phone], ext. 545.
Sincerely,
Bradley Bennett, Supervisor
Stormwater Permitting Unit
cc: Central Files
'Ra et�r Fecinitti-ng UitiCF s
Regional Office
1�°`�thCarol1na
North Carolina Division of Water Quality 1617 Mail Service Center Raleigh, NC 27699-1617 Phone [phone] Customer Service
Internet: www.ncwatentuality.org Location: 512 N. Salisbury St. Raleigh, NC 27604 Fax [phone]
An Equal OpportimitylAffirmative Action Employer — 50% Recydedl10% Post Consumer Paper

stwew d V 3 0 2003 1
ff NPDES Stormwater Pe t
Contact: AisSbhau` (319 -50 .578) 5 �,
Facility Name:
DAK Resins LLC
NPDES Permit Number:
NCS008M$9'NA� ER DUALITY
SOURCE 13RANCH
Facility Location:
1IyT
3216 oa (Adjacent to DuPont Teijin Films Property)
Type of Activity:
Plastic materials and synthetic resins
SIC code (if applicable):
2821
Receiving Stream:
Cape Fear River
Stream Classification:
C
Proposed Permit Requirements:
See attached draft permit
Compliance Schedule:
See Part III, Section A of attached draft permit
Basis for monitoring
See attached Data Analysis Summary
Basis for other requirements:
NIA
Response requested by (date):
June 20, 2003
o
by (Signature)
s/ i2 310
2-510 :�-
and General Permits Unit Supervisor
Date
Water Quality Supervisor Date
Regional Office Staff Comments:
l7 i S Y���{a°�7�[QC- �G7� %HDN1��yr� •Y�SuirZMe:ef� .�wrt�ydc - -,
N6L

DIVISION OF WATER QUALITY
FAYETTEVILLE REGIONAL OFFICE
July 16, 2002
MEMORANDUIYI
TO: Tom Reeder, Supervisor
Classification & Standards Unit
FROM: Paul Rawls, Water Quality Regional Supervisor
Fayetteville Regional Office
SUBJECT: Discharge of Groundwater containing 1, 4-Dioxane into
the Cape Fear River
Dupont Teijin Films and DAK Americas
Cedar Creek Facility
Cumberland County
Please find attached a Groundwater Assessment Report forwarded to me by Art
Barnhardt, Groundwater Regional Supervisor, Fayetteville Regional Office, on July 2, 2002.
The report, in part, states that groundwater exiting the bank of the Cape Fear River at the
subject site contains 1,4-Dioxane and is currently entering the River.
I am forwarding this information to you requesting that it be reviewed to determined if
the concentrations and volumes of this compound pose any threat to the Cape Fear River or
intended uses.
Please be aware that this is not the first such compound discovered to be exiting this site
and that there is a Superfund site at this location_
Dianne Reid is familiar with the site and may be able to direct you to historical
information contained in DWQ files.
Thank you for your assistance in this matter.
Attachment

Review of NCS000389 analytical data.
Parameter
Benchmark
Outfall #1
Units
BOD5
30
mg/l
COD
120
mg/l
Lead
0.033
0.01
mg/l
Nitrate + Nitrite
10
mg/l
Oil and Grease
30
5
mg/l
Phosphorous
2
mg/l
pH
6-9
7.35
su
TSS
100
17
mg/l
Review of the above data showed that of the pollutants monitored none of them showed up at
levels of concern. However, since there was no data shown for COD and it is a parameter of
potential concern it will be monitored for annually and quarterly the fourth year of the permit.

S. cti.. ncti�c . r.� •ga-c=-;ar. • e._ . 1. £?A I_:. Vi1M6EA
GENERAL INFORMATION ,
,V�MA Conrolidaead Permits Prcgtwn F
GENERAL (Read the "General lnrtrurr_
Ana• htronr startlnt. ,
. y
_
GENERAL INSTRUCTIONS ••
1. EPA I.D• NUMBER
If a prepnnted, laoal has been provided, off
it in the designated space. F11"aw the rrlforr
I. rAC, IL1,T AME
anion carefully; i1 any of it is irtcorr=ct, cis
through it and enter the dorrei data in tI
appropriate fill—in aces below. Also, if any
AGILITY
the preprinted data is absent (the arcs to 0V'•MAILING
ADDRESS P EASE LA
BEL IN HIS SPACE anise sirs d &Aped!, ptGal,e Arovkm t�in�d
Proper fill—in aree(s) .below. It this labat
aoaaplete and correct, you. need not comple
Items 1, 111. V. and VI fexcaepr yr-R vp*k
FACILITY
must he completed leputdiesfl. Compute I
V 1.
LOCATION
items if no label has been provided. After
the instructions for detailed item desari
tions and for the legal authorisations und,
which this dais is Collected.
IL POLLUTANT CHARACTERISTICS
INSTRUCTIONS: Complete A through 1 to determine whether.you negd.>sq submit, any permit Ilpplil:etion formk-to the EPAAUyou answer "yes" to any
question you. mustsubmit this fortn' and the wpp(tlnentel form bated in the parenthesis following tftetflltstion, dark "X" in'the boz in the third column
if the supplemental forte is "ched. If you answer "no" to each question. you need not submit any of these forms. You may answer "no" if your activity
Is excluded from permit requirements, see Section C of the itys Mt;tionL
Sae also. Section 0 of the irtstrtictjom for defin:tiorts of bold—faced tartn.
SPCCrf IC QUESTIONS
srtCIFIC OtrEST10 #t5
+aw .o
a���w
ter•
wo
�R��ws
A. If this IaCilitV a publicly owned treatment woria
1
8. Dom or will this facility (eitrier exix my or proposedl
ivhlch results in a discharge to waters of the U.S.?
include a eaxwerttnetad anima fleeding operation or
(FORM 2A)
equatie animal production facility which results in a
di#rlurVe to aratarti of the U.S.? (FORM 281
.. ,.
:.
C. Is this a factittv whim currentiv results In discheriIiiia
to werwre the AJ.S_ described irr
D. Is this a pro rty O sr art ose tar=ftbrd
1x
of wher•than %hasp
in A or B a4orel which, will result in a diseheirge to
A at B above FORM 2C)
warlim of the U 7 WORM 2O)
E. Does or will this facility trbat, stare, or dispose of
karat" [FORM 3)
F. Do you or will you inject at this facility industrial or
ownicipal effluent below the lowermost stratum con -
wastes?
A
tafning, within one quarter mile of the well bore,
g
underground Sources of drinking wetir? (FORM 41
,�
�,
,:
s
,.
you or w you Inject at +s facility any p
water or other fluids which are brought to the surface
H. Do you or will you inject at this feci[i}y fluids for spa•
in Connection With conventional oil or natural gas pro-
Cia1 Proceseft such as raining of sutfur by the fr=ch
cl=tian, iniecn fluids used for enhanced recovery of,
x
process„ ilolutfon mining of fninerals. In situ combuk
tion of fbesil fuel, or recovery Af geotherrreal itneryy7
oil or natural gas, or inject fluidt for stoiage of (quid
(FOAM 41
lh rocarbons? (FOAM 4)
��
r
Ir
„-
s .
,.
I. s t Is facility a proposed statmmary source is
is th;i facility e PiD031id SUODC=ry aourm Which ill
one of the 28 industrial categories listed in the in-
NOT one of the 28 indusutal categories listed in the
strumions and Which will potentially emit 100 tons
i =%xtknu and which will potentially emit 250 tore
per Veer of any air pollutant regulated under the
per year of any eir pollutant regulated under the Crean
Clean Air Act and - may affect ors be located in an X
Air Act and, may affect or be located iti an ambutlent
lament array (FORM 51 ... At
areal [FORM 511 .�
.,
OIL NAME OF FACILITY
I
f SKIP DAK Resins LLC
ifs fJ1C1ti17Y VNlll<ACr
NAmle a TITLE (Iosl, ftrel, ! fifttf . a. PHONE Cerra Cade & no.)
c r
2 Craig Liete .. S.S.E. Manager
91U 433 gzp
V. FACILITY MAfL1NG AOOF
A. STREET OR. P14. BOX
cc
,-
3 P.O. Box 1690
.,
w CITY Oft TOWNS
- C.STATE D. r". COOS
- -T t I I
d I
I 1 4I ,
t7 r
V1. FACILITY LOCATION
A. STREET. ROUTE NO. OR OTHER SPECIFIC 109"TIFIER
5
Creek Romid,
11 1a
a.
a COUNTY NAME
C. CITY OR TOwNr
F. .STATf: E_ ZIP CORE b
C
IEPA form 351Cl_ 1 IRev. I"iDI
1-12
CONTINUE ON'FIEVagbr

COOES W-diq-t, in order or
A. FORST
■ SECO'No
7ERAF
tic Materials; Synthetic Resins 7
ispeclfi
C. THING O. FOURTH
ispecrJti1
7V4MAT1A.
NAME . la Cho narne Ilatad h
Itwn V I I I -A atm wN
asins. LLC YES � Nc)
isPERATOR
(Enter the appropriate ktter into rile answer boa. if "Other" specify.) O. PHONE {area Code & no.r
AL - PUBLIC (other nhan federai or state?
(specify) `
S -STATE O - OTHER (specify) p
Agin
820i}
P PRIVATE w
�� �• - rs
�� r
a
E. STREET OR P.O. •OA
Ta ..
F. CITY OR TOWN G.STAT M. ZIP CoOE IX. INOIAN LAND
'I i I I I I t I Is the facility located an Indian Ends?
0 YES 1P NO
gttevillg s:
•• N N - of of aT-
X. EXISTING ENVIRONMENTAL PERMITS
A. NPOES {Ditrhartes to Surface Maim) O. Pso (Air Ern(ssiwu from Proposrd Sources/ —
9 N 9 P
J.s �• �r n u
a. -u sc fUnderjrO ynd InieCTfon of Fluids)
E. O T H E R l fl peCify j
t
g
T .
U
t
9
r
(lpedfy)
Synthetic Minor — Air Quality
.s
.a .a
.a r
as
.a
.r .a -
C. KCRA JHOZardOut WOMS)
E, CTsiER fspecifyf
civil c T I a I I a I I rZpeC=fyi
s - Ft 9
a ;T
,. Me 41 .a 1"I , e­]a
xL IY{AP
Attabh to this application a topographic map of the areas extending to at least one mile beyond property bounderies. The map must show
the outline of -the facility, the- location of each of its existirsg and proposed intake. and discharge structures, each of its hazardous waste
treatment, storage, or disposal, facilities, and each well°where it irilects fluids underground. Andrade all springs, rivers and Wither surface
water bodies in the map area. See instructions for precise requirements.
XGI. NATURE OF BUSINESS rProvidna briefdewripacir
The facility is primarily engaged in the manufacture of polyester chips, which will be used
to produce various plastic items for industrial and/or consumer use.
X111. CERTIFICATiON &w fnrwcaoml
1 certify under penalty of Saw that I have personally examined and am familiar with the information submitted in this application and all
attachments and that, based on my inquiry of those persons ir»media ly responsible for obtaining the information contained in the
application, I believe that the information ii true, accurate and comple . 1arware that there are significant penalties for submitting
false information, including the possibility of fine and imprisonment
A NAME f OFFICIAL TITLE ,type or printi ■. sic U E C. DATE SIGNED
Oscar Montemayer
J4 _5
Vice President ZW I
COMMENTS FOR OFFICIAL USE ONLY
C
.a .a
EPA Forth 3510.1 iRev. 10-801 Revenp i /
1-13

EPA 10 t4umber (ropyfrwn mom I of Form fJ
0148se-print or type in the unshaded areas only.
Form Approved. OMB No. 2040-086
Approval expires 5,31-92
Form
2FEPA
NPoEs
United States Environmental Protection Agency
Washington, DC 20460
Application for Permit To Discharge Stormwater
Discharges Associated with Industrial Activity
Paperwork Reduction Act Notice
Public reporting burden for this application is estimated to average 28.6 hours per application, including time for reviewing instructions.
searching existing data sources, gathering and maintaining the data needed, and completing and reviewing the collection of information. Send
comments regarding the burden estimate, any other aspect of this collection of information, or sugggestions for improving this form, including
suggestions which may increase or reduce this burden to: chief, information Policy Branch, PM.0, U.S. Environmental Protection Agency.
401 M 5t., SW, Washington, DC 20460, or Director, Office of information and Regulatory Affairs, Office of Management and Budget,
Washington, DC 20503.
1.Otstfall Location
Poi each outfall list the latitude and lonclitude of Its location to the nearest I5 seconds and the name of the receiving water.
A. Outtall Number
list
B. Latitude
C. Lon itude
D. Receiving Water
name
ll.Improvements
A Are you now required by any Federal. State, or local authority to meet any implementation schedule for the construction, upgrading or
operation of wastewater treatment equipment or practices or any other environmental programs which may affect the discharges
described in this application? This includes, but is not limited to, permit conditions, administrative or enforcement orders. enforcement
complianoe schedule letters, stipulations, court orders, and grant or loan conditions.
1. Identification of Conditions,
teements, Etc.
2. Affected Outfails
3, &let Descrf flan of Pro ect
4- Final
Compliance Date
number
source of discharge
a, (eq,
b. proi.
13. You may attach additional sheets describingg any additional water pollution (or other environmental projects which may affect your
discharges) you now have under way or which you plan, indicate whether each program is now under way or planned, and indicate your
actual or planned schedules tot construction.
Ill. Site Drainage Ma
Attach a site map showing topography {or indicating the outline of drainage areas served by the outfall(s) covered in the application it a
topographic map is unavailable) depicting the facility including: each of its intake and discharge structures: the drainage area of each storm
water outfall. paved areas and buildings within the drainage area of each storm water outfall, each known past or present areas used for
outdoor storage or disposal of significant materials, each existing structural control measure to reduce pcMutants in storm water runoff,
materials loading and access areas, areas where pesticides, herbicides, soil conditioners and fertilizers are applied, each of its hazardous
waste treatment, storage of disposal units (including each area not required to have a RCRA permit which is used for accumulating hazardous
waste under 40 CFR 262-34). each well where fluids from the facility are injected underground, springs. and outer surface water bodies which
receive storm water dischar es from the tacit .
IEPA Form 3510-21F (11-90) Page 1 of 3 Continue on Page 2
2F-1

Continued from the Front
A, • For each outfall, provide an estimate of the area (include un ts} o(impervious surfaces (1nduding paved areas and building roofs) drained
to the outfall, and an estimate of the total surface area drained by the ouW.
Outfall
Area of Impervious Surface
Total Area Drained
Outfall
Area of Impervious Surface
Total Area Drained
n'
3
205,410SF
1,138,725SF
B. Provide a narrative description of significant materials that are currently or in the past three years have been treated, stored or disposed in
a manner to allow exposure to storm water; method of treatment, storage, or disposal; past and present materials management practices
employed, in the last three years, to minimize contact by these materials with storm water runoff; materials loading and access areas; and
the location, manner, and frequency in which pesticides, herbicides, soil conditioners, and fertilizers are applied.
See the attached supporting documentation.
C. For each outfall, provide the location and a description of existing structural arxt nonstructural control measures to reduce poifutants in
storm water runoff; and a description of the treatment the storm water receives, including the schedule and" of maintenance for control
&jUiLnate dispgsal of any solid or fluid wast s other than UY discharge.
Outfall
List Codes Irom
Number
e 2F 1
See the attached supporting documentation
V. Plonstorrnwater Discharges
A. I certify under penalty of law that the outfall(s) covered by th' application have been tested or evaluated for the presence pf
nonstorrnwater dischar es, and that all nonstormwater discharges om these oulfall(s) are identified in either an accompanying Form 2C
-or i i houtfall-
Name and Official Title (type or print)
Signature
Date Signed
Oscar Monemayer
Vice President
u( Spa f
6. Provide a description of the method used, the date of aWKeqdrKj ar^e onsite drainage points that were directly observed during a test.
A visual inspection of the pond n /unt was performed during a period of dry
weather.
Vt. Si nificant Leaks or Sipills
Provide existing information regarding the history of slgnifiicanl teaks or spills of toxic or hazardous pollutants at the facility in the last three
years, including the approximate date and location of the spill or leak, and the type and amount of material released.
NONE
EPA Form 3510.2F (11-90) Page 2 of 3 Continue on Page 3
2 -2

EPA ID Number (Copy from Item I ofForm fJ
Continued from Paqe 2 .
C. & D: See instructions before proceeding. Complete one set of tables for each outfall. Annotate the outfall number in the space provided.
Tables Vil k Vti-8. and V11-C are included an Separate sheets n mbered MI-1 and VW2.
rr_-8'ZPolrential
discharges not covered by analysis - Is any pollutant listed in Table 2F-2 a substance or a component of a substance which you
rently use or manufacture as an intermediate or final product or byproduct?
Yes l all such pollutants below No o fo section
Cobalt
WIL Siolo-OiCal Toxicity Testing Data
Do you have any knowledge or reason to believe that any biological test for acute or chronic toxicity.has been made on any of your discharges or
on a receiving water in relation to your discharge within the last 3 years?
F-1 Yes (7ist all suchEaLutants below). No o to Section 09
DL -Contrarj. Analysis Information
Were any of fhe inafyses reported in hem V performed by a contract faboratory or cortsutting firm?
® Yes (fist the name, address and telephone number of, and pollutants No (go to Section V
A. Name
8. Address
C. Area Code R Phone No.
D. Pollutants Analved
YEA
PO Box 12846
(919) 6770090
011 and Grease
Research Triangle
Lead, Total TSS
Park, KC 2TTp9
l certify under penalty of law that this document and all attachments were prepared under my direction or
supervision In accordance with a system designed to assure that qualified personnel properly gather and evaluate
the information submitted. Based on my inquiry of the person or persons who manage the system or those persons
directly responsible for gathering the information, the information submitted is, to the best of my knowledge and
belief, true, accurate, and complete_ l am aware that there are significant penalties for submitting false information,
Including the possibility of fine and imprisonment for knowing violations.
A. Name & Official Title (type orprint)
B. Area Code and Phone No.
Oscar ontemayer
($77y) 432-2766
Vice PkqsAdent
C. Signature 1
D. Date Signed
✓4 %0/
EPA Form11-90) Page 3 of 3
2F-3

I
EPA 10 Number (copy from Item ! of Form ►) I ' """ "PProvec• CJRi U No. 2040-0086
APpr'oV4 exPires 5-31-92
VIL Dischar e. fMorlmation (Contiriued from page 3 of Forrh 2F
Part A - You must provide the results of at least one analysis for every pollutant in this table. Complete one table for each outfall. See
instructions for additional details.
Pollutant
and
CAS Number
fit available}
Maximum Values
(include units)
Average Values
'(include units)
Number
of
Storm
Events
Sampled
Sources of Pollutants
Grab Sampfe
Taken During
First 30
Minutes
Flow -weighted
Composite
Grab Sample
Taken During
First 30
Minutes
Flow -weighted
Composite
Oil and Grease
5mg/L
4 5mg/L
1
Outfall 1
Biological Oxygen
Demand (BODS)
Not Sam led
Chemical Oxygen
Demand (COD)
am
Not Sled
Total Suspended
Solids (TSSI
17mg/L.
24mg/L
1
Outfall 1
Total Neldahl
Nitr en
-Not Sampled
Nitrate plus
Write Nitrogen
Not Sampled
Total
Phosphorus
Not Sampled
:
PH Minimum- J 5 Maximum Minimum Maximum
Part 0 - Last each pollutant that is limited in an effluent guideline which the facility is subject to or any pollutant listed in the facility's NPDES
permit for its process wastewater lif the facility is.operating under an existing NPDES permal Complete one table for each outfall.
See the instflAclignS for addiliol3al
Pollutant
and
CAS Number
(if available)
Maximum Values
(include units)
Average Values
(include units)
Number
of
Storm
Events
Sampled
Sources of Pollutants
Grab Sample
Taken During
First 30
Minutes
Flow -weighted
Composite
Grab Sample
Taken During
First 30
Minutes
Hove -weighted
Composite
e-
EPA Form 3510-2F (11-90) Page Vlt-t Continue on Reverse
*Gutfall 3 is representariue of the stormwater from Outfall 1.

rkmtrAtied from the Front
Part C - List each pollu6t shown In Tables 2F.2, 2F-3, and 2F-4 that you know or have reason to believe Is present, See the instructions for
additional details and requirements. Complete one table for each 60a.11.
Pollutant
and
CAS Number
(davailable)
Maziriium Values
(include un fsj
Average Values
(inalude unffsj
f nnber
of
Storm
Events
Sampled
Sources of Pollutants
Grab Sale
Taken During
First 30
Minutes
Flow-welghted
Composite
Grab Sample
Taken puring
First 30
fAnutes
flow -weighted
Composite
Al and Grea
a 5m L
5m L
1
Outfall 1 *
Lead Total
IOu L
10u L
1
0utfall 1 *
Part D - Provide data for the storm events which resulted In the maximum values for the flow wei hted complosite samp4e.
1.
Date of
Storm
Event
2-
Duration -
of Storm
in minutes
3.
Total rainfall
during storm event
rn lnches2
4.
Number of hours between
beginning of storm meal'
cared and and of previous
measurable rain event
5.
Maximum ftoe rate
during rain event
{gallonslminure or
specffy unhs
6.
Total flow from
rain event
(gallons -or
specify unhs)
7.
Season
sample was
taken
$.
Form of
Precipitation
(rainfall,
snowrnelr}
1/24/
6 270-
0.21
96
1,056
285,120
winter
rainfall
9. Provide a descri Lion of the method of flow measurement or estimate.
26.1 acres x 43,560 SF/acre x 0.21 in/ft x 7.4805 Gal/CF
148,832 Gal / 270 min.= 551 GPM
146,832
trw f *Outfall i o�-16 is representative of Met stormwater from Outfall No. 001.
2F_5

. � t \-� 3 " �a,.•s � rw ti.• �, .� e.. �(;L ti >a r I 'fitn��ln, �..3 r ! •' :' � .. _ 5' •. r ry
1 ( r - t• .�
..: ..J�.� F.y.4 'kui '� `'., , E:�,:i� ;p,,,( �. �� 1�•'ftt,, _�,`i try �•.
i r �' � , �, ,,.,, -. s: fit,.. , ? .' � : /� • ' air �. }`"!G-� • . t' �C
I r .j `,� " � � � ,i it ' . -'-� / ! i i ♦ .` :�,�.� `�
� ,•r I 1 :4� E' �r °..r eE ".� - �. r �"�1� `'.`'- 'W'~�"it. "urf'�' � � {
V!'r'' � �,k � _� 5..,•RI� �� y yr.--1j4 • }�'• k:`. � ,r e •,,,' �,I :� •i��=_ r r,,,` r'� `
r rxq 1 r '..;i $ $J i } ;, r 1!' �fJ r,\ 5 '�''� �3� i '�\T • I•I� -- ��l ` L
Y r4, ' iR .^ t L+r - ` .F--� fv`_- Tom.
Y 2 —�..�.�., ' 1 if F I��i.`� _ n � fEf/, tl-�.,�1 t f� � � } ��i4`l � f� f �� ' ti. �.,�
e,i+i� `. �: ` tif-.�.. r" i �. ,tea rt'
e '� y u � �• � .'_ R l �..� .e�yy� l _ . -mow.._ . �.. .. � -
i1y /Ij', rf - .y, � \�� /� .. `; J PT+`• }... _ � �y� may] J`'(
•.., .� •_ t'�` R��� 3j•�A'.� �`-�'S"T5`���' _ ,'-r�x�.2� '.111e •7:�t
•
- , �� �• ..�_' t '
- ��JI
►-
�
Z
U
r
0
O
Z .. Q
_ Z
VJ LL
J r-� ire'`' =s
• s a,1.,,r '4.' i{rR .EY i i ' ! +? •+C.�'12 .- \
r� r t 51 r �•..�,r • ! 4 a .. _,—. � _ f !, x � u � r ri•; [�� ].ay�5 � F IY - .,.
,
;`
v � 7 i �w'
cn
U
5 F
1 y �L/. t - S �t�17,��• iy �' : t 1. 1
. '1 '�� J• i�f4�""+ i f,C
d.++,,�� C'"'.. -'n �y .c E�`7r°y'�j L J/�+ ._, J � }{ t��jj 1 �: ,����.•�r sr'r aksm"' s� 4�,irir�/'l,It"-.�-�
tz >�., ' 'r^E 6 Fes: '.{� ' - +11i Gr to�ri4"} r✓ (� ,�� q
` `•�_ '• 1�"
.I
[7
�1
� 'r / ai✓ I ��".,• ..�
y;, ♦ (r� r<'� t..*i ;% f.,, T :ecif?: ,#
5� � �,�� �.p yy
,U 1/�I er � ; r R1 nL' r�� E �� •:i� ;-� +i%\\ r :''`ti:
� �•1 - i
� 1. 1 ���•"'•.•�1 �-..-�„S 1 { {� fli •/r�
4� `•` �1 i1C= h �i, ��I\ ,�
� 4 �1',.. {..��
L -�-'}
Y� �4 1 r
I ��� ".�- ", i'� �i'^�••YYII+� � ' u'�� ��T' %/lam k! �
`''� t ' r`'^�: � r �•' fr ,r r '/ "1 � I " r�'R} � `�i�ii'� ��'s`�' ', ;x,.; q: � �, a '� • i;''.
�, ��`' . yj """�--= r- (.)� 4 • �� '� jf t/f k < a:' :t • i'� , <3,.a',r =� �' i� tt .."1 i r
r�ti �l"• :s .` 1 -� /! a#� lU ` ,� t }f 1 r `/ ? .4�� � •rr �f f�i ,•+,', r,{�, • 5 f +
� Y- ♦ rE- r l I -. k"t1 � 1 � ' �S Se1l ,Y^ �'•'- f � '•Sa � d"S� I
a
I" .T\� 'j ��,rf�1� 'r r1 � � E ,' J i/�^ri�•N4 r M�.� n � _ _ ..�� - b•�J
1";tip! � sf�.� �{,��+• �� :w � f �� :� � E!} ' ��4„ �1f r _ ! n,�++��// d1... ��"' �11'P�, �. My. q�, +r J° �, '`ti�i+�ri7r,� 1y. i
I'k i .✓y�"1r , ! t. _ � \ � r 1 t `� rr^ ' �i } rN '� i 4 �' '.� �' b � u ?�'!' � �, � I' ��, °a ` , 1 : �
Q
:
6'+-..iK 5 Stay Sx 1 /,iY,, i...,.y" bl.` f
j(�{l l,r`\ if 1!{'jG 1i. 5 _. lY Y'.�,_I
E'Il Jk: + I IV
�'T"! "�;",r .a«.1 •i n;. 4L ` _ �j 1 ;•y "`�(. �_I
wj \► ✓'°'✓i 1!•' i °+� J i _/"� ! l ..` 7f•!I r�/��•-r 7..,----''•� E �r 1•. -._ ,f
Q0
G
N
,•y
LQL
Ci U
rr
�,,-'`�-•... ':- . � ,I �4� � - �� .';ice 'lam
Z � O
•,r` � (-
4.
Z
All
Ji".� -. - L.•�
'� '. 11i
zw(,r)
LLI
U
r/e J' A"'�'Y `, EL it+�e } A.' i } V' �.•
ti
c,
'I 4�y � ar. ^y 'p�w� ': �- ,/ •v: i 1 ��• � I -L• �I�' �� `4 •`a - _ �-• ,.'.r:!= .i -. w � 1
�• `� 1, T.... �.+s :'� r 4 r. ,� /�N�'b�l C� �l 5 5�1s c5.` f.r' '-1
E ( - ! F J,.. 1 � ♦ �±} ��� ;�, � _r - 1. _1 'e(.". � (�{{+1j\]
•ey,trj f-_ 4 Fi. i( ` rr m, t \� I � , �', ail �� � � �.,/r - ^^'- ��,��'� r l'.
1'
U
�
C9
Y
� Q r.,il
� ,? �,,
'`'►•'1" ,,{' 4,.-i.w '` t �• ,L"{ � 'r S?.�� ' �-••- �-1 �i `--�_..,...r.
_L�I n ,., L I M. 1',,. t �
lr tT�T`
_r I h..
��•/- k 3 !r�...� ° - l �`5 k L? lam; H, I �( ��
},
`:•,
L¢i
77 , y4. iL��'.
i "f1,r iirr �`' r;{�, ;'ro�Y.;, _,�.,�,J .,1 .,��.r.�r '� i'i
h'E !'^r4
f.• , 5 �.l ._.�.._
10U-391 i-00-0+01 .9EI

Y
Qm

3 OF W A �F9
, +►:. `©r� GAG
j r
�I
fl '�
February 2, 2005
Mr. Craig Leite
DAK Americas, LLC
PO Box 1690
Fayetteville, NC 28382
Dear Mr. Leite:
Michael F. Easley, Governor
William G. Ross Jr-, Secretary
North Carolina DepaTenent of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
Subject: Permit No. NCS000389
DAK Americas, LLC
Formerly DAK Resins
Cumberland County
Division personnel have reviewed and approved your request to change the your name under the General Permit,
received on February 2, 2005.
Please find enclosed the revised Certificate of Coverage. The tetms and conditions contained in the General
Permit remain unchanged and in full effect. This revised Certificate of Coverage is issued under the requirements of
North Carolina General Statutes 143-215.1 and the Memorandum of Agreement between North Carolina and the U.S.
Environmental Protection Agency.
If you have any questions, please contact the Stormwater Permitting Unit at [phone], extension 502.
Sincerely,
'i�44 &'thl
Alan W. Klimek P. E.
CV. DWQ Central Files
Fayetteville Regional Office, Water Quality Section
Storrnwater Permitting Unit
� 179 -3 . �2
Now �Carolina tura!!y
North Carolina Division of Water Quality 1617 Mail Service Center Raleigh, NC 27699-1617 Phone [phone] Customer Service
Intemet h2o.emstate.mus 512 N. Salisbury St. Raleigh, NC 27604 FAX [phone]
An Equal OpportuOyiAfllrmative Action Employer- 50% Recyc[ed1l0°% Post Consumer Paper

w
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
PERMIT NO. NCS000389
STORMWATER DISCHARGES
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
In compliance with the provision of North Carolina General Statute 143-215.1, other lawful standards and
regulations promulgated and adopted by the North Carolina Environmental Management Commission, and the
Federal Water Pollution Control Act, as amended,
DAK AMERICAS, LLC
is hereby authorized to discharge stormwater from a facility located at
DAK AMERICAS, LLC CEDAR CREEK SITE
to receiving waters designated as the Cape Fear River, a class C stream, in the Cape River Basin in accordance with
the effluent limitations, monitoring requirements, and other conditions set forth in Parts I, II, III, IV, V, and VI
hereof.
This permit shall become effective February 2, 2005.
This permit and the authorization to discharge shall expire on August 31, 2008
Signed this day February 2, 2005.
Alan W. Idimek, Director
Division of Water Quality
By Authority of the Environmental Management Conunission
EEP, -1 0?

12/09/2004 11:54 FAX [phone] ENVIROKENTAL FILE ROOM
I.
IL
Uauel F,
- Govern
Wham G. Rom Jr.. Sec mtary
Worth C"Ine Department of Environment and ft ulal Resources
Ahm W_ Klknck p.E-
Dimciw. DiVWM of VYater Qualdy
WATER
CURRENT PERMIT ITUORR' A ION -
Permit Number: NICI j0-10-1Q1jjgal or
Certificate, of Coverage Number: 1�TIGGI l l j l I I
1. Permitboldcesname_ DAK-,Resins
2. Penttirssigning official's name andtitle: Craig Leite
(Person legally responsible for permit)
Operations Director
(Title) .
3. Mailingaddress: PO BOX 1690 City_ Fayetteville
State: NC Zip Code- 2$302
NEW OWNSRnWAME VgF0RMA770N:
1. 'Ibis request for cb=ge is a resift of
Phone: (. 910) 433-825 _
.� Chaoge in ownership of company Name change for company
._. 4CILO a is v.vne<ship of piopatyf�ciliry _ Na w change for property/haty
_ Oaten (please explain):
2. Owrw b2fi madon
Company or Owner Name: 'DAK Americas, LLC —
(name to be put on permit / certificate of coverage)
Owear'slopeaorsigsingoff'icmtsnatue: Craig re-ite Tiitic. Operations Directar
Company Contact: Anthony . Hud'soxr T Tide. -Safety—Environmental Manager
Owner Mailing address: City. ayettevi e
State: NC Zip Cock: 28382 — Phone: ( 91.0) 433-8338
E-mail address: [e-mail]
3. Facility Infer .
Facility Name:_" -DAK Americas, LLC Cedar 'Creek. Site
Facility Contact: Anthony Mdso>z Titles Safety—lrnviraianentai Manager
Facility Mailing address: 20 ,$Oy16gn Cit Fayetteville
State: NC Zip Code: 28302 Phone: 91fi )433-8339
isma address: ahudson@dakamericas. com
LE® -3 02
SWU-239-102501

1G/0e/LUU4 11:55 FAA 910371514T ENVIRORENTAL FILE ROOM 16006
PEPV II NAME / OWNERSHRP CHANGE FORM
THIS APPLICATION PACKAGE WELL NOT BE ACCEPTED BY THE DIVISION OF WATER QUALITY UNLESS
ALL OF THE APPLICABLE ITEMS LISTED BELOW ARE INCLUDED WITH THE SUBMITTAL.
REQUIRED LTEMS:
1. This completed application
2. Legal documentation of the transfer of ownership (such -as a contract, deed, articles of incorporation)
-Certification must be completed and signed by both the current permit bolder and the new applicant in the case of cbwge of
ownership. For name change only, complete and sign the application cerafication.
Current Permittee's Certification:
I, C ek-' LQ . , attest that this application foz name/ownership change has
been reviewed and is—ad&anur and complete to the best of my imowledge. I understand bat if all required pacts of this application
are not completed and that if all required supporting information and attachments are not inchrdcd, this application package will be
retained m incomplete.
Signature: Date: z l 01
Applicant's Certification:
be . A -e , attest that this aplibcatian for a namelownership change
has been revkwaTand is accurate and camstpkte to the best of my knowledge. I understand that if ali reguwad parts of this
application are not completed and that if all required supporting information and atbehments are not included, this application
package will be returned as incomplete.
Signature: Date: Z t� L Q J
THE COMPLETED APPLICATION PACKAGE, INCLUDING ALL SUPPORTING WORMATION & MAIMALS,
SHOULD BE SENT TO THE FOLLOWING ADDDRESS:
NC DENR / DWQ l Point Source Branth
Attn: 9 r.,
1617 Mail Service Center
Rath, North C>zrokina 276"-1617
LEB --A 02
S W'U-239-102501

ro�OF �Ar�9Q�
> -i
� Y
DuPont Teijin Films
Attn: Mr. Harvey M. Iwerks
3220 Cedar Creek Road
Fayetteville, NC 28312
Dear Mr. Iwerks;
Michael F. Easley, Governor
William G. Ross Jr,. Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Vdimek, P.E. Director
Division of Water Quality
October 12, 2004 DENR-FRO
OCT 1.5 2m4
®WO
Subject: NPDES Permit Renewal Application
Permit Number NCS000056
Individual Stormwater Permit
Cumberland County
The Division of Water Quality's Stormwater and General Permits Unit hereby acknowledges receipt of your renewal
application for coverage under NPDES Permit Number NCS000056 on October 6, 2004. The submitted renewal package
contained the following items:
Signed application
Site map
Analytical monitoring results summary
r Visual monitoring results surrunary
Y Best Management Practices summary
Narrative describing significant changes at the permitted facility
Y Signed Stormwater Pollution Prevention Plan certification
A preliminary review of the submitted renewal application package has been conducted and it appears to be complete- No
further information is required at this time. If you have any questions about the renewal process or would like to discuss
this letter, please contact me at [phone], extension 578.
Sincere
Aisha H. Lau
Environmental Engineer
cc: Fayetteville Regional Office
Stormwater Permitting Unit
Central Files
No Carolina
Aiurally
North Carolina Division of Water Quality 1617 Mail Service Center Raleigh, NC 27699-1617 Phone [phone] Customer
Service
Intemet: h2o.enr.stale.nc.us 512 N. Salisbury St. Raleigh, NC 27604 FAX [phone]
An Equal QpportuMylAfftrmatnre Action Employer - 50% Aecycled110% Post Consumer Paper

08/06103
Permit Humber NCS000389
Program Category
NPDES SW
Permit Type
Stormwater Discharge, Individual
Primary Reviewer
aisha_lau
Permitted Flow
Facility
Facility Name
DAK Resins LLC
Location Address
P O Box 1690
Fayetteville
Owner Name
DAK Resins LLC
Dates/Events
NC 28302
Permit Tracking Slip
status Project Type
In draft New Project
Version Permit Classification
Individual
Permit Contact Affiliation
Major/Minor Region
Minor Fayetteville
County
Cumberland
Facility Contact Affiliation
Owner Type
Non -Government
Owner Affiliation
OSCAR MONTEMAYER
P 0 BOX 1690
Fayetteville NC 28302
Scheduled
Orig Issue App Received Draft initiated issuance Public Notice Issue Effective Expiration
07112/01 05/23/03 06/08/03 V// Sl c 3 v/// v 3 '%31 t z V
_Regulated Activities Requested/Received Everts
Plastics & synthetics manufacturing Region comments on draft requested 05/23/03
Region comments on draft received 06/13/03
Outfall 1
Waterbody Name Stream Index Number Current Class Subbasin
CAPE FEAR RIVER 18-(26) C 03-06-15
5

NCS000389
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
PERMIT
TO DISCHARGE STORMWATER UNDER THE
NATIONAL POLLUTANT DISCII(ARGE ELIMINATION SYSTEM
In compliance with the provisions of North Carolina General Statute 143-215.1, other lawful
standards and regulations promulgated and adopted by the North Carolina Environmental
Management Commission, and the Federal Water Pollution Control Act, as amended,
DAK Resins LLC
is hereby authorized to discharge stormwater from a facility located at
3216 Cedar Creek Road
Fayetteville, NC
Cumberland County
to receiving waters designated as the Cape Fear River, a class C stream, in the Cape Fear River
Basin in accordance with the discharge limitations, monitoring requirements, and other
conditions set forth in Parts 1, II, III, IV, V and VI hereof.
This permit shall become effective September 1, 2001
This permit and the authorization to discharge shall expire at midnight on August 31, 2008.
Signed this day August 15, 2003.
for Alan W. Klimek, P.E., Director
Division of Water Quality
By the Authority of the Environmental Management Commission
AUG 2 U 2003
c:=,t\M9E5,.L

F wArF -
`O10 RIQ Michael F. Easley
Governor
0 William G. Ross Jr., Secretary
y North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
August 15, 2003
Mr. Craig Liete
S.H.E. Manager
DAK Resins L.LC
P.O. Box 1690
Fayetteville, NC 28302
Subject: Permit No. NCS000389
DAK Resins LLC
Cumberland County
Dear Mr. Liete:
In accordance with your application for a stormwater discharge permit received on July 12, 2001 we are
forwarding herewith the subject state - NPDES permit. This permit is issued pursuant to the requirements of North
Carolina General Statute 143-215 .1 and the Memorandum of Agreement between North Carolina and the US
Environmental Protection agency dated May 9, 1994 (or as subsequently amended).
For your information, 1,4-Dioxane has been added to your quantitative monitoring requirements since the draft
permit went to notice. Its addition was due to contamination that has been documented at the site.
If any parts, measurement frequencies or sampling requirements contained in this permit are unacceptable to you,
you have the right to an adjudicatory hearing upon written request within thirty (30) days following receipt of this letter.
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, Post Office Drawer 27447, Raleigh, North Carolina
27611 -7447. Unless such demand is made, this decision shall be final and binding.
Please take notice this permit is not transferable. Part II, B.2. addresses the requirements to be followed in case of
change in ownership or control of this discharge.
This permit does not affect the legal requirements to obtain other permits which may be required by the Division
of Environmental Management or permits required by the Division of Land Resources, Coastal Area Management Act
or any other Federal or Local governmental permit that may be required.
If you have any questions concerning this permit, please contact Aisha Lau at telephone number 919/733-5083
ext. 578.
Sincerely,
daARW� - Vim
JJ
cc: Mr. Roger O. Pfaff, EPA
Fayetteville Regional Office
Central Files
Stormwater and General Permit Unit Files
SWV-261-011001
©` A
WC- DENR
Customer Service Division of Water Quality 1617 Mail Service Center Raleigh, NC 27699-1617 [phone]
1 800 623-7748

Permit No_ NCS000389
11
TABLE OF CONTENTS
PART I INTRODUCTION
Section A: Individual Permit Coverage
Section B. Permitted Activities
Section C: Location Map
PART II MONITORING, CONTROLS, AND LIMITATIONS FOR PERK =D
DISCHARGES
Section A: Stormwater Pollution Prevention Plan
Section B: Analytical Monitoring Requirements
Section C: Qualitative Monitoring Requirements
Section D: On -Site Vehicle Maintenance Monitoring Requirements
PART III STANDARD CONDITIONS
Section A: Compliance
and Liability
I.
Compliance Schedule
2.
Duty to Comply
3.
Duty to Mitigate
4.
Civil and Criminal Liability
5.
Oil and Hazardous Substance Liability
6.
Property Rights
7.
Severability
8.
Duty to Provide Information _
9.
Penalties for Tampering
10.
Penalties for Falsification of Reports
Section B: General Conditions
1. Individual Permit Expiration
2. Transfers
H

Permit No. NCS000389
3. Signatory Requirements
4. Individual Permit Modification, Revocation and Reissuance, or
Termination
5. Pen -nit Actions
Section C: Operation and Maintenance of Pollution Controls
I.
Proper Operation and Maintenance
2.
Need to Halt or Reduce Not a Defense
3.
Bypassing of Stormwater Control Facilities
Section D: Monitoring and Records
1.
Representative Sampling
2.
Recording Results
3.
Flow Measurements
4.
Test Procedures
5.
Representative Outfall
6.
Records Retention
7.
Inspection and Entry
Section E: Reporting
Requirements
I.
Discharge Monitoring Reports
2.
Submitting Reports
3.
Availability of Reports
4.
Non-Stormwater Discharges
5.
Planned Changes
6.
Anticipated Noncompliance
7.
Bypass
8.
Twenty-four Hour Reporting
9.
Other Noncompliance
10.
Other Information
PART IV LIMITATIONS REOPENER
PART V ADMINISTERING AND COMPLIANCE MONITORING FEE
REQUIREMENTS
PART VI DEFINITIONS ' g.-b
AUG ?_ U 2003
CENTRALF;� ��

Permit No. NCS000389
PART I INTRODUCTION
SECTION A: INDIVIDUAL PERMIT COVERAGE
During the period beginning on the effective date of the permit and lasting until expiration, the
permittee is authorized to discharge stormwater associated with industrial activity. Such
discharges shall be controlled, limited and monitored as specified in this permit.
SECTION B: PERMITTED ACTIVITIES
Until this permit expires or is modified or revoked, the permittee is authorized to discharge
stormwater to the surface waters of North Carolina or separate storm sewer system which has
been adequately treated and managed in accordance with the terms and conditions of this
individual permit_ All discharges shall be in accordance with the.conditions of this permit.
Any other point source discharge to surface waters of the state is prohibited unless it is an
allowable non-stormwater discharge or is covered by another permit, authorization or approval.
This permit does not relieve the permittee from responsibility for compliance with any other
applicable federal, state, or local law, rule, standard, ordinance, order, judgment, or decree.
Part I Page t of 2

SECTION C: LOCA7TION MAP
T-
Fudson
0
I: 1
Qrt
WMm RM
F-t-li'm
Permit No. NCS000389
IV I
xk
ix, 6
'40
iam
Ix
, mml
— ----- Part I Page 2 of 2

Permit No. NCS000389
PART II MONITORING, CONTROLS, AND LIMITATIONS_ FOR
PERMITTED DISCHARGES
SECTION A: STORMWATER POLLUTION PREVENTION PLAN
The permittee shall develop a Stormwater Pollution Prevention Plan, herein after referred to as
the Plan. This Plan shall be considered public information in accordance with Part III, Standard
Conditions, Section E, Paragraph 3 of this individual permit. The Plan shall include, at a
minimum, the following items:
Site Plan. The site plan shall provide a description of the physical facility and the
potential pollutant sources which may be expected to contribute to contamination of
stormwater discharges. The site plan shall contain the following:
(a) A general location map (USGS quadrangle map or appropriately drafted
equivalent map), showing the facility's location in relation to transportation
routes and surface waters, the name of the receiving water(s) to which the
stormwater outfall(s) discharges, or if the discharge is to a municipal separate
storm sewer system, the name of the municipality and the ultimate receiving
waters; and accurate latitude and longitude of the point(s) of discharge.
(b) A narrative description of storage practices, loading and unloading activities,
outdoor process areas, dust or particulate generating or control processes, and
waste disposal practices.
(c) A site map drawn to scale with the distance legend indicating location of
industrial activities (including storage of materials, disposal areas, process areas
and loading and unloading areas), drainage structures, drainage areas for each
outfall and activities occurring in the drainage area, building locations, existing
BMPs and impervious surfaces, and the percentage of each drainage area that is
impervious. For each outfall, a narrative description of the potential pollutants
which could be expected to be present in the stormwater discharge.
(d) A list of significant spills or leaks of pollutants that have occurred at the facility
during the 3 previous years and any corrective actions taken to mitigate spill
impacts.
(e) Certification that the stormwater outfalls have been evaluated for the presence of
non-stormwater discharges. The certification statement will be signed in
accordance with the requirements found in Part III, Standard Conditions, Section
B, Paragraph 3.
2. Stormwater Management Plan. The stormwater management plan shall contain a
narrative description of the materials management practices employed which control or
minimize the exposure of significant materials to stormwater, including structural and
nonstructural measures. The stormwater management plan, at a minimum, shall
incorporate the following:
Part II Page 1 of 6

Permit No. NCS000389
(a) Feasibility Study. A review of the technical and economic feasibility of changing
the methods of operations and/or storage practices to eliminate or reduce exposure
of materials and processes to stormwater. Wherever practical, the permittee shall
prevent exposure of all storage areas, material handling operations, and
manufacturing or fueling operations. In areas where elimination of exposure is
not practical, the stormwater management plan shall document the feasibility of
diverting the stormwater runoff away from areas of potential contamination.
(b) Secondary Containment Schedule. A schedule to provide secondary containment
for bulk storage of liquid materials, storage of Section 313 of Title III of the
Superfund Amendments and Reauthorization Act (SARA) water priority
chemicals, or storage of hazardous substances to prevent leaks and spills from
contaminating stormwater runoff. If the secondary containment devices are
connected directly to stormwater conveyance systems, the connection shall be
controlled by manually activated valves or other similar devices [which shall be
secured with a locking mechanism] and any stormwater that accumulates in the
containment area shall be at a minimum visually observed for color, foam, outfall
staining, visible sheens and dry weather flow, prior to release of the accumulated
stormwater. Accumulated stormwater shall be released if found to be
uncontaminated by the material stored within the containment area. Records
documenting the individual making the observation, the description of the
accumulated stormwater and the date and time of the release shall be kept for a
period of five years.
(c) BMP Summary. A narrative description shall be provided of Best Management
Practices (BMPs) to be considered such as, but not limited to, oil and grease
separation, debris control, vegetative filter strips, infiltration and stormwater
detention or retention, where necessary. The need for structural BMPs shall be
based on the assessment of potential of sources to contribute significant quantities
of pollutants to stormwater discharges and data collected through monitoring of
stormwater discharges.
3. Spill Prevention and Response Plan_ The Spill Prevention and Response Plan (SPRP)
shall incorporate an assessment of potential pollutant sources based on a materials
inventory of the facility. Facility personnel (or team) responsible for implementing the
SPRP shall be identified. A responsible person shall be on -site at all times during facility
operations that have the potential to contaminate stormwater runoff through spills or
exposure of materials associated with the facility operations. The SPRP must be site
stormwater specific. Therefore, a SPCC plan may be a component of the SPRP, but may
not be sufficient to completely address the stormwater aspects of the SPRP. The common
elements of the SPCC with the SPRP may be incorporated by reference into the SPRP.
4. Preventative Maintenance and Good Housekeeping Program. A preventative
maintenance program shall be developed. The program shall document schedules of
inspections and maintenance activities of stormwater control systems, plant equipment
and systems. Inspection of material handling areas and regular cleaning schedules of
these areas shall be incorporated into -the program_
cENTRAL jPamt Page 2 of 6

Pernut No. NCS000389
5. Employee Training. Training schedules shall be developed and training provided at a
minimum on an annual basis on proper spill response and cleanup procedures and
preventative maintenance activities for all personnel involved in any of the facility's
operations that have the potential to contaminate stormwater runoff. Facility personnel
(or team) responsible for implementing the training shall be identified.
6. Responsible Party_ The Stormwater Pollution Prevention Plan shall identify a specific
position(s) responsible for the overall coordination, development, implementation, and
revision to the Plan. Responsibilities for all components of the Plan shall be documented
and position assignments provided.
7. Plan Amendment. The permittee shall amend the Plan whenever there is a change in
design, construction, operation, or maintenance which has a significant effect on the
potential for the discharge of pollutants to surface waters. The Stormwater Pollution
Prevention Plan shall be reviewed and updated on an annual basis.
The Director may notify the permittee when the Plan does not meet one or more of the
minimum requirements of the permit. Within 30 days of such notice, the permittee shall
submit a time schedule to the Director for modifying the Plan to meet minimum
requirements. The permittee shall provide certification in writing (in accordance with
Part III, Standard Conditions, Section B, Paragraph 3) to the Director that the changes
have been made.
8. Facility Inspection Program. Facilities are required to inspect all stormwater systems on
at least a semiannual schedule, once in the fall (September -November) and once in the
spring (April - June). The inspection and any subsequent maintenance activities
performed shall be documented, recording date and time of inspection, individual(s)
making the inspection and a narrative description of the facility's stormwater control
systems, plant equipment and systems. Records of these inspections shall be
incorporated into the Stormwater Pollution Prevention Plan.
Stormwater discharge characteristic monitoring as required in Part II of this permit shall
be performed in addition to facility inspections.
9. Implementation. The permittee shall document all monitoring, measurements,
inspections and maintenance activities and training provided to employees, including the
log of the sampling data and of activities taken to implement BMPs associated with the
industrial activities, including vehicle maintenance activities. Such documentation shall
be kept on -site for a period of five years and made available to the Director or his
authorized representative immediately upon request.
Part II Page 3 of 6

Permit No. NCS000389
SECTION B: ANALYTICAL MONITORING REQUIREMENTS
During the period beginning on the effective date of the permit and lasting until expiration, the
permittee is authorized to discharge stormwater subject to the provisions of this permit.
Analytical monitoring of stormwater discharges shall be performed as specified below in Table
1.
All analytical monitoring shall be performed during a representative storm event. The required
monitoring will result in a minimum of 7 analytical samplings being conducted over the term of
the permit at each stormwater discharge outfall (SDO). The permittee shall complete the
minimum 7 analytical samplings in accordance with the schedule specified below in Table 2.
Table 1. Analytical Monitoring Requirements
D.�iscbar.ge F=-
Measrement;FYe uencyl
Sample. =
-$ample
-
1,4- Dioxane
mg/l
Annually year 1, 2,3
Grab
SDO
LQuarterly year 4
COD
mgA
Annually year 1, 2, 3
Grab
SDO
Quarterly year 4
Total Rainfa114
inches
Annually year 1, 2, 3
_
-
Quarterly year 4
Event Duration4
minutes
3 2 1 Annually year , ,
-
-
_Quarterly year 4
Total Flow4
MG
Annually year 1, 2, 3
_
SDO
Quarterly year 4
Footnotes:
1 Measurement Frequency: Once per year during years 1, 2, and 3 of the permit term. Each quarter during the 4'
year of the permit term. A year is defined as the 12 month period beginning on the month and day of issuance of
the Permit. See Table 2 for schedule of monitoring periods.
2 if the stormwater runoff is controlled by a stormwater detention pond, a grab sample of the discharge from the
pond shall be collected within the first 30 minutes of discharge. If the detention pond discharges only in response
to a storm event exceeding a ten year design storm, then no analytical monitoring is required and only qualitative
monitoring shall be performed.
3 Sample Location: Samples shall be collected at each stormwater discharge outfall (SDO) unless representative
outfall status has been granted.
4 For each sampled representative storm event the total precipitation, storm duration, and total flow must be
monitored. Total flow shall be either; (a) measured continuously, (b) calculated based on the amount of area
draining to the outfall, the amount of built -upon (impervious) area, and the total amount of rainfall, or (c)
estimated by the measurement of flow at 20 minute intervals during the rainfall event.
AUG U ZUUJ
C-. ti rjPait IV I.Page 4 of 6

Permit No. NCS000389
Table 2 Monitoring schedule
Montt nn iod
Sam Ie NurnbelOr
St rt=m
EdNEW
Year 1
I
September 1, 2003
August 31, 2004
Year 2
2
September 1, 2004
August 31, 2005
Year 3
3
September 1, 2005
August 31, 2006
Year 4 - V quarter
4
September 1, 2006
November 30, 2006
Year 4 - 2°° quarter
5
December 1, 2006
February 28, 2007
Year 4 - 3" quarter
6
March 1, 2007
May 31, 2007
Year 4 - Wh quarter
7
June 1, 2007
August 31, 2007
SECTION C: QUALITATIVE MONITORING REQUIREMENTS
Qualitative monitoring requires a visual inspection of each stormwater outfall regardless of
representative outfall status and shall be performed as specified below in Table 3. Qualitative
monitoring is for the purpose of evaluating the effectiveness of the Stormwater Pollution
Prevention Plan (SPPP) and assessing new sources of stormwater pollution. No analytical tests
are required. Qualitative monitoring of stormwater outfalls does not need to be performed during
a representative storm event.
In the event an atypical condition is noted at a stormwater discharge outfall, the Permittee shall
document the suspected cause of the condition and any actions taken in response to the
discovery. This documentation will be maintained with the Soormwater Pollution Prevention
Plan.
All qualitative monitoring will be performed twice per year, once in the spring (April - June) and
once in the fall (September - November).
Table 3. Qualitative Monitoring Requirements
s x� '.
Discharge Cha% acteristtcs _
Frequency
Monitoring
_
If M
WPM
Color
Semi -Annual
SDO
Odor
Semi -Annual
SDO
Clarity
Semi -Annual
SDO
Floating Solids
Semi -Annual
SDO
Suspended Solids
Serra -Annual
SDO
Foam
Semi -Annual
SDO
Oil Sheen
Semi -Annual
SDO
Other obvious indicators
Semi -Annual
SDO
of stormwater pollution
Footnotes -
Part 11 Page 5 of 6

Permit No. NCS000389
1 Monitoring location: Qualitative monitoring shall be performed at each stormwater discharge outfall (SDO)
regardless of representative outfall status.
SECTION D: ON -SITE VEHICLE MAINTENANCE MONITORING REQUIREMENTS
Facilities which have any vehicle maintenance activity occurring on -site which uses more than
55 gallons of new motor oil per month when averaged over the calendar year shall perform
analytical monitoring as specified below in Table 4. This monitoring shall be performed at all
outfalls which discharge stormwater runoff from vehicle maintenance areas.
All analytical monitoring shall be performed during a representative storm event. The required
monitoring will result in a minimum of 7 analytical samplings being conducted over the term of
the permit at each stormwater discharge outfall (SDO) which discharges stormwater runoff from
vehicle maintenance areas. The permittee shall complete the minimum 7 analytical samplings in
accordance with the schedule specified in Table 2 (Part II, Section B).
Table 4. Analytical Monitoring Requirements for On -Site Vehicle Maintenance
Discharge Characteristics _=
Umts
MeasurementSample'Sample
`=
:P
Frequency
on
-
pH
standard
Annually year 1, 2, 3
Grab
SDO
guarterly year 4
Oil and Grease:
mg/l
3 Annually year 1, 2,
Grab
SDO
Quarterly year 4
Total Suspended Solids
mg/l
Annually year 1, 2, 3
Grab
SDO
_Q�uuterly year 4
New Motor Oil Usage
gallons/month
Annually year 1, 2, 3
Estimate
-
_Quarterly year 4
Total Flow4
MG
Annually year 1, 2, 3
Grab
SDO
Quarterly year 4
Footnotes:
1 Measurement Frequency: Once per year during years 1, 2, and 3 of the permit term. Each quarter during the 0
year of the permit term. A year is defined as the 12 month period beginning on the month and day of issuance of
the Permit. See Table 2 for schedule of monitoring periods.
2 If the stormwater runoff is controlled by a stormwater detention pond, a grab sample of the discharge from the
pond shall be collected within the first 30 minutes of discharge. If the detention pond discharges only in response
to a storm event exceeding a ten year design storm, then no analytical monitoring is required and only qualitative
monitoring shall be performed-
3 Sample location: Samples shall be collected at each stormwater discharge outfall (SDO) that discharges
stormwater runoff from area(s) where vehicle maintenance activities occur.
4 Total flow shall be; (a) measured continuously, (b) calculated based on the amount of area draining to the outfall,
the amount of built -upon (impervious) area, and the total amount of rainfall, or (c) estimated by the measurement
of flow at 24 minute intervals during the rainfall event. Total precipitation and duration of the rainfall event
measured shall result from the sampled representative storm event.
AUG Z u ZUUS
CicN-l-Ri �l?artir Page 6 of 6

Permit No. NCS000389
PART III STANDARD CONDITIONS FOR NPDES STORMWATER INDIVIDUAL PERMITS
SECTION A: COMPLIANCE AND LIABILITY
Compliance_ Schedule
The permittee shall comply with Limitations and Controls specified for stormwater discharges in
accordance with the following schedule:
Existing Facilities: The Stormwater Pollution Prevention Plan shall be developed and implemented within
12 months of the effective date of the initial permit and updated thereafter on an annual basis. Secondary
containment, as specified in Part 11, Section A, Paragraph 2(b) of this permit, shall be accomplished within
12 months of the effective date of the initial permit issuance.
Proposed Facilities: The Stormwater Pollution Prevention Plan shall be developed and implemented prior to
the beginning of discharges from the operation of the industrial activity and be updated thereafter on an
annual basis. Secondary containment, as specified in Part II, Section A, Paragraph 2(b) of this permit shall
be accomplished prior to the beginning of discharges from the operation of the industrial activity_
2. Puty to Com 1
The permittee roust comply with all conditions of this individual permit_ Any permit noncompliance
constitutes a violation of the Clean Water Act and is grounds for enforcement action; for permit
termination, revocation and reissuance, or modification; or denial of a permit upon renewal application.
a. The permittee shall comply with standards or prohibitions established under section 307(a) of the
Clean Water Act for toxic pollutants within the time provided in the regulations that establish these
standards or prohibitions, even if the permit has not yet been modified to incorporate the
requirement.
b. The Clean Water Act provides that any person who violates a permit condition is subject to a civil
penalty not to exceed $27,500 per day for each violation. Any person who negligently violates any
permit condition is subject to criminal penalties of $2,500 to $25,000 per day of violation, or
imprisonment for not more than I year, or both. Any person who knowingly violates permit
conditions is subject to criminal penalties of $5,000 to $50,000 per day of violation, or
imprisonment for not more than 3 years, or both. Also, any person who violates a permit condition
may be assessed an administrative penalty not to exceed $11,000 per violation with the maximum
amount not to exceed $137,500. (Ref: Section 309 of the Federal Act 33 USC 1319 and 40 CFR
122.41(a).]
c. Under state law, a daily civil penalty of not more than twenty-five thousand dollars ($25,000) per
violation may be assessed against any person who violates or fails to act in accordance with the
terms, conditions, or requirements of a permit. [Ref North Carolina General Statutes 143-
215.6A]
d. Any person may be assessed an administrative penalty by the Director for violating section 301,
302, 306, 307, 308, 318, or 405 of the Act, or any permit condition or limitation implementing any
of such sections in a permit issued under section 402 of the Act. Administrative penalties for Class
I violations are not to exceed U 1,000 per violation, with the maximum amount of any Class I
penalty assessed not to exceed $27,500. Penalties for Class II violations are not to exceed S 11,000
per day for each day during which the violation continues, with the maximum amount of any Class
11 penalty not to exceed $137,500.
Part III Page 1 of 8 Pages

Permit No. NCS000389
Duty to Mitigate
The permittee shall take all reasonable steps to minimize or prevent any discharge in violation of this
individual permit which has a reasonable likelihood of adversely affecting human health or the environment.
4. Civil and Criminal Liability
Except as provided in Part 1I1, Section C of this permit regarding bypassing of stormwater control facilities,
nothing in this individual permit shall be construed to relieve the permittee from any responsibilities,
liabilities, or penalties for noncompliance pursuant to NCGS 143-215.3, 143-215.6A, 143-215.613, 143-
215.6C or Section 309 of the Federal Act, 33 USC 1319. Furthermore, the permittee is responsible for
consequential damages, such as fish kills, even though the responsibility for effective compliance may be
temporarily suspended.
5. Oil and Hazardous Substance Liability
Nothing in this individual permit shall be construed to preclude the institution of any legal action or relieve
the permittee from any responsibilities, liabilities, or penalties to which the permittee is or may be subject to
under NCGS 143-215.75 et seq. or Section 311 of the Federal Act, 33 USC 1321.
6. Property Rights
The issuance of this individual permit does not convey any property rights in either real or personal
property, or any exclusive privileges, nor does it authorize any injury to private property or any invasion of
personal rights, nor any infringement of Federal, State or local laws or regulations.
7. Severability
The provisions of this individual permit are severable, and if any provision of this individual permit, or the
application of any provision of this individual permit to any circumstances, is held invalid, the application
of such provision to other circumstances, and the remainder of this individual permit, shall not be affected
thereby.
8. Duty to Provide Information
The permittee shall furnish to the Director, within a reasonable time, any information which the Director
may request to determine whether cause exists for modifying, revoking and reissuing, or terminating the
permit issued pursuant to this individual permit or to determine compliance with this individual permit. The
permittee shall also furnish to the Director upon request, copies of records required to be kept by this
individual permit.
9. Penalties for Tampering
The Clean Water Act provides that any person who falsifies, tampers with, or knowingly renders inaccurate,
any monitoring device or method required to be maintained under this individual permit shall, upon
conviction, be punished by a fine of not more than $10,000 per violation, or by imprisonment for not more
than two years per violation, or by both. If a conviction of a person is for a violation committed after a first
conviction of such person under this paragraph, punishment is a fine of not more that $20,000 per day of
violation, or by imprisonment of not more than 4 years, or both.
10. Penalties for Falsification of Repo
�'• c 0; TL- lJ7.. ii�
The Clean Water Act provides,that=any person who knowingly makes any false statement, representation, or
certification in any record or other document submitted or required to be maintained under this individual
AUG � 1
CwN 1 Rp aftjII1- 'age 2 of 8 Pages

Permit No. NCS000389
permit, including monitoring reports or reports of compliance or noncompliance shall, upon conviction, be
punished by a fine of not more than $10,000 per violation, or by imprisonment for not more than two years
per violation, or by both.
SECTION B; GENERAL:. CONDITIONS
1. Individual Permit Expiration
The permittee is not authorized to discharge after the expiration date. In order to receive automatic
authorization to discharge beyond the expiration date, the permittee shall submit forms and fees as are
required by the agency authorized to issue permits no later than 180 days prior to the expiration date. Any
permittee that has not requested renewal at least 180 days prior to expiration, or any permittee that does not
have a permit after the expiration and has not requested renewal at least 180 days prior to expiration, will be
subjected to enforcement procedures as provided in NCGS §143-2153.6 and 33 USC 1251 et. seq.
Transfers
This permit is not transferable to any person except after notice to and approval by the Director. The
Director may require modification or revocation and reissuance of the permit to change the name and
incorporate such other requirements as may be necessary under the Clean Water Act. Permittee is required
to notify the Division in writing in the event the permitted facility is sold or closed,
3. Signatory Requirements
All applications, reports, or information submitted to the Director shall be signed and certified.
a. All applications to be covered under this individual permit shall be signed as follows:
(I) For a corporation: by a responsible corporate officer. For the purpose of this Section, a
responsible corporate officer means: (a) a president, secretary, treasurer or vice president
of the corporation in charge of a principal business function, or any other person who
performs similar policy or decision making functions for the corporation, or (b) the
manager of one or more manufacturing production or operating facilities employing more
than 250 persons or having gross annual sales or expenditures exceeding 25 million (in
second quarter 1980 dollars), if authority to sign documents has been assigned or
delegated to the manager in accordance with corporate procedures.
(2) For a partnership or sole proprietorship: by a general partner or the proprietor,
respectively; or
(3) For a municipality, State, Federal, or other public agency: by either a principal executive
officer or ranking elected official.
b. All reports required by the individual permit and other information requested by the Director shall
be signed by a person described above or by a duly authorized representative of that person. A
person is a duly authorized representative only if:
(1) The authorization is made in writing by a person described above;
(2) The authorization specified either an individual or a position having responsibility for the
overall operation of the regulated facility or activity, such as the position of plant
manager, operator of a well or well field, superintendent, a position of equivalent
responsibility, or an individual or position having overall responsibility for environmental
Part III Page 3 of 8 Pages

Permit No. NCS000389
matters for the company. (A duly authorized representative may thus be either a named
individual or any individual occupying a named position.); and
(3) The written authorization is submitted to the Director.
C. Any person signing a document under paragraphs a. or b. of this section shall make the following
certification:
"I certify, under penalty of law, that this document and all attachments were prepared under my
direction or supervision in accordance with a system designed to assure that qualified personnel
properly gather and evaluate the information submitted. Based on my inquiry of the person or
persons who manage the system, or those persons directly responsible for gathering the
information, the information submitted is, to the best of my knowledge and belief, true, accurate,
and complete. I am aware that there are significant penalties for submitting false information,
including the possibility of fines and imprisonment for knowing violations."
4. Individual Permit Modification, Revocation and Reissuance, or Termination
The issuance of this individual permit does not prohibit the Director from reopening and modifying the
individual permit, revoking and reissuing the individual permit, or terminating the individual permit as
allowed by the laws, rules, and regulations contained in Title 40, Code of Federal Regulations, Parts 122
and 123; Title 15A of the North Carolina Administrative Code, Subchapter 2H .0100; and North Carolina
General Statute 143-215.1 et. al.
5. Permit Actions
The permit may be modified, revoked and reissued, or terminated for cause. The notification of planned
changes or anticipated noncompliance does not stay any individual permit condition.
SECTION C: OPERATION AND MAINTENANCE OF POLLUTION CONTROLS
L Proper Operation and Maintenance
The permittee shall at all times properly operate and maintain all facilities and systems of treatment and
control (and related appurtenances) which are installed or used by the permittee to achieve compliance with
the conditions of this individual permit. Proper operation and maintenance also includes adequate
laboratory controls and appropriate quality assurance procedures. This provision requires the operation of
back-up or auxiliary facilities or similar systems which are installed by a permittee only when the operation
is necessary to achieve compliance with the conditions of this individual permit.
Need to Halt or Reduce Not a Defense
It shall not be a defense for a permittee in an enforcement action that it would have been necessary to halt or
reduce the permitted activity in order to maintain compliance with the condition of this individual permit.
Bypassing of Stormwater Control Facilities
Bypass is prohibited and the Director may take enforcement action against a permittee for bypass unless:
a. Bypass was unavoidable to prevent loss of life, personal injury or severe property damage; and
b. There were no feasible alternatives to the bypass, such as the use of auxiliary control facilities,
_®
retention of stormwaier or,rnaintenance during normal periods of equipment downtime or dry
AUG e u NO
f^+ Part III Page 4 of 8 Pages

Permit No. NCS000389
weather. This condition is not satisfied if adequate backup controls should have been installed in
the exercise of reasonable engineering judgment to prevent a bypass which occurred during normal
periods of equipment downtime or preventive maintenance; and
C. The permittee submitted notices as required under, Part III, Section E of this permit.
If the Director determines that it will meet the three conditions listed above, the Director may approve an
anticipated bypass after considering its adverse effects --
SECTION D: MONITORING AND RECORDS
Representative SAIRpling
Samples collected and measurements taken, as required herein, shall be characteristic of the volume and
nature of the permitted discharge. Analytical sampling shall be performed during a representative storm
event. Samples shall be taken on a day and time that is characteristic of the discharge. All samples shall be
taken before the discharge joins or is diluted by any other waste stream, body of water, or substance.
Monitoring points as specified in this permit shall not be changed without notification to and approval of
the Director.
2. Recording Results
For each measurement, sample, inspection or maintenance activity performed or collected pursuant to the
requirements of this individual permit, the permittee shall record the following information:
a. The date, exact place, and time of sampling, measurements, inspection or maintenance activity;
b. The individual(s) who perforated the sampling, measurements, inspection or maintenance activity;
C. The date(s) analyses were performed;
d. The individual(s) who performed the analyses;
e. The analytical techniques or methods used; and
L The results of such analyses_
3. Flow Measurements
Where required, appropriate flow measurement devices and methods consistent with accepted scientific
practices shall be selected and used to ensure the accuracy and reliability of measurements of the volume of
monitored discharges.
4. Test Procedures
Test procedures for the analysis of pollutants shall conform to the EMC regulations published pursuant to
NCGS 143-215.63 et. seq, the Water and Air Quality Reporting Acts, and to regulations published pursuant
to Section 304(g), 33 USC 1314, of the Federal Water Pollution Control Act, as Amended, and Regulation
40 CFR 136.
To meet the intent of the monitoring required by this individual permit, all test procedures must produce
minimum detection and reporting levels and all data generated must be reported down to the minimum
detection or lower reporting level of the procedure.
Part III Page 5 of 8 Pages

Permit No. NCS000389
5. Representative Outfall
If a facility has multiple discharge locations with substantially identical stormwater discharges that are
required to be sampled, the permittee may petition the Director for representative outfall status. If it is
established that the stormwater discharges are substantially identical and the permittee is granted
representative outfall status, then sampling requirements may be performed at a reduced number of outfatls.
6. Records Retention
Visual monitoring shall be documented and records maintained at the facility along with the Stormwater
Pollution Prevention Plan. Copies of analytical monitoring results shall also be maintained on -site. The
permittee shall retain records of all monitoring information, including all calibration and maintenance
records and all original strip chart recordings for continuous monitoring instrumentation, and copies of all
reports required by this individual permit for a period of at least 5 years from the date of the sample,
measurement, report or application. This period may be extended by request of the Director at any time.
7. Infection and Entry
The permittee shall allow the Director, or an authorized representative (including an authorized contractor
acting as a representative of the Director), or in the case of a facility which discharges through a municipal
separate storm sewer system, an authorized representative of a municipal operator or the separate storm
sewer system receiving the discharge, upon the presentation of credentials and other documents as may be
required by law, to;
a. Enter upon the permittee's premises where a regulated facility or activity is located or conducted,
or where records must be kept under the conditions of this individual permit;
b. Have access to and copy, at reasonable times, any records that must be kept under the conditions of
this individual permit;
C. Inspect at reasonable times any facilities, equipment (including monitoring and control equipment),
practices, or operations regulated or required under this individual permit; and
d. Sample or monitor at reasonable times, for the purposes of assuring individual permit compliance
or as otherwise authorized by the Clean Water Act, any substances or parameters at any location.
SECTION E: REPORTING REQUIREMENTS
Discharge Monitoring Reports
Samples analyzed in accordance with the terms of this permit shall be submitted to the Division on
Discharge Monitoring Report forms provided by the Director. Submittals shall be received by the Division
no later than 30 days from the date the facility receives the sampling results from the laboratory.
2. Submitting Reports
Duplicate signed copies of all reports required herein, shall be submitted to the following address:
Division of Water Quality
Water Quality Section
ATTENTION: Central Files
1617 Mail,Service Center
Raleigh,North.Caiolina 27699-1617
AUG Z U 60
Part III. page 6 of 8 Pages
C)= i; . L-

Permit No. NCSO00389
Availability of Reports
Except for data determined to be confidential under NCGS 143-215.3(a)(2) or Section 308 of the Federal
Act, 33 USC 1318, all reports prepared in accordance with the terms shall be available for public inspection
at the offices of the Division of Water Quality. As required by the Act, analytical data shall not be
considered confidential. Knowingly making any false statement on any such report may result in the
imposition of criminal penalties as provided for in NCGS 143-215.6B or in Section 309 of the Federal Act.
4. Non-Stormwater Discharges
If the storm event monitored in accordance with this individual permit coincides with a non-stormwater
discharge, the permittee shall separately monitor all parameters as required under the non-stormwater
discharge permit and provide this information with the stormwater discharge monitoring report.
5. Planned Changes
The permittee shall give notice to the Director as soon as possible of any planned changes at the permitted
facility which could significantly alter the nature or quantity of pollutants discharged. This notification
requirement includes pollutants which are not specifically listed in the individual permit or subject to
notification requirements under 40 CFR Part 122.42 (a).
6. Anticipated Noncompliance
The permittee shall give notice to the Director as soon as possible of any planned changes at the permitted
facility which may result in noncompliance with the individual permit requirements.
(Bypass
a_ Anticipated bypass. If the permittee knows in advance of the need for a bypass, it shall submit
prior notice, if possible at least ten days before the date of the bypass; including an evaluation of
the anticipated quality and affect of the bypass.
b. Unanticipated bypass. The permittee shall submit notice within 24 hours of becoming aware of an
unanticipated bypass.
8. Twenty-four Hour Reporting
The permittee shall report to the central office or the appropriate regional office any noncompliance which
may endanger health or the environment. Any information shall be provided orally within 24.hours from
the time the permittee became aware of the circumstances. A written submission shall also be provided
within 5 days of the time the permittee becomes aware of the circumstances.
The written submission shall contain a description of the noncompliance, and its causes; the period of
noncompliance, including exact dates and times, and if the noncompliance has not been corrected, the
anticipated time compliance is expected to continue; and steps taken or planned to reduce, eliminate, and
prevent reoccurrence of the noncompliance.
The Director may waive the written report on a case -by -case basis if the oral report has been received
within 24 hours.
9. Other Noncompliance
The permittee shall report all instances of noncompliance not reported under 24 hour reporting at the time
monitoring reports are submitted.
Part III Page 7 of 8 Pages

Permit No. NCS000389
10. Other Information
Where the permittee becomes aware that it failed to submit any relevant facts in an application for an
individual permit or in any report to the Director, it shall promptly submit such facts or information.
AUG � u Z1JUS
_ ,Part_III Page 8 of 8 Pages
C EIN T R,

Permit No. NCS000389
N
PART IV LIMITATIONS REOPENER
This individual permit shall be modified or alternatively, revoked and reissued, to comply with any applicable
effluent guideline or water quality standard issuers or approved under Sections 302(b) (2) (c), and (d), 304(b) (2) and
307(a) of the Clean Water Act, if the effluent guideline or water quality standard so issued or approved:
a. Contains different conditions or is otherwise more stringent than any effluent limitation in the individual
Permit; or
b. Controls any pollutant not limited in the individual permit.
The individual permit as modified or reissued under this paragraph shall also contain any other requirements in the
Act then applicable.
PART V ADMINISTERING AND COMPLIANCE MONITORING FEE
REQUIREMENTS
The permittee must pay the administering and compliance monitoring fee within 30 (thirty) days after being billed by
the Division. Failure to pay the fee in timely manner in accordance with 15A NCAC 2H .0105(b)(4) may cause this
Division to initiate action to revoke the Individual Permit.
PART VI DEFINITIONS
1. Act
See Clean Water Act.
2. Arithmetic Mean
The arithmetic mean of any set of values is the summation of the individual values divided by the number of
individual values_
3. Allowable Non-Stormwater Discharges
This permit regulates stormwater discharges. Non-stormwater discharges which shall be allowed in the
stormwater conveyance system are:
(a) All other discharges that are authorized by a non-stormwater NPDES permit.
(b) Uncontaminated groundwater, foundation drains, air -conditioner condensate without added
chemicals, springs, discharges of uncontaminated potable water, waterline and fire hydrant
flushings, water from footing drains, flows from riparian habitats and wetlands.
(c) Discharges resulting from fire -fighting or fire -fighting training.
4- Best Management Practices (BMPs)
Measures or practices used to reduce the amount of pollution entering surface waters. BMPs may take the
form of a process, activity, or physical structure.
Parts IV, V and VI Page 1 of 5

Permit No. NCS000389
5. Bypass
A bypass is the known diversion of stormwater from any portion of a stormwater control facility including
the collection system, which is not a designed or established operating mode for the facility.
6. Bulk Storage of Liquid Products
Liquid raw materials, manufactured products, waste materials or by-products with a single above ground
storage container having a capacity of greater than 660 gallons or with multiple above ground storage
containers Iocated in close proximity to each other having a total combined storage capacity of greater than
1,320 gallons.
7. Clean Water Act
The Federal Water Pollution Control Act, also known as the Clean Water Act (CWA), as amended, 33
USC 1251, et. seq.
8. Division or DWO
The Division of Water Quality, Department of Environment and Natural Resources.
9. Director
The Director of the Division of Water Quality, the permit issuing authority.
10. EMC
The North Carolina Environmental Management Commission.
it. Grab Sample
An individual sample collected instantaneously. Grab samples that will be directly analyzed or qualitatively
monitored must be taken within the first 30 minutes of discharge.
12. Hazardous Substance
Any substance designated under 40 CFR Part 116 pursuant to Section 311 of the Clean Water Act.
13. Landfill
A disposal facility or part of a disposal facility where waste is placed in or on land and which is not a land
treatment facility, a surface impoundment, an injection well, a hazardous waste long-termstorage facility or
a surface storage facility.
14. Municipal Separate Storm Sewer System
A stormwater collection system within an incorporated area of local self-government such as a city or town.
15. Overburden
Any material of any nature consolidates or„unconsolidated, that overlies a mineral deposit, excluding
topsoil or similar naturally -occurring surface materials that are not disturbed by mining operations.
AUG Z u NO
CE } PIA I R I IRS-
L'art VI Page 2 of 5 Pages

Permit No. NCS000389
I
16. Permittee
The owner or operator issued a permit pursuant to this individual permit.
17. Point Source Discharge of Starmwater
Any discernible, confined and discrete conveyance including, but not specifically limited to, any pipe, ditch,
channel, tunnel, conduit, well, or discrete fissure from which stormwater is or may be discharged to waters
of the state.
18. Representative Storm Event
A storm event that measures greater than 0.1 inches of rainfall and that is preceded by at least 72 hours in which no
storm event measuring greater than 0.1 inches has occurred. A single storm event may contain up to 10 consecutive
hours of no precipitation. For example, if it rains for 2 hours without producing any collectable discharge, and then
stops, a sample may be collected if a rain producing a discharge begins again within the next 10 hours.
19. Representative Outfall Status
When it is established that the discharge of stormwater runoff from a single outfall is representative of the
discharges at multiple outfalls, the DWQ may grant representative outfall status_ Representative outfall
status allows the permittee to perform analytical monitoring at a reduced number of outfalls.
20. Rinse Water Discharge
The discharge of rinse water from equipment cleaning areas associated with industrial activity. Rinse
waters from vehicle and equipment cleaning areas are process wastewaters and do not include washwaters
utilizing any type of detergent or cleaning agent.
21. Secondary Containment
Spill containment for the contents of the single largest tank within the containment structure plus sufficient
freeboard to allow for the 25-year, 24-hour storm event.
22. Section 313 Water Priority Chemical
A chemical or chemical category which:
a. Is listed in 40 CFR 372.65 pursuant to Section 313 of Title III of the Superfund Amendments and
Reauthorization Act (SARA) of 1986, also titled the Emergency Planning and Community Right -
to -Know Act of 1986;
b. Is present at or above threshold levels at a facility subject to SARA title III, Section 313 reporting
requirements; and
C. That meet at least one of the following criteria:
(1) Is listed in Appendix D of 40 CFR part 122 on either Table II (organic priority
pollutants), Table III (certain metals, cyanides, and phenols) or Table IV (certain toxic
pollutants and hazardous substances);
(2) Is listed as a hazardous substance pursuant to section 311(b)(2)(A) of the CWA at 40
CFR 116.4; or
(3) Is a pollutant for which EPA has published acute or chronic water quality criteria.
Part VI Page 3 of 5 Pages

Permit No. NCS000389
23. Severe Property Damage
Means substantial physical damage to property, damage to the control facilities which causes them to
become inoperable, or substantial and permanent loss of natural resources which can reasonably be
expected to occur in the absence of a bypass. Severe property damage does not mean economic loss
caused by delays in production.
24. Significant Materials
Includes, but is not limited to: raw materials; fuels; materials such as solvents, detergents, and plastic
pellets; finished materials such as metallic products; raw materials used in food processing or production;
hazardous substances designated under section 101(14) of CERCLA; any chemical the facility is required to
report pursuant to section 313 of Title III of SARA; fertilizers; pesticides; and waste products such as ashes,
slag and sludge that have the potential to be released with stormwater discharges.
25. Significant Spills
Includes, but is not limited to: releases of oil or hazardous substances in excess of reportable quantities
under section 311 of the Clean Water Act (Ref: 40 CFR 110.10 and CFR 117.21) or section 102 of
CERCLA (Ref: 40 CFR 302.4).
26. Stormwater Runoff
The flow of water which results from precipitation and which occurs immediately following rainfall or as a
result of snowmelt.
27. Stormwater Associated with Industrial Activity
The discharge from any point source which is used for collecting and conveying stormwater and which is
directly related to manufacturing, processing or raw material storage areas at an industrial site. Facilities
considered to be engaged in "industrial activities" include those activities defined in 40 CFR 122.25(b)(14).
The term does not include discharges from facilities or activities excluded from the NPDES program.
28. Stormwater Pollution Prevention Plan
A comprehensive site -specific plan which details measures and practices to reduce stormwater pollution and
is based on an evaluation of the pollution potential of the site.
29. Ten Year Design Storm
The maximum 24 hour precipitation event expected to be equaled or exceeded on the average once in ten
years. Design storm information can be found in the State of North Carolina Erosion and Sediment Control
Planning and Design Manual.
30. Total Flow
The flow corresponding to the time period over which the entire storm event occurs. Total flow shall be
either; (a) measured continuously, (b) calculated based on the amount of area draining to the outfall, the
amount of built -upon (impervious) area, and the total amount of rainfall, or (c) estimated by the
measurement of flow at 20 minute intervals during the rainfall event.
31. Toxic Pollutant "'" Wa
Any pollutant listed as Ub toxic undeZ SeCdDUY07(a)(1) of the Clean Water Act.
C��.s i.Ap�r�f Vl='Page 4 of 5 Pages

Permit No. NCS000389
32. >URset
Means an exceptional incident in which there is unintentional and temporary noncompliance with
technology based permit effluent limitations because of factors beyond the reasonable control of the
permittee. An upset does not include noncompliance to the extent caused by operational error, improperly
designed treatment or control facilities, inadequate treatment or control facilities, lack of preventive
maintenance, or careless or improper operation.
33. Vehicle Maintenance Activity
Vehicle rehabilitation, mechanical repairs, painting, fucking, lubrication, vehicle cleaning operations, or
airport deicing operations.
34. Visible Sedimentation
Solid particulate matter, both mineral and organic, that has been or is being transported by water, air,
gravity, or ice from its site of origin which can be seen with the unaided eye.
35. 25-year, 24 hour storm event
The maximum 24-hour precipitation event expected to be equaled or exceeded, on the average, once in 25
years.
Part VI Page 5 of 5 Pages

P1f 3 O Zen
Stab Review and Evaluation
NPDES Stormwater Permit
Contact. Aisha Lau (919-733-5083, ext. 578)
Facility Name:
DAK Resins LLC
NPDES Permit Number:
NCS000389
Facility Location:
3216 Cedar Creek Road (Adjacent to DuPont Teijin Films Property)
Type of Activity:
Plastic materials and synthetic resins
SIC code (if applicable):
2821
Receiving Stream: .
Cape Fear River
Stream Classification:
C
Proposed Permit Requirements:
See attached draft permit
Compliance Schedule:
See Part 111, Section A of attached draft permit
Basis for monitoring
See attached Data Analysis Summary
Basis for other requirements:
N/A
Response requested by (date):
June 20, 2003
Prepaiieed by (Signature)
6f "73
Vie
rnwatei a'ndbeneral Permits Unit Supervisor Date
Conc nc a -onai Office Date,
Water Quality Supervisor Date
Regional Office Staff Comments_
e 44.'kCz. e/c
l� L) -4L GAS f.L 1r[Sa# 1" �f` �c�J�L'�-tS Spy/�• <G It'°r.ra� u clit
Awe

Review of NCS000389 analytical data.
Parameter
Benchmark
Outfall 41
Units
BOD5
30
mg/l
COD
120
mg/l
Lead
0.033
0.01
mg/I
Nitrate + Nitrite
10
mg/I
Oil and Grease
30
5
mg/I
Phosphorous
2
mg/I
pH
6-9
7.35
su
TSS
1001
17
mg/I
Review of the above data showed that of the pollutants monitored none of them showed up at
levels of concern. However, since there was no data shown for COD and it is a parameter of
potential concern it will be monitored for annually and quarterly the fourth year of the permit.

r°-
NCS000389
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
TO DISCHARGE STORMWATER UNDER THE
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
In compliance with the provisions of North Cz
standards and regulations promulgated and ad,
Management Commission, and the Federal W
is hereby authorized to discharge
143-215.1, other lawful
rolina Environmental
Act, as amended,
facility located at
Cedar Creek Road
yetteville, NC
nberland County
to receiving waters designated as the Cape Fear River, a class C stream, in the Cape Fear River
Basin in accordance with the discharge limitations, monitoring requirements, and other
conditions set forth in Parts I, II, III, IV, V and VI hereof.
This permit shall become effective September 1, 2003.
This permit and the authorization to discharge shall expire at midnight on August 31, 2008_
Signed this day August 15, 2003.
(All dates are only tentative until the permit is issued)
for Alan W. Klimek, P.E., Director
Division of Water Quality
By the Authority of the Environmental Management Commission

Permit No. NCS000389
TABLE OF CONTENTS
PART I INTRODUCTION
Section A: Individual Permit Coverage
Section B: Permitted Activities
Section C: Location Map
PART II MONITORING, CONTROLS, AND LIMITATIONS FOR PERMITTED
DISCHARGES
Section A: Stormwater Pollution Prevention Plan
Section B: Analytical Monitoring Requirements
Section C: Qualitative Monitoring Requirements
Section D: On -Site Vehicle Maintenance Monitoring Requirements
PART III STANDARD CONDITIONS
Section A: Compliance
and Liability
1.
Compliance Schedule
2.
Duty to Comply
3.
Duty to Mitigate
4.
Civil and Criminal Liability
5.
Oil and Hazardous Substance Liability
6.
Property Rights
7.
Severability
8.
Duty to Provide Information
9.
Penalties for Tampering
10.
Penalties for Falsification of Reports
Section B: General Conditions
1.
Individual Permit Expiration
2.
Transfers

Permit No. NCS000389
3. Signatory Requirements
4. Individual Permit Modification, Revocation and Reissuance, or
Termination
5. Permit Actions
Section C: Operation and Maintenance of Pollution Controls
1. Proper Operation and Maintenance
2. Need to Halt or Reduce Not a Defense
3. Bypassing of Stormwater Control Facilities
Section D: Monitoring and Records
1.
Representative Sampling
2.
Recording Results
3.
Flow Measurements
4.
Test Procedures
5.
Representative Outfall
6.
Records Retention
7.
Inspection and Entry
Section E: Reporting
Requirements
1.
Discharge Monitoring Reports
2.
Submitting Reports
3.
Availability of Reports
4.
Non-Stormwater Discharges
5.
Planned Changes
6.
Anticipated Noncompliance
7.
Bypass
8.
Twenty-four Hour Reporting
9.
Other Noncompliance
10.
Other Information
PART IV L.I IITATIONS REOPENER
PART V ADMINISTERING AND COMPLIANCE MONITORING FEE
REQUIREMENTS
PART VI DEFINITIONS
T

Permit No. NCS000389
PART I INTRODUCTION
SECTION A: INDIVIDUAL PERMIT COVERAGE
During the period beginning on the effective date of the permit and lasting until expiration, the
permittee is authorized to discharge stormwater associated with industrial activity. Such
discharges shall be controlled, limited and monitored as specified in this permit.
SECTION B: PERMITTED ACTIVITIES
Until this permit expires or is modified or revoked, the permittee is authorized to discharge
stormwater to the surface waters of North Carolina or separate storm sewer system which has
been adequately treated and managed in accordance with the terms and conditions of this
individual permit. All discharges shall be in accordance with the conditions of this permit.
Any other point source discharge to surface waters of the state is prohibited unless it is an
allowable non-stormwater discharge or is covered by another permit, authorization or approval.
This permit does not relieve the permittee from responsibility for compliance with any other
applicable federal, state, or local law, rule, standard, ordinance, order, judgment, or decree.
Part I Page 1 of 2

Z. sic
�.4.1116A.V Ica
-U1
ROOM t
qW, mv�
IX
Aaf
now AME;,.
1,;
rV
OP-
MAS
"I fir 'Ia
3G
eT
­14
ALI
SAM
5e,
toy
ZX
WS,
01
1 Iq
10
N'w.
ow
j01V AR Nti>C
7\11., 11 J
ANA
f'r:6�j 'i •'
TW
.1 -v Tel
AIN Tumlym
not
si�
`r.�t `1 �:! ., -��'f
_!
�•
,'G".
��
i•+ -�

Permit No. NCS000389
PART II MONITORING, CONTROLS, AND LIMITATIONS FOR
PERMITTED DISCHARGES
SECTION A: STORMWATER POLLUTION PREVENTION PLAN
The permittee shall develop a Stormwater Pollution Prevention Plan, herein after referred to as
the Plan. This Plan shall be considered public information in accordance with Part III, Standard
Conditions, Section E, Paragraph 3 of this individual permit. The Plan shall include, at a
minimum, the following items:
Site Plan. The site plan shall provide a description of the physical facility and the
potential pollutant sources which may be expected to contribute to contamination of
stormwater discharges. The site plan shall contain the following:
(a) A general location map (USGS quadrangle map or appropriately drafted
equivalent map), showing the facility's location in relation to transportation
routes and surface waters, the name of the receiving water(s) to which the
stormwater outfall(s) discharges, or if the discharge is to a municipal separate
storm sewer system, the name of the municipality and the ultimate receiving
waters; and accurate latitude and longitude of the point(s) of discharge.
(b) A narrative description of storage practices, loading and unloading activities,
outdoor process areas, dust or particulate generating or control processes, and
waste disposal practices. '
(c) A site map drawn to scale with the distance legend indicating location of
industrial activities (including storage of materials, disposal areas, process areas
and loading and unloading areas), drainage structures, drainage areas for each
outfall and activities occurring in the drainage area, building locations, existing
BMPs and impervious surfaces, and the percentage of each drainage area that is
impervious. For each outfall, a narrative description of the potential pollutants
which could be expected to be present in the stormwater discharge.
(d) A list of significant spills or leaks of pollutants that have occurred at the facility
during the 3 previous years and any corrective actions taken to mitigate spill
impacts.
(e) Certification that the stormwater outfalls have been evaluated for the presence of
non-stormwater discharges. The certification statement will be signed in
accordance with the requirements found in Part III, Standard Conditions, Section
B, Paragraph 3.
2. Stormwater Management Plan. The stormwater management plan shall contain a
narrative description of the materials management practices employed which control or
minimize the exposure of significant materials to stormwater, including structural and
nonstructural measures. The stormwater management plan, at a minimum, shall
incorporate the following:
Part II Page 1 of 6

Permit No. NCSoo0389
` (a) Feasibility Study. A review of the technical and economic feasibility of changing
the methods of operations and/or storage practices to eliminate or reduce exposure
of materials and processes to stormwater. Wherever practical, the permittee shall
prevent exposure of all storage areas, material handling operations, and
manufacturing or fueling operations. In areas where elimination of exposure is
not practical, the stormwater management plan shall document the feasibility of
diverting the stormwater runoff away from areas of potential contamination.
(b) Secondary Containment Schedule. A schedule to provide secondary containment
for bulk storage of liquid materials, storage of Section 313 of Title III of the
Superfund Amendments and Reauthorization Act (SARA) water priority
chemicals, or storage of hazardous substances to prevent leaks and spills from
contaminating stormwater runoff. If the secondary containment devices are
connected directly to stormwater conveyance systems, the connection shall be
controlled by manually activated valves or other similar devices [which shall be
secured with a locking mechanism] and any stormwater that accumulates in the
containment area shall be at a minimum visually observed for color, foam, outfall
staining, visible sheens and dry weather flow, prior to release of the accumulated
stormwater. Accumulated stormwater shall be released if found to be
uncontaminated by the material stored within the containment area. Records
documenting the individual making the observation, the description of the
accumulated stormwater and the date and time of the release shall be kept for a
period of five years.
(c) B.MP Summary. A narrative description shall be provided of Best Management
Practices (BMPs) to be considered such as, but not limited to, oil and grease
separation, debris control, vegetative filter strips, infiltration and stormwater
detention or retention, where necessary. The need for structural BMPs shall be
based on the assessment of potential of sources to contribute significant quantities
of pollutants to stormwater discharges and data collected through monitoring of
stormwater discharges.
3. Spill Prevention and Response Plan. The Spill Prevention and Response Plan (SPRP)
shall incorporate an assessment of potential pollutant sources based on a materials
inventory of the facility. Facility personnel (or team) responsible for implementing the
SPRP shall be identified. A responsible person shall be on -site at all times during facility
operations that have the potential to contaminate stormwater runoff through spills or
exposure of materials associated with the facility operations. The SPRP must be site
stormwater specific. Therefore, a SPCC plan may be a component of the SPRP, but may
not be sufficient to completely address the stormwater aspects of the SPRP: The common
elements of the SPCC with the SPRP may be incorporated by reference into the SPRP.
4. Preventative Maintenance and Good Housekeeping Program. A preventative.
maintenance program shall be developed. The program shall document schedules of
inspections and maintenance activities of stormwater control systems, plant equipment
and systems. Inspection of material handling areas and regular cleaning schedules of
these areas shall be incorporated into the program.
Part 11 Page 2 of 6

Permit No. NCS000389
5. Employee Training. Training schedules shall be developed and training provided at a
minimum on an annual basis on proper spill response and cleanup procedures and '
preventative maintenance activities for all personnel involved in any of the facility's
operations that have the potential to contaminate stormwater runoff. Facility personnel
(or team) responsible for implementing the training shall be identified.
6. Responsible Party. The Stormwater Pollution Prevention Plan shall identify a specific
position(s) responsible for the overall coordination, development, implementation, and
revision to the Plan. Responsibilities for all components of the Plan shall be documented
and position assignments provided.
7. Plan Amendment. The permittee shall amend the Plan whenever there is a change in
design, construction, operation, or maintenance which has a significant effect on the
potential for the discharge of pollutants to surface waters. The Stormwater Pollution
Prevention Plan shall be reviewed and updated on an annual basis.
The Director may notify the permittee when the Plan does not meet one or more of the
minimum requirements of the permit. Within 30 days of such notice, the permittee shall
submit a time schedule to the Director for modifying the Plan to meet minimum
requirements. The permittee shall provide certification in writing (in accordance with
Part III, Standard Conditions, Section B, Paragraph 3) to the Director that the changes
have been made.
8. Facility Inspection Program. Facilities are required to inspect all stormwater systems on
at least a semiannual schedule, once in the fall (September -November) and once in the
spring (April - June). The inspection and any subsequent maintenance activities
performed shall be documented, recording date and time of inspection, individual(s)
making the inspection and a narrative description of the facility's stormwater control
systems, plant equipment and systems. Records of these inspections shall be
incorporated into the Stormwater Pollution Prevention Plan.
Stormwater discharge characteristic monitoring as required in Part II of this permit shall
be performed in addition to facility inspections,
9. Implementation. The permittee shall document all monitoring, measurements, '
inspections and maintenance activities and training provided to employees, including the
log of the sampling data and of activities taken to implement BMPs associated with the
industrial activities, including vehicle maintenance activities. Such documentation shall
be kept on -site for a period of five years and made available to the Director or his
authorized representative immediately upon request.
Part 11 Page 3 of 6

Permit No. NCS000389
SECTION B: ANALYTICAL MONITORING REQUIREMENTS
Daring the period beginning on the effective date of the permit and lasting until expiration, the
permittee is authorized to discharge stormwater subject to the provisions of this permit.
Analytical monitoring of stormwater discharges shall be performed as specified below in Table
1.
All analytical monitoring shall be performed during a representative storm event. The required
monitoring will result in a minimum of 7 analytical samplings being conducted over the terra of
the permit at each stormwater discharge outfall (SDO). The permittee shall complete the
minimum 7 analytical samplings in accordance with the schedule specified below in Table 2.
Table 1, Analytical Monitoring Requirements
_ :Discharge _,
='
Meas�retriient Frequentyi
Sample
: Sample
".Characteristics" `
:.
Ty' ez
Location3
,
COD
mgjl
Annually year 1, 2, 3
Grab
SDO
Quarterly year 4
Total Rainfall4
inches
Annually year 1, 2, 3
_
-
Quarterly year 4
Event Duration4
minutes
Annually year 1, 2, 3
Quarterly year 4
Total Flow4
MG
Annually year 1, 2, 3
SDO
Quarterly year 4
Footnotes:
I Measurement Frequency: Once per year during years 1, 2, and 3 of the permit term. Each quarter during the e
year of the permit term. A year is defined as the 12 month period beginning on the month and day of issuance of
the Permit. See Table 2 for schedule of monitoring periods.
2 If the stormwater runoff is controlled by a stormwater detention pond, a grab sample of the discharge from the
pond shall be collected within the first 30 minutes of discharge_ If the detention pond discharges only in response
to a Storm event exceeding a ten year design storm, then no analytical monitoring is required and only qualitative
monitoring shall be performed.
3 Sample Location: Samples shall be collected at each stormwater discharge outfall (SDO) unless representative
outfall status has been granted.
4 For each sampled representative storm event the total precipitation, storm duration, and total flow must be
monitored. Total flow shall be either; (a) measured continuously, (b) calculated based on the amount of area
draining to the outfall, the amount of built -upon (impervious) area, and the total amount of rainfall, or (c)
estimated by the measurement of flow at 20 minute intervals during the rainfall event.
Part II Page 4 of 6

Permit No. NCSOW389
Table 2 Monitoring schedule
Monitoring period
Sample Number
Stain - -- --
End _
Year 1
1
September 1, 2003
August 31, 2004
Year 2
2
September 1, 2004
August 31, 2005
Year 3
3
September 1, 2005
August 31, 2006
Year 4 - V quarter
4
September 1, 2006
November 30, 2006
Year 4 - V quarter
5
December 1, 2006
February 28, 2007
Year 4 - 3" quarter
6
March 1, 2007
May 31, 2007
Year 4 - 4
7
June 1, 2007 J
August 31, 2007
SECTION C: QUALITATIVE MONITORING REQUIREMENTS
Qualitative monitoring requires a visual inspection of each stormwater outfall regardless of
representative outfall status and shall be performed as specified below in Table 3. Qualitative
monitoring is for the purpose of evaluating the effectiveness of the Stormwater Pollution
Prevention Plan (SPPP) and assessing new sources of stormwater pollution. No analytical tests
are required. Qualitative monitoring of stormwater outfalls does not need to be performed during
a representative storm event.
In the event an atypical condition is noted at a stormwater discharge outfall, the Permittee shall '
document the suspected cause of the condition and any actions taken in response to the
discovery. This documentation will be maintained with the Stormwater Pollution Prevention
Plan. _
All qualitative monitoring will be performed twice per year, once in the spring (April - June) and
once in the fall (September - November).
Table 3. Qualitative Monitoring Requirements
Discharge Characteristics
Frequency _ :
`Monitoriing,s
Location-,,
Color
Semi -Annual
SDO
Odor
Semi -Annual
SDO
Clarit
Semi -Annual
SDO
Floating Solids
Semi -Annual
SDO
Suspended Solids
Semi -Annual
SDO
Foam
Semi -Annual
SDO
Oil Sheen
Semi -Annual
SDO
Other obvious indicators
of stormwater pollution
Semi -Annual
SDO
a
Footnotes:
I Monitoring Location: Qualitative monitoring shall be performed attach stormwater discharge-outfall (SDO)
regardless of representative outfall status.
Part II Page 5 of 6

Permit No. NCS000389
SECTION D: ON -SITE VEHICLE MAINTENANCE MONITORING REQUIREMENTS
Facilities which have any vehicle maintenance activity occurring on -site which uses more than
55 gallons of new motor oil per month when averaged over the calendar year shall perform
analytical monitoring as specified below in Table 4. This monitoring shall be performed at all
outfalls which discharge stormwater runoff from vehicle maintenance areas.
All analytical monitoring shall be performed during a representative storm event. The required
monitoring will result in a minimum of 7 analytical samplings being conducted over the terra of
the permit at each stormwater discharge outfall (SDO) which discharges stormwater runoff from
vehicle maintenance areas. The permittee shall complete the minimum 7 analytical samplings in
accordance with the schedule specified in Table 2 (Part II, Section B).
Table 4. Analytical Monitoring Requirements for On -Site Vehicle Maintenance
Discharge Characteristics
Units
Measurement' .
Sample
Sample
ll�ncyl " '
T 2
Location3
_F
_ _
pH
standard
Annually year 1, 2, 3
Grab
SDO
Quarterly year 4
Oil and Grease
mg/l
wally year 1, 2, 3
Grab
SDO
Quarterly year 4
Total Suspended Solids
mg/l
Annually year 1, 2, 3
Grab
SD&
uarterl ear 4
New Motor Oil Usage
gallons/month
Annually year 1, 2, 3
Estimate
-
Quarterly ear 4
Total Flow4
MG
AQually year 1. 2' 3
Grab
SDO
uafte ly yew 4
Footnotes:
1 Measurement Frequency: Once per year during years 1, 2, and 3 of the permit term. Each quarter during the 4'
year of the permit term. A year is defined as the 12 month period beginning on the month and day of issuance of
the Permit. See Table 2 for schedule of monitoring periods.
2 If the stormwater runoff is controlled by a stormwater detention pond, a grab sample of the discharge from the
pond shall be collected within the first 30 minutes of discharge. If the detention pond discharges only in response
to a storm event exceeding a ten year design storm, then no analytical monitoring is required and only qualitative
monitoring shall be performed.
3 Sample Location: Samples shall be collected at each stormwater discharge outfall (SDO) that discharges
stormwater runoff from area(s) where vehicle maintenance activities occur,
4 Total flow shall be; (a) measured continuously, (b) calculated based on the amount of area draining to the outfall,
the amount of built -upon (impervious) area, and the total amount of rainfall, or (c) estimated by the measurement
of flow at 20 minute intervals during the rainfall event. Total precipitation and duration of the rainfall event
measured shall result from the sampled representative storm event.
Part II Page 6 of 6

pi
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
TO DISCHARGE STORMWATER UNDER THE
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
In compliance with the provisions of North C.
standards and regulations promulgated and ad
Management Commission, and the Federal W
is hereby authorized to discharge
NCS000389
,143-215.1, other lawful
.-olina Environmental
Act, as amended,
facility located at
Creek Road
,ille, NC
ad County
to receiving waters desikfjate the Cape Fear River, a class C stream, in the Cape Fear River
Basin in accordance with the discharge limitations, monitoring requirements, and other
conditions set forth in Parts I, II, III, IV, V and VI hereof.
This permit shall become effective September 1, 2003.
This permit and the authorization to discharge shall expire at midnight on August 31, 2008.
Signed this day August 15, 2003.
(All dates are only tentative until the permit is issued)
for Alan W. Klimek, P.E., Director
Division of Water Quality
By the Authority of the Environmental Management Commission

Permit No. NCS000389
TABLE OF CONTENTS
PART I INTRODUCTION
Section A: Individual Permit Coverage
Section B: Permitted Activities
Section C: Location Map
PART II MONITORING, CONTROLS, AND LIMITATIONS FOR PERMITTED
DISCHARGES
Section A: Stormwater Pollution Prevention Plan
Section B: Analytical Monitoring Requirements
Section C: Qualitative Monitoring Requirements
Section D: On -Site Vehicle Maintenance Monitoring Requirements
PART III STANDARD CONDITIONS
Section A: Compliance
and Liability
1.
Compliance Schedule
2.
Duty to Comply
3.
Duty to Mitigate
4.
Civil and Criminal Liability
5.
Oil and Hazardous Substance Liability
6.
Property Rights
7.
Severability
8.
Duty to Provide Information
9.
Penalties for Tampering
10.
Penalties for Falsification of Reports
Section B: General Conditions
1.
Individual Permit Expiration
2.
Transfers
n

Permit No. NCS000389
• 3. Signatory Requirements
4. Individual Permit Modification, Revocation and Reissuance, or
Termination
5. Permit Actions
Section C: Operation and Maintenance of Pollution Controls
1. Proper Operation and Maintenance
2. Need to Halt or Reduce Not a Defense
3. Bypassing of Stormwater Control Facilities
Section D: Monitoring and Records
1.
Representative Sampling
2.
Recording Results
3.
Flow Measurements
4.
Test Procedures
5.
Representative Outfall
6.
Records Retention
7.
Inspection and Entry
Section E: Reporting Requirements
1.
Discharge Monitoring Reports
2.
Submitting Reports
3.
Availability of Reports
4.
Non-Stormwater Discharges
5.
Planned Changes
6.
Anticipated Noncompliance
7.
Bypass
8.
Twenty-four Hour Reporting
9.
Other Noncompliance
10.
Other Information
PART IV LIMITATIONS REOPENER
PART V ADMINISTERING AND COMPLIANCE MONITORING FEE
REQUIREMENTS
PART VI DEFRUnONS
It

Permit No. NCS000389
PART I INTRODUCTION
SECTION A: INDIVIDUAL PERMIT COVERAGE
During the period beginning on the effective date of the permit and lasting until expiration, the
perraittee is authorized to discharge stormwater associated with industrial activity. Such
discharges shall be controlled, limited and monitored as specified in this permit.
SECTION B: PERMITTED ACTIVITIES
Until this permit expires or is modified or revolved, the permittee is authorized to discharge
stormwater to the surface waters of North Carolina or separate storm sewer system which has
been adequately treated and managed in accordance with the terms and conditions of this
individual permit. All discharges shall be in accordance with the conditions of this permit.
Any other point source discharge to surface waters of the state is prohibited unless it is an
allowable non-stormwater discharge or is covered by another permit, authorization or approval.
This permit does not relieve the permittee from responsibility for compliance with any other
applicable federal, state, or local law, rule, standard, ordinance, order, judgment, or decree.
r= -
j
AUG z U ZUU3
Part i -Page t of 2

00
I
ie
VA
TK�
' � - ), 4 Y» (('Ur 7•. ��• r '. q,s. +•�:a a � Y+L"�t ��°. . ,ya•+ =,M E�,
MUG
FAM,
9

Permit No. NCS000389 .
PART II MONITORING, CONTROLS, AND LIMITATIONS FOR
PERMITTED DISCHARGES
SECTION A. STORMWATER POLLUTION PREVENTION PLAN
The permittee shall develop a Stormwater Pollution Prevention Plan, herein after referred to as
the Plan. This Plan shall be considered public information in accordance with Part III, Standard
Conditions, Section E, Paragraph 3 of this individual permit. The Plan shall include, at a
minimum, the following items:
1. Site Plan. The site plan shall provide a description of the physical facility and the
potential pollutant sources which may be expected to contribute to contamination of
stormwater discharges. The site plan shall contain the following:
(a) A general location map (USGS quadrangle map or appropriately drafted
equivalent map), showing the facility's location in relation to transportation
routes and surface waters, the name of the receiving water(s) to which the
stormwater outfall(s) discharges, or if the discharge is to a municipal separate
storm sewer system, the name of the municipality and the ultimate receiving
waters; and accurate latitude and longitude of the point(s) of discharge.
(b) A narrative description of storage practices, loading and unloading activities,
outdoor process areas, dust or particulate generating or control processes, and
waste disposal practices.
(c) A site map drawn to scale with the distance legend indicating location of
industrial activities (including storage of materials, disposal areas, process areas
and loading and unloading areas), drainage structures, drainage areas for each
outfall and activities occurring in the drainage area, building locations, existing
BMPs and impervious surfaces, and the percentage of each drainage area that is
impervious. For each outfall, a narrative description of the potential pollutants
which could be expected to be present in the stormwater discharge.
(d) A list of significant spills or leaks of pollutants that have occurred at the facility
during the 3 previous years and any corrective actions taken to mitigate spill
impacts.
(e) Certification that the stormwater outfalls have been evaluated for the presence of
non-stormwater discharges. The certification statement will be signed in
accordance with the requirements found in Part III, Standard Conditions, Section
B, Paragraph 3.
2. Stormwater Management Plan. The stormwater management plan shall contain a
narrative description of the materials management practices employed which control or
minimize the exposure of significant materials to stormwater, including structural and
nonstructural measures. The stormwater management plan, at a minimum, shall
incorporate the following: "J)fE0
AUG 2 U 2003
Pa'"-'T. Page 1 of 6
CEI-�T�AL F

Permit No. NCS000389
(a) Feasibility Study. A review of the technical and economic feasibility of changing
the rnethods of operations and/or storage practices to eliminate or reduce exposure
of materials and processes to stormwater. Wherever practical, the permittee shall
prevent exposure of all storage areas, material handling operations, and
manufacturing or fueling operations. In areas where elimination of exposure is
not practical, the stormwater management plan shall document the feasibility of
diverting the stormwater runoff away from areas of potential contamination-
(b) Secondary Containment Schedule. A schedule to provide secondary containment
for bulk storage of liquid materials, storage of Section 313 of Title III of the
Superfund Amendments and Reauthorization Act (SARA) water priority
chemicals, or storage of hazardous substances to prevent leaks and spills from
contaminating stormwater runoff. If the secondary containment devices are
connected directly to stormwater conveyance systems, the connection shall be
controlled by manually activated valves or other similar devices [which shall be
secured with a locking mechanism] and any stormwater that accumulates in the
containment area shall be at a minimum visually observed for color, foam, outfall
staining, visible sheens and dry weather flow, prior to release of the accumulated
stormwater. Accumulated stormwater shall be released if found to be
uncontaminated by the material stored within the containment area. Records
documenting the individual making the observation, the description of the
accumulated stormwater and the date and time of the release shall be kept for a
period of five years.
(c) BMP Summary. A narrative description shall be provided of Best Management
Practices (BMPs) to be considered such as, but not limited to, oil and grease
separation, debris control, vegetative filter strips, infiltration and stormwater
detention or retention, where necessary. The need for structural BMWs shall be
based on the assessment of potential of sources to contribute significant quantities
of pollutants to stormwater discharges and data collected through monitoring of
stormwater discharges.
3. Spill Prevention and Response Plan, The Spill Prevention and Response Plan (SPRP)
shall incorporate an assessment of potential pollutant sources based on a materials
inventory of the facility. Facility personnel (or team) responsible for implementing the
SPRP shall be identified. A responsible person shall be on -site at all times during facility
operations that have the potential to contaminate stormwater runoff through spills or
exposure of materials associated with the facility operations. The SPRP must be site
stormwater specific. Therefore, a SPCC plan may be a component of the SPRP, but may
not be sufficient to completely address the stormwater aspects of the SPRP. The common
elements of the SPCC with the SPRP may be incorporated by reference into the SPRP.
4. Preventative Maintenance and Good Housekeeping Program. A preventative
maintenance program shall be developed. The program shall document schedules of
inspections and maintenance activities of stormwater control systems, plant equipment
and systems. Inspection of material handling areas and regular cleaning schedules of
these areas shall be incorporated into the program.
Part 11 Page 2 of 6

Permit No. NCS000389
5. Employee Training. Training schedules shall be developed and training provided at a
minimum on an annual basis on proper spill response and cleanup procedures and
preventative maintenance activities for all personnel involved in any of the facility's
operations that have the potential to contaminate stormwater runoff. Facility personnel
(or team) responsible for implementing the training shall be identified.
6. Responsible Party. The Stormwater Pollution Prevention Plan shall identify a specific
position(s) responsible for the overall coordination, development, implementation, and
revision to the Plan. Responsibilities for all components of the Plan shall be documented
and position assignments provided.
7. Plan Amendment. The permittee shall amend the Plan whenever there is a change in
design, construction, operation, or maintenance which has a significant effect on the
potential for the discharge of pollutants to surface waters. The Stormwater Pollution
Prevention Plan shall be reviewed and updated on an annual basis.
The Director may notify the permittee when the Plan does not meet one or more of the
minimum requirements of the permit. Within 30 days of such notice, the permittee shall
submit a time schedule to the Director for modifying the Plan to meet minimum
requirements. The permittee shall provide certification in writing (in accordance with
Part III, Standard Conditions, Section B, Paragraph 3) to the Director that the changes
have been made.
8. Facility Inspection Program. Facilities are required to inspect all stormwater systems on
at least a semiannual schedule, once in the fall (September -November) and once in the
spring (April - June). The inspection and any subsequent maintenance activities
performed shall be documented, recording date and time of inspection, individual(s)
making the inspection and a narrative description of the facility's stormwater control
systems, plant equipment and systems. Records of these inspections shall be
incorporated into the Stormwater Pollution Prevention Plan.
Stormwater discharge characteristic monitoring as required in Part Il of this permit shall
be performed in addition to facility inspections.
9. Implementation. The permittee shall document all monitoring, measurements,
inspections and maintenance activities and training provided to employees, including the
log of the sampling data and of activities taken to implement BMPs associated with the
industrial activities, including vehicle maintenance activities. Such documentation shall
be kept on -site for a period of five years and made available to the Director or his
authorized representative immediately upon request.
AUG G Yar W);age 3 of 6
CawRR�€=3 r

Permit No. NCS000389
SECTION B. ANALYTICAL MONITORING REQUIREMENTS
During the period beginning on the effective date of the permit and lasting until expiration, the
permittee is authorized to discharge stormwater subject to the provisions of this permit.
Analytical monitoring of stormwater discharges shall be performed as specified below in Table
1.
All analytical monitoring shall be performed during a representative storm event. The required
monitoring will result in a minimum of 7 analytical samplings being conducted over the term of
the permit at each stormwater discharge outfall (SDO). The permittee shall complete the
minimum 7 analytical samplings in accordance with the schedule specified below in Table 2.
Table 1. Analytical Monitoring Requirements
J :DischargMeasur`em
nE Fi egos c 1
pie
Sample_
g
Chat'acter�st<cs _. _
=Units
_
—
Ty. e�
Lcacatson
COD
rng/l
3 Annually year 1, 2,
Grab
5D0
Quarterly year 4
Total Rainfall4
inches
Annually year 1, 2, 3
-
-
_Quarterly year 4
Event Duration4
minutes
Annually year 1, 2, 3
Quarterly year 4
Total Flow4
MG
Annually year 1, 2, 3
_
SDO
__Quarterly year 4
Footnotes:
I Measurement Frequency: Once per year during years 1, 2, and 3 of the permit term. Each quarter during the 4'
year of the permit term. A year is defined as the 12 month period beginning on the month and day of issuance of
the Permit. See Table 2 for schedule of monitoring periods.
2 If the stormwater runoff is controlled by a stormwater detention pond, a grab sample of the discharge from the
pond shall be collected within the first 30 minutes of discharge. If the detention pond discharges only in response
to a storm event exceeding a ten year design stonn, then no analytical monitoring is required and only qualitative
monitoring shall be performed.
3 Sample Location: Samples shall be collected at each stormwater discharge outfall (SDO) unless representative
outfall status has been granted.
4 For each sampled representative storm event the total precipitation, storm duration, and total flow must be
monitored. Total flow shall be either-, (a) measured continuously, (b) calculated based on the amount of area
draining to the outfall, the amount of built -upon (impervious) area, and the total amount of rainfall, or (c)
estimated by the measurement of flow at 20 minute intervals during the rainfall event.
Part II Page 4 of 6

Permit No. NCS000389 ,
Table 2 Monitoring schedule
Monrtottg penad _
y
Samplelumber
t' £Start-_�En
z
=
Year 1
1
September 1, 2003
August 31, 2004
Year 2
2
September 1, 2004
August 31, 2005
Year 3
3
September 1, 2005
August 31, 2006
Year 4 - V quarter
4
September 1, 2006
November 30, 2006
Year 4 - 2" quarter
5
December 1, 2006
February 28, 2007
Year 4 - 3"` quarter
6
March 1, 2007
May 31, 2007
Year 4 - 4`h quarter
7
June 1, 2007
August 31, 2007
SECTION C: QUALITATIVE MONITORING REQUIREMENTS
Qualitative monitoring requires a visual inspection of each stormwater outfall regardless of
representative outfall status and shall be performed as specified below in Table 3. Qualitative
monitoring is for the purpose of evaluating the effectiveness of the Stormwater Pollution
Prevention Plan (SPPP) and assessing new sources of stormwater pollution. No analytical tests
are required. Qualitative monitoring of stormwater outfalls does not need to be performed during
a representative storm event.
In the event an atypical condition is noted at a stormwater discharge outfall, the Permittee shall
document the suspected cause of the condition and any actions taken in response to the
discovery. This documentation will be maintained with the Stormwater Pollution Prevention
Plan.
All qualitative monitoring will be performed twice per year, once in the spring (April - June) and
once in the fall (September - November).
Table 3. Qualitative Monitoring Requirements
iiM_ -Ifxr, NCharaet sties
RE 3!
Fr u ne cy' -
-
oni#iringic
-'M11:11:21:151
LOCdtiflllEl
Color
Semi -Annual
SDO
Odor
Semi -Annual
SDO
Clarity
Semi -Annual
SDO
Floating Solids
Semi -Annual
SDO
SuspendcA Solids
Semi -Annual i
SDO
Foam
Semi -Annual
SDO
Oil Sheen
Semi -Annual
SDO
Other obvious indicators
of stormwater pollution
Semi -Annual
SDO
Footnotes:
Monitoring Location: Qualitative monitoring shall be performed at each stormwater discharge outfall (SDO)
regardless of representative outfall status.
AUG �paat`I Ukge 5 of 6
C� . e j'k FFU_ES

Permit No. NCS000389
SECTION Dc ON -SITE VEHICLE MAINTENANCE MONITORING REQUIREMENTS
Facilities which have any vehicle maintenance activity occurring on -site which uses more than
55 gallons of new motor oil per month when averaged over the calendar year shall perform
analytical monitoring as specified below in Table 4. This monitoring shall be performed at all
outfalls which discharge stormwater runoff from vehicle maintenance areas.
All analytical monitoring shall be performed during a representative storm event. The required
monitoring will result in a minimum of 7 analytical samplings being conducted over the term of
the permit at each stormwater discharge outfall (SDO) which discharges stormwater runoff from
vehicle maintenance areas. The permittee shall complete the minimum 7 analytical samplings in
accordance with the schedule specified in Table 2 (Part H, Section B).
Table 4. Analytical Monitoring Requirements for On -Site Vehicle Maintenance
DtschargenChara tres
Units_
Measurement"Sample
Mew
Sample
t
Fr uenc ' i
...T►z-- ,
�
3
Latf�" n
_
._ eq .. _ -Y
?
_ _ _ .�
pH
standard
Annually year 1, 2, 3
Grab
SDO
Quarterly year 4
Oil and Grease
mg/1
Annually year 1, 2, 3
Grab
5D0
_Quarterlyyear 4
Total Suspended Solids
mg/l
Annually year 1, 2, 3
Grab
SDO
_Quarterly year 4
New Motor Oil Usage
gallons/month
Annually year 1' 2, 3
Estimate
-
Quarterly year 4
Total Flow4
MG
Annually year 1, 2, 3
Grab
SDO
Quarterly year 4
Footnotes:
l Measurement Frequency: Once per.year during years 1, 2, and 3 of the permit term. Each quarter during the 4&
year of the permit term. A year is defined as the 12 month period beginning on the month and day of issuance of
the Permit. See Table 2 for schedule of monitoring periods.
2 If the stormwater runoff is controlled by a stormwater detention pond, a grab sample of the discharge from the
pond shall be collected within the first 30 minutes of discharge. If the detention pond discharges only in response
to a storm event exceeding a ten year design storm, then no analytical monitoring is required and only qualitative
monitoring shall be performed.
3 Sample Location: Samples shall be collected at each stormwater discharge outfall (SIX}) that discharges
stormwater runoff from area(s) where vehicle maintenance activities occur.
4 Total flow shall be; (a) measured continuously, (b) calculated based on the amount of area draining to the outfall,
the amount of built -upon (impervious) area, and the total amount of rainfall, or (c) estimated by the measurement
of flow at 20 minute intervals during the rainfall event. Total precipitation and duration of the rainfall event
measured shall result from the sampled representative storm event.
Part IT Page 6 of 6

Permit No. NCS000389 .
PART III STANDARD CONDITIONS FOR NPDES STORMWATER INDIVIDUAL PERMITS
SECTION A: COMPLIANCE AND LIABILITY
Compliance Schedule
The permittee shall comply with Limitations and Controls specified for stormwater discharges in
accordance with the following schedule:
Existing Facilities: The Stormwater Pollution Prevention Plan shall be developed and implemented within
12 months of the effective date of the initial permit and updated thereafter on an annual basis. Secondary
containment, as specified in Part 11, Section A, Paragraph 2(b) of this permit, shall be accomplished within
12 months of the effective date of the initial permit issuance.
Proposed Facilities: The Stormwater Pollution Prevention Plan shall be developed and implemented prior to
the beginning of discharges from the operation of the industrial activity and be updated thereafter on an
annual basis. Secondary containment, as specified in Part II, Section A, Paragraph 2(b) of this permit shall
be accomplished prior to the beginning of discharges from the operation of the industrial activity.
2. Duty to Ca 1
The permittee must comply with all conditions of this individual permit. Any permit noncompliance
constitutes a violation of the Clean Water Act and is grounds for enforcement action; for permit
termination, revocation and reissuance, or modification; or denial of a permit upon renewal application.
a. The permittee shall comply with standards or prohibitions established under section 307(a) of the
Clean Water Act for toxic pollutants within the time provided in the regulations that establish these
standards or prohibitions, even if the permit has not yet been modified to incorporate the
requirement.
b. The Clean Water Act provides that any person who violates a permit condition is subject to a civil
penalty not to exceed $27,500 per day for each violation. Any person who negligently violates any
permit condition is subject to criminal penalties of $2,500 to $25,000 per day of violation, or
imprisonment for not more than 1 year, or both. Any person who knowingly violates permit
conditions is subject to criminal penalties of $5,000 to $50,000 per day of violation, or
imprisonment for not more than 3 years, or both. Also, any person who violates a permit condition
may be assessed an administrative penalty not to exceed $11,000 per violation with the maximum
amount not to exceed $137,500. [Ref: Section 309 of the Federal Act 33 USC 1319 and 40 CFR
122.41(a).]
C. Under state law, a daily civil penalty of not more than twenty-five thousand dollars ($25,000) per
violation may be assessed against any person who violates or fails to act in accordance with the
terms, conditions, or requirements of a permit. [Ref: North Carolina General Statutes 143-
215.6A]
d. Any person may be assessed an administrative penalty by the Director for violating section 301,
302, 306, 307, 308, 318, or 405 of the Act, or any permit condition or limitation implementing any
of such sections in a permit issued under section 402 of the Act. Administrative penalties for Class
I violations are not to exceed $11,000 per violation, with the maximum amount of any Class I
penalty assessed not to exceed $27,500. Penalties for Class 11 violations are not to exceed $11,000
per day for each day during whielf ttie;"iolation continues, with the maximum amount of any Class
II penalty not to exceed $107-,5— . —"-
AUG � U 21 3
C -H V M. 'Page' 1 of 8 Pages

Permit No. NCS000389
3. Duty to Mitigate
The permittee shall take all reasonable steps to minimize or prevent any discharge in violation of this
individual permit which has a reasonable likelihood of adversely affecting human health or the environment.
Civil and Criminal Liability
Except as provided in Part III, Section C of this permit regarding bypassing of stormwater control facilities,
nothing in this individual permit shall be construed to relieve the permittee from any responsibilities,
liabilities, or penalties for noncompliance pursuant to NCGS 143-215.3,143-215.6A, 143-215.613, 143-
215.6C or Section 309 of the Federal Act, 33 USC 1319. Furthermore, the permittee is responsible for
consequential damages, such as fish kills, even though the responsibility for effective compliance may be
temporarily suspended.
5. Oil and Hazardous Substance Liability
Nothing in this individual permit shall be construed to preclude the institution of any legal action or relieve
the pernrittee from any responsibilities, liabilities, or penalties to which the permittee is or may be subject to
under NCGS 143-215.75 et seq. or Section 311 of the Federal Act, 33 USC 1321.
6. Property Rigs
The issuance of this individual permit does not convey any property rights in either real or personal
property, or any exclusive privileges, nor does it authorize any injury to private property or any invasion of
personal rights, nor any infringement of Federal, State or local laws or regulations.
Severability
The provisions of this individual permit are severable, and if any provision of this individual permit, or the
application of any provision of this individual permit to any circumstances, is held invalid, the application
of such provision to other circumstances, and the remainder of this individual permit, shall not be affected
thereby.
Duty to Provide Information
The permittee shall furnish to the Director, within a reasonable time, any information which the Director
may request to determine whether cause exists for modifying, revoking and reissuing, or terminating the
permit issued pursuant to this individual permit or to determine compliance with this individual permit. The
permittee shall also furnish to the Director upon request, copies of records required to be kept by this
individual permit.
9. Penalties for Tampering
The Clean Water Act provides that any person who falsifies, tampers with, or knowingly renders inaccurate,
any monitoring device or method required to be maintained under this individual permit shall, upon
conviction, be punished by a fine of not more than $10,000 per violation, or by imprisonment for not more
than two years per violation, or by both. If a conviction of a person is for a violation committed after a first
conviction of such person under this paragraph, punishment is a fine of not more that $20,000 per day of
violation, or by imprisonment of not more than 4 years, or both.
10. Penalties for Falsification of Reports
The Clean Water Act provides that any person who knowingly makes any false statement, representation, or
certification in any record or other document submitted or required to be maintained under this individual
Part III Page 2 of 8 Pages

Permit No. NCS000389
permit, including monitoring reports or reports of compliance or noncompliance shall, upon conviction, be
punished by a fine of not more than $10,000 per violation, or by imprisonment for not more than two years
per violation, or by both.
SECTION B: GENERAL CONDITIONS
1. Individual Permit Ex iration
The permittee is not authorized to discharge after the expiration date. In order to receive automatic
authorization to discharge beyond the expiration date, the permittee shall submit forms and fees as are
required by the agency authorized to issue permits no later than 180 days prior to the expiration date. Any
permittee that has not requested renewal at least 180 days prior to expiration, or any permittee that does not
have a permit after the expiration and has not requested renewal at least 180 days prior to expiration, will be
subjected to enforcement procedures as provided in NCGS § 143-2153.6 and 33 USC 1251 et. seq.
2. Transfers
This permit is not transferable to any person except after notice to and approval by the Director. The
Director may require modification or revocation and reissuance of the permit to change the name and
incorporate such other requirements as may be necessary under the Clean Water Act. Permittee is required
to notify the Division in writing in the event the permitted facility is sold or closed.
Signatory Reurrements
All applications, reports, or information submitted to the Director shall be signed and certified.
a. All applications to be covered under this individual permit shall be signed as follows:
(1) For a corporation: by a responsible corporate officer. For the purpose of this Section, a
responsible corporate officer means: (a) a president, secretary, treasurer or vice president
of the corporation in charge of a principal business function, or any other person who
performs similar policy or decision making functions for the corporation, or (b) the
manager of one or more manufacturing production or operating facilities employing more
than 250 persons or having gross annual sales or expenditures exceeding 25 million (in
second quarter 1980 dollars), if authority to sign documents has been assigned or
delegated to the manager in accordance with corporate procedures.
(2) For a partnership or sole proprietorship: by a general partner or the proprietor,
respectively; or
(3) For a municipality, State, Federal, or other public agency: by either a principal executive
officer or ranking elected official.
b. All reports required by the individual permit and other information requested by the Director shall
be signed by a person described above or by a duly authorized representative of that person. A
person is a duly authorized representative only if:
(1) The authorization is made in writing by a person described above;
(2) The authorization specified either an individual or a position having responsibility for the
overall operation of the regulated facility or activity, such as the position of plant
manager, operator -of: a ,well-6r ell eld, superintendent, a position of equivalent
responsibility, or an individual or position having overall responsibility for environmental
AUG 2 U 2003
Part III ppge;3 a $ Pages

Permit No. NCS000389
matters for the company. (A duly authorized representative may thus be either a named
individual or any individual occupying a named position.); and
(3) The written authorization is submitted to the Director.
Any person signing a document under paragraphs a. or b. of this section shall make the following
certification:
"I certify, under penalty of law, that this document and all attachments were prepared under my
direction or supervision in accordance with a system designed to assure that qualified personnel
properly gather and evaluate the information submitted. Based on my inquiry of the person or
persons who manage the system, or those persons directly responsible for gathering the
information, the information submitted is, to the best of my knowledge and belief, true, accurate,
and complete. 1 am aware that there are significant penalties for submitting false information,
including the possibility of fines and imprisonment for knowing violations."
Individual Permit Modification, Revocation and Reissuance or Termination
The issuance of this individual permit does not prohibit the Director from reopening and modifying the
individual permit, revoking and reissuing the individual permit, or terminating the individual permit as
allowed by the laws, rules, and regulations contained in Title 40, Code of Federal Regulations, Parts 122
and 123; Title 15A of the North Carolina Administrative Code, Subchapter 2H .0100; and North Carolina
General Statute 143-215.1 et. al.
Permit Actions
The permit may be modified, revoked and reissued, or terminated for cause. The notification of planned
changes or anticipated noncompliance does not stay any individual permit condition.
SECTION C: OPERATION AND MAINTENANCE OF POLLUTION CONTROLS
Proper Operation and Maintenance
The permittee shall at all times properly operate and maintain all facilities and systems of treatment and
control (and related appurtenances) which are installed or used by the permittee to achieve compliance with
the conditions of this individual permit. Proper operation and maintenance also includes adequate
laboratory controls and appropriate quality assurance procedures. This provision requires the operation of
back-up or auxiliary facilities or similar systems which are installed by a permittee only when the operation
is necessary to achieve compliance with the conditions of this individual permit.
2. Need to Halt or Reduce Not a Defense
It shall not be a defense for a permittee in an enforcement action that it would have been necessary to halt or
reduce the permitted activity in order to maintain compliance with the condition of this individual permit.
3. Bypassing of Stormwater Control Facilities
Bypass is prohibited and the Director may take enforcement action against a permittee for bypass unless:
a. Bypass was unavoidable to prevent loss of life, personal injury or severe property damage; and
b. There were no feasible alternatives to the bypass, such as the use of auxiliary control facilities,
retention of stormwater or maintenance during normal periods of equipment downtime or dry
Part III Page 4 of 8 Pages

Permit No. NCS000389
weather. This condition is not satisfied if adequate backup controls should have been installed in
the exercise of reasonable engineering judgment to prevent a bypass which occurred during normal
periods of equipment downtime or preventive maintenance; and
C. The permittee submitted notices as required under, Part III, Section E of this permit.
If the Director determines that it will meet the three conditions listed above, the Director may approve an
anticipated bypass after considering its adverse effects.
SECTION D: MONITORING AND RECORDS
I. Revresentative Sam line
Samples collected and measurements taken, as required herein, shall be characteristic of the volume and
nature of the permitted discharge. Analytical sampling shall be performed during a representative storm
event. Samples shall be taken on a day and time that is characteristic of the discharge. All samples shall be
taken before the discharge joins or is diluted by any other waste stream, body of water, or substance.
Monitoring points as specified in this permit shall not be changed without notification to and approval of
the Director.
2. Recording Results
For each measurement, sample, inspection or maintenance activity performed or collected pursuant to the
requirements of this individual permit, the permittee shall record the following information:
a. The date, exact place, and time of sampling, measurements, inspection or maintenance activity;
b. The individual(s) who performed the sampling, measurements, inspection or maintenance activity;
C. The date(s) analyses were performed;
d. The individual(s) who performed the analyses;
e. The analytical techniques or methods used; and
f. The results of such analyses.
3. Flow Measurements
Where required, appropriate flow measurement devices and methods consistent with accepted scientific
practices shall be selected and used to ensure the accuracy and reliability of measurements of the volume of
monitored discharges.
4. Test Procedures
Test procedures for the analysis of pollutants shall conform to the EMC regulations published pursuant to
NCGS 143-215.63 et. seq, the Water and Air Quality Reporting Acts, and to regulations published pursuant
to Section 304(g), 33 USC 1314, of the Federal Water Pollution Control Act, as Amended, and Regulation
40 CFR 136.
To meet the intent of the monitoring required by this individual permit, all test procedures must produce
minimum detection and reporting levels. and all data generated must be reported down to the minimum
detection or lower report,levei of'the.R8cedure.
AUG 2003
i F,pPart,111fPage 5 of 8 Pages

Permit No. NCS000389
5. Representative Outfall
If a facility has multiple discharge locations with substantially identical stormwater discharges that are
required to be sampled, the permittee may petition the Director for representative outfall status. If it is
established that the stormwater discharges are substantially identical and the permittee is granted
representative outfall status, then sampling requirements may be performed at a reduced number of outfalls.
6. Records Retention
Visual monitoring shall be documented and records maintained at the facility along with the Stormwater
Pollution Prevention Plan. Copies of analytical monitoring results shall also be maintained on -site- The
permittee shall retain records of all monitoring information, including all calibration and maintenance
records and all original strip chart recordings for continuous monitoring instrumentation, and copies of all
reports required by this individual permit for a period of at least 5 years from the date of the sample,
measurement, report or application. This period may be extended by request of the Director at any time.
Inspection and En
The permittee shall allow the Director, or an authorized representative (including an authorized contractor
acting as a representative of the Director), or in the case of a facility which discharges through a municipal
separate storm sewer system, an authorized representative of a municipal operator or the separate storm
sewer system receiving the discharge, upon the presentation of credentials and other documents as may be
required by law, to;
a. Enter upon the permittee's premises where a regulated facility or activity is located or conducted,
or where records must be kept under the conditions of this individual permit;
b. Have access to and copy, at reasonable times, any records that must be kept under the conditions of
this individual permit;
c. Inspect at reasonable times any facilities, equipment (including monitoring and control equipment),
practices, or operations regulated or required under this individual permit; and
d. Sample or monitor at reasonable times, for the purposes of assuring individual permit compliance
or as otherwise authorized by the Clean Water Act, any substances or parameters at any location.
SECTION E: REPORTING REQUIREMENTS
1. Discharge Monitoring_ Reports
Samples analyzed in accordance with the terms of this permit shall be submitted to the Division on
Discharge Monitoring Report forms provided by the Director. Submittals shall be received by the Division
no later than 30 days from the date the facility receives the sampling results from the laboratory.
2. Submitting Reports
Duplicate signed copies of all reports required herein, shall be submitted to the following address:
Division of Water Quality
Water Quality Section
ATTENTION: Central Files
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
Part III Page 6 of 8 Pages

Permit No. NCS000389 -
Availability of Reports
Except for data determined to be confidential under NCGS 143-215.3(a)(2) or Section 308 of the Federal
Act, 33 USC 1318, all reports prepared in accordance with the terms shall be available for public inspection
at the offices of the Division of Water Quality. As required by the Act, analytical data shall not be
considered confidential. Knowingly making any false statement on any such report may result in the
imposition of criminal penalties as provided for in NCGS 143-215.6B or in Section 309 of the Federal Act.
4, Non-Stormwater Discharges
If the storm event monitored in accordance with this individual permit coincides with a non-stormwater
discharge, the permittee shall separately monitor all parameters as required under the non-stormwater
discharge permit and provide this information with the stormwater discharge monitoring report.
Planned Changes
The permittee shall give notice to the Director as soon as possible of any planned changes at the permitted
facility which could significantly alter the nature or quantity of pollutants discharged. This notification
requirement includes pollutants which are not specifically listed in the individual permit or subject to
notification requirements under 40 CFR Part 122.42 (a).
Anticipated Noncompliance
The permittee shall give notice to the Director as soon as possible of any planned changes at the permitted
facility which may result in noncompliance with the individual permit requirements.
Bypass
a. Anticipated bypass. If the permittee knows in advance of the need for a bypass, it shall submit
prior notice, if possible at least ten days before the date of the bypass; including an evaluation of
the anticipated quality and affect of the bypass.
b. Unanticipated bypass. The permittee shall submit notice within 24 hours of becoming aware of an
unanticipated bypass.
8. Twenty-four Hour Reporting
The permittee shall report to the central office or the appropriate regional office any noncompliance which
may endanger health or the environment. Any information shall be provided orally within 24 hours from
the time the permittee became aware of the circumstances. A written submission shall also be provided
within 5 days of the time the permittee becomes aware of the circumstances.
The written submission shall contain a description of the noncompliance, and its causes; the period of
noncompliance, including exact dates and times, and if the noncompliance has not been corrected, the
anticipated time compliance is expected to continue; and steps taken or planned to reduce, eliminate, and
prevent reoccurrence of the noncompliance.
The Director may waive the written report on a case -by -case basis if the oral report has been received
within 24 hours.
9. Other Noncom liance
The permittee shall report all instances of noncompliance not reported under 24 hour reporting at the time
monitoring reports are submit[ed.
AUG r? U 5
CWMV --ParttBI image 7 of 8 Pages

Permit No. NCS000389
10, Other Information
Where the permittee becomes aware that it failed to submit any relevant facts in an application for an
individual permit or in any report to the Director, it shall promptly submit such facts or information.
Part III Page 8 of 8 Pages

Permit No. NCS000389
PART IV LIMITATIONS REOPENER
This individual permit shall be modified or alternatively, revoked and reissued, to comply with any applicable
effluent guideline or water quality standard issued or approved under Sections 302(b) (2) (c), and (d), 304(b) (2) and
307(a) of the Clean Water Act, if the effluent guideline or water quality standard so issued or approved:
a. Contains different conditions or is otherwise more stringent than any effluent limitation in the individual
permit; or
b. Controls any pollutant not limited in the individual permit.
The individual permit as modified or reissued under this paragraph shall also contain any other requirements in the
Act then applicable.
PART V ADMINISTERING AND COMPLIANCE MONITORING FEE
REQUIREMENTS
The permittee must pay the administering and compliance monitoring fee within 30 (thirty) days after being billed by
the Division. Failure to pay the fee in timely manner in accordance with 15A NCAC 2H .0105(b)(4) may cause this
Division to initiate action to revoke the Individual Permit.
PART VI DEFINITIONS
Act
See Clean Water Act.
2. Arithmetic Mean
The arithmetic mean of any set of values is the summation of the individual values divided by the number of
individual values.
Allowable Nan-Stormwater Discharges
This permit regulates stormwater discharges. Non-stormwater discharges which shall be allowed in the
stormwater conveyance system are:
(a) All other discharges that are authorized by a non-stormwater NPDES permit.
(b) Uncontaminated groundwater, foundation drains, air -conditioner condensate without added
chemicals, springs, discharges of uncontaminated potable water, waterline and fire hydrant
flushings, water from footing drains, flows from riparian habitats and wetlands.
(c) Discharges resulting from fire -fighting or fire -fighting training.
Best Management Practices (BMPs)
Measures or practices used to reduce -the amount of pollution entering surface waters. BMPs may take the
form of a process, activity, or physical structur .
AUG Z U NO
VI Page 1 of 5

Permit No_ NCS000389
5. BYp1Ss
A bypass is the known diversion of stormwater from any portion of a stormwater control facility including
the collection system, which is not a designed or established operating mode for the facility.
6. Bulk Storage of Liquid Products
Liquid raw materials, manufactured products, waste materials or by-products with a single above ground
storage container having a capacity of greater than 660 gallons or with multiple above ground storage
containers located in close proximity to each other having a total combined storage capacity of greater than
1,320 gallons.
7. Clean Water Act
The Federal Water Pollution Control Act, also known as the Clean Water Act (CWA), as amended, 33
USC 1251, et_ seq_
8. Division or DWQ
The Division of Water Quality, Department of Environment and Natural Resources_
9. Director
The Director of the Division of Water Quality, the permit issuing authority.
10. EMC
The North Carolina Environmental Management Commission.
11. Grab Sample
An individual sample collected instantaneously. Grab samples that will be directly analyzed or qualitatively
monitored must be taken within the first 30 minutes of discharge.
12. Hazardous Substance
Any substance designated under 40 CFR Part 116 pursuant to Section 311 of the Clean Water Act,
13. Landfill
A disposal facility or part of a disposal facility where waste is placed in or on land and which is not a land
treatment facility, a surface impoundment, an injection well, a hazardous waste long-term storage facility or
a surface storage facility.
14. Municipal Separate Storm Sewer System
A stormwater collection system within an incorporated area of local self-government such as a city or town.
15. Overburden
Any material of any nature, consolidated or unconsolidated, that overlies a mineral deposit, excluding
topsoil or similar naturally -occurring surface materials that are not disturbed by mining operations.
Part VI Page 2 of 5 Pages

Permit No. NCS000389 '
16. Permittee
The owner or operator issued a permit pursuant to this individual permit.
17. Point Source Discharge of Stormwater
Any discernible, confined and discrete conveyance including, but not specifically limited to, any pipe, ditch,
channel, tunnel, conduit, well, or discrete fissure from which stormwater is or may be discharged to waters
of the state.
18. Re resentative Stone Event
A storm event that measures greater than 0.1 inches of rainfall and that is preceded by at least 72 hours in which no
storm event measuring greater than 0.1 inches has occurred. A single storm event may contain up to 10 consecutive
hours of no precipitation. For example, if it rains for 2 hours without producing any collectable discharge, and then
stops, a sample may be collected if a rain producing a discharge begins again within the next 10 hours.
19. Representative Outfall Status
When it is established that the discharge of stormwater runoff from a single outfall is representative of the
discharges at multiple outfalls, the DWQ may grant representative outfall status. Representative outfall
status allows the permittee to perform analytical monitoring at a reduced number of outfalls.
20. Rinse Water Discharge
The discharge of rinse water from equipment cleaning areas associated with industrial activity. Rinse
waters from vehicle and equipment cleaning areas are process wastewaters and do not include washwaters
utilizing any type of detergent or cleaning agent.
21. Se ondqU Containment
Spill containment for the contents of the single largest tank within the containment structure plus sufficient
freeboard to allow for the 25-year, 24-hour storm event.
22. Section 313 Water Priority Chemical
A chemical or chemical category which:
a. Is listed in 40 CFR 372.65 pursuant to Section 313 of Title III of the Superfund Amendments and
Reauthorization Act (SARA) of 1986, also titled the Emergency Planning and Community Right -
to -Know Act of 1986;
b. Is present at or above threshold levels at a facility subject to SARA title III, Section 313 reporting
requirements; and
That meet at least one of the following criteria:
(1) Is listed in Appendix D of 40 CFR part 122 on either Table II (organic priority
pollutants), Table III (certain metals, cyanides, and phenols) or Table IV (certain toxic
pollutants and hazardous substances);
(2) Is listed as a hazardous substance pursuant to section 311(b)(2)(A) of the CWA at 40
CFR 116.4; or
u rim.✓ �a.:.�
(3) Is a pollutant for wh c �) a published acute or chronic water quality criteria.
AUG
C J�Pan,YI �PageS3 of 5 Pages

Permit No. NCS000389
23. Severe PropgM Damage
Means substantial physical damage to property, damage to the control facilities which causes them to
become inoperable, or substantial and permanent loss of natural resources which can reasonably be
expected to occur in the absence of a bypass. Severe property damage does not mean economic loss
caused by delays in production.
24. Significant Materials
Includes, but is not limited to: raw materials; fuels; materials such as solvents, detergents, and plastic
pellets; finished materials such as metallic products; raw materials used in food processing or production;
hazardous substances designated under section 101(14) of CERCLA; any chemical the facility is required to
report pursuant to section 313 of Title III of SARA; fertilizers; pesticides; and waste products such as ashes,
slag and sludge that have the potential to be released with stormwater discharges.
25. Siggificant.Spills
Includes, but is not limited to: releases of oil or hazardous substances in excess of reportable quantities
under section 311 of the Clean Water Act (Ref: 40 CFR 110.10 and CFR 117.21) or section 102 of
CERCLA (Ref: 40 CFR 302.4).
26. Stormwater Runoff
The flow of water which results from precipitation and which occurs immediately following rainfall or as a
result of snowmelt.
27. Stormwater Associated with Industrial Activit
The discharge from any point source which is used for collecting and conveying Stormwater and which is
directly related to manufacturing, processing or raw material storage areas at an industrial site. Facilities
considered to be engaged in "industrial activities" include those activities defined in 40 CFR 122.26(b)(14).
The term does not include discharges from facilities or activities excluded from the NPDES program.
28. Stormwater Pollution Prevention Plan
A comprehensive site -specific plan which details measures and practices to reduce stormwater pollution and
is based on an evaluation of the pollution potential of the site.
29. Ten Year Design Storm
The maximum 24 hour precipitation event expected to be equaled or exceeded on the average once in ten
years. Design storm information can be found in the State of North Carolina Erosion and Sediment Control
Planning and Design Manual.
30. Total Flow
The flow corresponding to the time period over which the entire storm event occurs. Total flow shall be
either; (a) measured continuously, (b) calculated based on the amount of area draining to the outfall, the
amount of built -upon (impervious) area, and the total amount of rainfall, or (c) estimated by the
measurement of flow at 20 minute intervals during the rainfall event.
31. Toxic Pollutant
Any pollutant listed as toxic under Section 307(a)(l) of the Clean Water Act.
Part VI Page 4 of 5 Pages

Permit No. NCS000389 ,
32. Upset
Means an exceptional incident in which there is unintentional and temporary noncompliance with
technology based permit effluent limitations because of factors beyond the reasonable control of the
permittee. An upset does not include noncompliance to the extent caused by operational error, improperly
designed treatment or control facilities, inadequate treatment or control facilities, lack of preventive
maintenance, or careless or improper operation.
33. Vehicle Maintenance Activitv
Vehicle rehabilitation, mechanical repairs, painting, fueling, lubrication, vehicle cleaning operations, or
airport deicing operations.
34. Visible Sedimentation
Solid particulate matter, both mineral and organic, that has been or is being transported by water, air,
gravity, or ice from its site of origin which can be seen with the unaided eye.
35. 25-year, 24 hour storm event
The maximum 24-hour precipitation event expected to be equaled or exceeded, on the average, once in 25
years.
AUG L u 2��3
r;;?`Pii YI""pagr3 5 of 5 Pages

A
o[ulnb[a
5erv="`
An Emnlavee • o.red C rnoenv
CHAIN OF CUSTODYILABORATORY ANALYSIS REPORT FORM
10655 R&rrord Ave., Ste 130A • Houston, TX 77042 • [phone] • FAX (713) 26"130 DA
PAGE OF
PROJECT NAME R
PROJECT
COMPANY/ADDRESS
s
z
a
o
ti
O
w
ca
z
ANALYSIS REOUEST
r�
REMARKS
� PHONE
REPORT TO:
SAMPLE
I.D.
DATE
TIME
SAMPLE
MATRIX
003 S&mW64W
V1, - 55
l
x
�12sLs-a
R LINQUISHED BY:
i
cure
!lt t G.
rigta Name
_ Q
EiV I ;�
2-6&
RECEIVED BY:
TURNAROUND REQUIREMENTS
(in working days)
RUSH .............................5 Days
RUSH ...........................10 Days
STD ............................t5 DAYS
DELIVERABLES
_ I. Analytical Report
— II. Anal ed Repot
Plus MSIMSD
_ III. Data Validabm Report
Clyd s 9 Raw Data)
INVOICE INFORMATION:
P.O,t
SAMPLE RECEIPT:
Sbippng VIA: -�
Shaping to,
Condition:
Signature
Bil! To
Printed Nama
Firm
Lab No
Da elTim Date/Time
RELINQUISHED BY:
RECEIVED BY:
Sign
PrIhtedlane
Frr 7175 y
SPECIAL INSTRUCTIONSAtCCNIMENTS:
c-05Do54a' _00 SAMPLER'S SIGNATURE
Signature
Printed Name
Firm
Date/Time Date/Time
DISTRIBUTION: WHITE - return to originator, YELLOW - lab; PINK - retained by originator COCIO.02

09/07/2005 13:29 9106718637 TEL
SEP-M--205 TUE 04.'17 PM ENVIRMENTAUERV,CORP.
6157685859
PAGE 02
P. 02
ENVIRONMENTAL
Scilgi E Copp,
Maid. To: Pam He�gter
TB . �, Eratory
F.6 7733ox 589
Lumberton, NC 28359
11. 17ata
12068 lahaaan Rd.
lfft. auL'a., Tjt 17172
{6131 736-5058
a-A6n-757-5895
[Pax (615I 758-699D
T'= T.U. 62-S914269
Mah, 1970
x�I. C?th� Gbnm�tenCB
Spnp lex were received on 7130/05 with a real St for "1,4-Dicxfa" qft
trie CaofC e11d Saes forwarded to a sub -contrast lab to be anal ed for
the 1913 Dioxin list after clarifying the analytioal request with
TBL. Client later iuforated SSC W=t tba correct aaailyt£cal rKuest
Vag ff1'4-DiGxAU=" 3ampie V,21 S a rraa retraived fr= the �►-cfln�ct
lab and analyzed for 1 a-diaxaxse r alit request. The results had
to be qualified for told tip ratios%, temperature, icpzaper
container.and headspaee.
The analytical reaults in this zeport are based upon i.afosmatfou Suppli*d
bjt You, a alieat, and ase for hour exclusive use. If you have say
quastie� regarding rhie data package, please do not hesxt+ate to oail.
Reviewed By.:
i er, ZSC KeWesentative
UborXor Cern;�n Numbers
fi2LA 1461-0S, AIHA - 09227, AL - 40460, CA - I-2327, CT - M-0197, FD _ 3874S7
ICW - 923, ZW - C-TH-01, KY - 9oa3.o, xWSY' ools, NC - MM?S,LW21704 W - A-i40
SC - 34004, TK - 2006, VA - 00109, W - 233
%?tits s1; ' t way Wr be zvpsufl'a06d, a=cpe in fu11, �Ltb=t ,ati.tcm app 7. £rM nwirmVeatal sci== om.

ENVIRONMENTAL
SCIENCE CORP.
REPORT OF ANALYSIS
Pam Hester
TBL Laboratory
P.O. Box 589
Lumberton, NC 28359
12065 Lebanon Rd.
mt. Juliet, TN 37122
(615} 758-5858
1-800-767-5859
Fax [phone]
Tax I.D. 62-0814289
Est, 1970
August 30, 2005
ESC Sample #
L212565-01
Date Received August 29, 2005
Description Dak Americas
Site ID
Sample ID 003 STORMWATER
Project #
Collected By
Collection Date 07/29/05 06:55
Parameter
Result
Bet. Limit Units
Method
Date
Dil.
Volatile Organics
1,4-Dioxane
BDL
0.10 mg/1
8260B
08/29/05
1
Surrogate Recovery
Toluene-d6
95,
8 Rec.
8260E
08/29/05
1
Dibromo£luoromethane
95.
8 Rec.
8260B
08/29/05
1
4-Bromofluorobenzene
89.
% Rec.
8260E
08/29/05
1
C." &VCkI',
Cheli Boucher, ESC Representative
BDL - Below Detection Limit
Det. Limit - Practical Quantitation Limit(PQL)
Laboratory Certification Numbers:
AIHA - 1007B9, AL - 40660, CA - 1-2327, CT- PH-0197, FL - E87487, GA - 923, IN - C-TN-01
KY - 90010, KYUST - 0016, NC - ENV375,Dw21704, ND - R-140, SC - 84004, IN - 2006, VA - 00109, WV - 233
AZ -0612, MN - 047-999-395, NY - 11742, NJ - 81002, WI - 998093910
Note:
The reported analytical results relate only to the sample submitted.
This report shall not be reproduced, except in full, without the written approval from ESC.
Reported: 08/30/05 10:53 Printed: OB/30/05 17:50
Page 1 of 3

Attachment B
Explanation of QC Qualifier Codes
Qualifier Meaning
W (ESC)-The laboratory analysis was from a sample collected in an improper
container
T8 (ESC) - Additional method/sample information: Sample(s) received past/too
Close to holding time expiration.
T2 (ESC) - Additional method/sample information: The laboratory analysis was
from an unpreserved or improperly preserved sample.
T1 (ESC) - Additional method/sample information: Sample(s) received at greater
than 4 degrees C.
Qualifier Report Information
ESC utilizes sample and result qualifiers as set forth by the EPA Contract Laboratory Program and
as required by most certifying bodies including NELAC. In addition to the EPA qualifiers adopted
by ESC, we have implemented ESC qualifiers to provide more information pertaining to our analytical
results. Each qualifier is designated in the qualifier explanation as either EPA or ESC.
Data qualifiers are intended to provide the ESC client with more detailed information concerning
the potential bias of reported data. Because of the wide range of constituents and variety of
matrices incorporated by most EPA methods,it is coznon for some compounds to fall outside of
established ranges. These exceptions are evaluated and all reported data is valid and useable
unless qualified as 'R' (Rejected).
Definitions
Accuracy - The relationship of the observed value of a known sample to the
true value of a known sample. Represented by percent recovery and
relevant to samples such as: control samples, matrix spike recoveries,
surrogate recoveries, etc.
Precision - The agreement between a set of samples or between duplicate samples.
Relates to how close together the results are and is represented by
Relative Percent DifferrenCe.
Surrogate - Organic compounds that are similar in chemical composition, extraction,
and chromotography to analytes of interest. The surrogates are used to
determine the probable response of the group of analytes that are chem-
ically related to the surrogate compound. Surrogates are added to the
sample and carried through all stages of preparation and analyses.
Control Limits (AQ) (SS)
2-Fluorophenol 31-119 Nitrobenzene-d5 43-118 Dibromfluoromethane 70-130 70-130
Phenol-d5 12-134 2-Fluorobiphenyl 45-128 Toluene-d8 70-130 70-130
2,4,6-Tribromophenol 51-141 Terphenyl-d14 43-137 4-Bromofluorobenzene 70-130 70-130
TIC - Tentatively Identified Compound: Compounds detected in samples that are
not target compounds, internal standards, system monitoring compounds,
or surrogates.
Page 3 of 3

�a
Summary of Remarks For Samples Printed
08/30/05 at 17:58:29
TSR Signing Reports: 070
RX - Priority Rush
Per Set -- MTLPREP-15, DISPOSAL-5, SHIPPING-30
Sample: L212555-01 Account: TBLLAB Received: 08/29/05 09:30 Due Date: 09/01/05 00:00 RPT Date: 08/30/05 10:53

Andy Vann
From: Chek Boucher
Sent: Friday, August 26, 2005 5:38 PM
To: Login
Cc: Cheli Boucher, Due VOC
Subject: Incoming TBLLAB Firm due date
We are expecting a sample to come in from CAS -Houston (Columbia Analytical) tomorrow moming. This will be a I
Amber container that was from TBLLAB. The sample ID will be L208828. There may or may not be a proper CofC with it
We need to log this to a new L number for V8260AP9 to report 1,4-dioxane only. Due 911, RX.
The client is aware that this sample will be qualified for hold time, improper container, and headspace.
thanks!
cb
Chell Boucher
Technical Service Representative
Environmental Science Corp.
800-767-5659 ext 186

SAWLX NON -CONFORMAL CE FORM
Date:
EvaIrmted by:
CRent:
Non -Conformance (check applicable items)
Chain of Custody is missing
Logini CIadAcai€on Needed
Improper cgniainer type _
-:proper presetvWon
Chain, of custody is incompleb�
Container lid not in tact
Par4melberw past holding,tftme
Improper temperature
.Btokexi coat &er(s) see bdo�v
Broken coxitainet: sftfficient sample
volume remains for analysis requested
Insfiffiaez t pwking maftdA
aixitzrzd co fainter
Rpufficient packing material inside cooler
Improper handling by carrier (FedEx / UPS Courier)
Saniple was frozen
Cdxzutnents: $. cal ✓� a Fel Z L
Logh h st:uciions: -
Client infon ned by call / eznafi / fax 7 voice mail
Client' contact:
'Jt`SI2Luf�,s• � •
13

NORTH CAROLINA,
Cumberland County.
STATE OF
NORTH CAROLINA
EMVIRONMEANAGEM L NT
COMMISSION
1617 MAIL SERVICE
RAL£IGFI.NCORTIR ENTER
27699-1617
AFFIDAVIT OF PUBLICATION
Before the undersigned, a Notary Public of said County and Sta'
commissioned and authorized to administer oaths, affirmations, etc., pei
appeared. C 11`41)Y L. OR0ZC0
STATE
�iho
who, being duly to law, loth depose that
si
eeua Onthe bash
sworn or affirmed, according and say
staff review and aAniication
of Article 21 of Chaoter 143.
'
he/she is LEGAL SECRETARY
Gon.ral North
Caroline. Ptublic atums law 92-600
of THE FAYETTEVILLE PUBLISHING COMPANY, a corporation organized
and other lawful standards
and reoulations. the North
''
and doing business under the Laws of the State of North Carolina, and publishing
Carolina Envim-rn-maf Man-
aaement Commission aro-
a newspaper known as the THE FAYETTEVILLE OBSERVER, in the City of
oases to issue a permit to
listed.
to a26.
26.
Fayetteville, Count and State aforesaid, and that as such he/she makes this
y y
below on.:luly
belowan 20
2003 and:
subiact to special condi-
tions.
affidavit; that he/she is familiar with the books, files and business of said
Persons wishino to cam-1
mant uoan or ohiact to the I
Corporation and by reference to the files of said publication the attached
or000sad detarminationsi
are invited to submit thairi
advertisement of - LEGAL NOTICE
comments in writina to the,
War them,
JulvIad003- All
Juiv 1 i. 2003- All commerds
NCS000391 & NCS000289
received orror to that date
_
wilf be considered in the fi-
nal determination moardina
aermit issuance. A public
_
maeHno rnav be held where
the Director of the Division
Of L1ER,
of Water Ouality finds a sia-
-�G
i -
nirest
of autopOBed
inserted ill the in dates follows:
forest r
in env proposed per-
was aforesaid newspaper ce and on as
�iFe space,
mit issuance.
A corm of the draft permit
'
is available by writing or citl-
ino the Division of Water;
JUNOS
Quality. 1617 Mail service
Center. Raisioh. NC 27699-1
1617 or 19191 733.SM3.
The aao&u7tion and other,
, informadon may be insoecbtblication The Fayetteville Observer the
and at ad atthis location durino nor.
er requirements and
was a newspaper meeting all
y p P
ualfca Mal business hours. Cocies� NO. 1-Jrg�% G.S. of N. C.
Of the information art Tie ors '
available ucan raausst and '
The a oavmant at the casts of ro-d from the books and files of the aforesaid corporation and publication.
oroduction. All such cam-
ments w ranuests rsoetdina
the or000sed oarmd should _
make raference to the
NPOES Permit number listed
below.
NPOES No. NCS000391
Goodyear Tire and Rubber
LEGAL SECRETARY
Comoanv. 6650 Ramsev
Street. Favattavillo. NC
28311' has aooliad for a oar-
- Title
mit to dischavue arnrenwater
_
- i A 't-Lt
4
ac-
associated with industrialH
- 1 1
Goo at a Tire a d atedRub at
er
Goodyear Tire and Rubber
.Sworn or affirmed to, and subscribed before me, this _ _ _ ___day
Comoanv. 6650 Ramsev
Streal, Favattaville.
-
JUNE 2003
Cumberland Catrnty. The fa-
Of A.D.,
ci5ty dischmaos to the wa-
,
ters of the Cape Fear River
Bows' No. NCS000.3a9
In Testimony Whereof, I have hereunto set my hand and affixed my official seal,
DAK Rasing. LLC. P 0] Bost
the day '
1690. Favettaville. NC 7&302.
and aforesaid.
y year '
has anolied for a nerrnh to
-
ctisehwoe s:ormwater assoei-
-
ated with industrial activity
at Afacility located at OAK
Rasing, 3216 Cedar Cresk
-
Rood. Favettevrlle.
Cumberland County. The fa.
rafiry dischsrass to the wa.-
NO public
Notary
tars of the Cape Pear River
Basin. ;
Date: June S. 2003. 1
Alan Klimek PE,Director,.1„)
'
we
-77
N.C. Division
11Sy
DEL ��Q
day
coma of Water Quality
of ,
W8 a11917:
.
IL TO: NC DENR r
BUDGET OFFaC,
PO -"BOX 29535
RALEIGH, NC 27626
68776001

Am
.L ICY R11 V 2003 '
July 2, 2001
North Carolina Department of Environment and Natural Resourcesr-tiiil _.
Division of Water Quality
1617 Mail Service Center -
Raleigh, North Carolina 27699-1617
Attention: Bradley Bennett: -�
Reference: APPLICATON FOR STORMWATER DISCHARGE PERNIIT
DAK Resins, LLC
Cedar Creek Site
3216 Cedar Creek Road (PO Box 1690)
Fayetteville, Cumberland County, North Carolina 28301 (28302)
S&ME Project No. 1040-00-416C
Dear Mr. Bennett:
On behalf of DAK Resins, LLC (DAK), S&ME, Inc. (S&ME) submits this application
for a permit to discharge stormwater associated with an industrial activity from the
referenced facility. As part of this submittal, attached please find a signed copy of
USEPA Forms 1 and 2F. ri. 0
DuPont currently owns a 50-acr�facility on Cedar Creek Road which is permitted
(Stormwater Pen -nit No. NCS000056) to discharge stormwater to the Cape Fear River.
This site is currently occupied by two companies, DuPont Teijin Films and DuPont. The
DuPont plant is being sold to DAK Resins, LLC and includes the western —26 acres of
the property. DuPont Ujin Films (DTF), a joint venture corporation, will retain the
eastern 24 acres of the property. DTF is applying to modify and keep the existing permit.
This application addresses only the DAK permitting issues. The request to modify the
existing permit under current DuPont name to the DuPont Teijin Films name will be
submitted under separate cover.
AME, Inc. i Mailing address: (9191 872-2660
3 11B Spring Forest Road P.O. Box 58069 19191 790-9827 fox
i Raleigh, North Carolina 27616 1 Raleigh, North Carolina 27658-8069 www,smeins.cam

Application for Stormwater Discharge Permit S&ME Project No. 1040-00-416C
DAK Resins. LLC _ „ _ „ _ _... _ - July 2, 2001
DAK will manufacture the same product and use the same process that is currently
covered under the stormwater discharge permit for the entire facility. In addition, the
stormwater flow from the new facility will not be changed. As shown on the attached
figure, the stormwater from the process areas will continue to be directed to the
Monsanto Inc. WWTP and the stormwater from the non -process areas will continue to be
directed to the stormwater detention basin, which drains to the Cape Fear River Basin
from Outfall 003. Since the closing date for the sale is anticipated to be before July 31,
2001, it is requested that the permit become effective on August 1, 2001. Enclosed is a
$715.00 check for applicable fees.
We appreciate your review of this application. If you have any questions about this
application, please contact Mr. Iwerks with DuPont at [phone] or S&ME at (919)
872-2660.
Sincerely,
S&ME, Inc.
Dena Pittman, P.E. Edmund Woloszyn,
Environmental Engineer Manager, Technical Applications Dept.
Attachments
Oa

i
SUPPORTING DOCUMENTATION FOR FORM 2F
Item IV — Narrative Description of Pollutant Sources
B. Provide a narrative description of significant materials that are currently or in the past three years
have been treated, stored or disposed in a manner to allow exposure to storm water; method of
treatment, storage, or disposal; past and present materials management practices employed, in the last
three years, to minimize contact by these materials with storm water runoff, materials loading and
access areas; and the location, manner, and frequency in which pesticides, herbicides, soil
conditioners, and fertilizers are applied
No. 2 Fuel Oil is currently stored in one above ground storage tank (AST) at the
neighboring DuPont Teijin Films Plant and is piped to the M-12 Plant.
Pesticides, herbicides, soil conditioners, and fertilizers are applied to the landscaped
areas.
C For each outfall, provide the location and a description of existing structural and nonstructural
control measures .to reduce pollutants in storm water runoff'; and a description of the treatment the
storm water receives, including the schedule and type of maintenance for control and treatment
measures and the ultimate disposal of any solid or fluid wastes other than by discharge.
Outfall
Treatment
List Codes from
Number
Table 2F-1
Structural Controls
All of the process and storage areas are covered
NA
All of the process and storage units are contained
within concrete berms
NA
All water, including stormwater, spills, leaks, etc. from
the process and storage areas is piped to the
NA
pretreatment facility
3
Non -Structural Controls
A Spill Prevention Control and Countermeasures Plan
has been com leted for the facility
NA
All employees are trained on material handling
procedures upon assignment with refresher training
NA
occurring every three years.
Preventative maintenance and good housekeeping are
performed routinely.
NA

GENEPAL[V� AR
UtNtKAL 1Nr'UMMAI
ConaWide tad lisrrrlil: 1*oPrrn F
(Read the "General trurr7lrr? �+u' aerore steKt"r. ,
1. EPA LID. 1dUMB£R \
11t. SACiLITY AM
V. ACILITY
AI ING ADORESS
FACILITY
VI' LOCATION
GENCRAE INSTRUCTIONS ~_
If a prapnnted, local has beonsprovrded, atf
it in the designated spleen. Rof"aw, the Infort
atiOn <@refuliy; if any of it is incorrect, cro
through it and enter the Cort'ect dau in 10 .
appropriate fill-in asp below. Afao, if any • -
the preprintad data is absent'(Mg Slope go a
Haft Of tolsa label apaica lien Me Infonrarek _
out a'Itsuld 4100 lsrl. Clean provide It In tl -
PnXW fill-in area(s) below. It ttsa abet =
oornpiate and correct, you tread riot awr4>14
Items 1, 111, V, and VI iareepr VI-8 wok
must he c'pmplered raperdlewl. Complete t
items if no label has been provided. Refer —
the instructions for detailed kam desui—
tions and for the togal ai thorianions anal
which this date is cofleetod• .
11. POLLUTANT CHARACTEftISTICS
!N$XRUC710fVS: Complete A through ! to datrirmine whadw.you naedeto submit.ony. permit- application forml o the EPA lfyoy attswwr a'ya" to any •-
questions, you must submit this form and the sttppitmental form listed in the pusnsttesU f0towing thf tltiestion. dark "X" in'tWborin the third column
if the suppfemental form is Niched, if yov answer "no" to ftCh question, you need not submit any of these forma You may answer "no" if your activity
is excluded from permit requirements; we Sectlon C of the Irtstrurtions. See also. Section D of the instructions for defin;!ions of bold-faced tarmll,
sFEC+r'IC ou[STION; MARK -
A. is this facility a publicly awned treatment sroi
wfTlch results in a discharge to waters of the U 10
(FORM 2A)
Is tn.s a facrlety wnirn cu.renlly results in dis•Jbargea
to we""..af this ,U.S_ other'then thaw described ire
E. Ooes or will this facility treat, store, or dispose of
hazarAdurwastas? (FORM 3)
U. Ida you or wdl you Inject at this facility any produced
wale+ or other -fluids which era brought tottTe surface
in connection With Conventional oil or'nsluraf pas pro-
duction, inject fluids used for enhanced nnxmrY of
Q:I or natural gas, or inject fluids' for not°age of liquid
ll�drodrtians? (FORM 4)
Rovt l ;r^T y a pro0osed CMbow ry Scurve WhKh as
ens of the 28 industria0 categories listed in the in-
structions and which will potentially emit 100 tuns
per year of any air pollutant requited under the
Clean Air Act and - may affect ors be located in an
attainment weal WORM 51
III. NAME OF FACILITY
11 SKIP DAK Resins LLC
�tfll�aar���
I
I
taa�etat��ea
i
W7. fACltM ZON IFAOX
A. NAME A TIT6E i9ost, (iAt, tiffr)
Z Craig Liete S.H.E. ManUer
V.-FACILITY MAILING ADDRESS
A. STRKiT Oft P.O. BOX
P.O. Bog 1690
SPECIFIC QUESTIONS
•ae wa
•owe
S. Daes of will this facility (ai0er axrstinp or propasrdl
include a concentrtrted animal feedirq operation nr
equart animal pradm Wis facility which results in a
g
I
I
4rchar" to wratset of tits US.1 (FORM 213)
s this a proposed.sty o aw an owl arrr
1
(n A Or B elbow) will result In a dWOMWglt to
tivhlcfT,
X
wirtarf theLIAO IFORM 201
a.
Ia+
F. Do you or wilt you inim at this facility industrial or
1
municipal effluent below the lowtmwst stratum Con-
teining, within ono quarter mils oif the wail - bore.
x
underground sources of drinking water? (FORM 41
H. Do you or will you lnim st this facility fluids for spe-
cial processes such as mining of sulfur by the FnIsch
process,; solution miril(V of minerals. In situ conlbus-
tion of ,f6a11 fuel, or recoveryof geotherrtaal arter9y7
(FORM 4)
:+
a
+
a Ity a p WhWh Is
NOT one of the 28 industrW cot rims listed in the
instructions and which will potentially emit 250 tom
per year of any air pollutant regulated under the Clean
g
Air Act and -may affect or be loaned in an onainment
area? (FORM 51,
�.
a. PHO14C (area code i no,J
R CITY OR TOWN - C.fTA TC O. ZiP CQOE
1
Y �iea r��Ft•w��l l Y_ - 1 N(' I I �stini
VI. FACILITY LOCATION
A. STREET, ROUTE NO. OR CTMER SPECIFIC IDENTIFIER
5
EPA Form 3511)1 fRale. i"oI
a COUNTY NAME
i
�C- CITy OR, TOWN -W
r. _ - - rrlr.ruw�wiL
1-12
STATE: V. 2IP Coot
CONTINUE ON REVERSE

I, sit CODES fe-&g r. in order of orlonry!
• . �•.. �. FIwsT
a saCCMp
2 21 �1�stic Materials; Synthetic Resins 7
�'�"`If'
G. THIRD O. JrCURTM
Speafyl (Spec jyl
Vi1 OPERATOR INFORMATIO[f,
A. NAME I � Vr AarilR it.ad 6
e Item V1II.A aho "M
o,noer?
B AK Resins LLC YES 0 NO
C. srATus GF Or[RAT0R ;Ent[( the appropriate ltrtrrinto the a+uwe►boz: if "Other", :pacify-/
D. ■MONE to"a Code & no-1
• AL M -PUBLIC (other than federal0rtlare1
(Specify/
`
S - SCAT£ O OTHER (opec(ty)
WiP
k3_Lp
a PRIVATE
u- !
E- STREET OR ♦,e- @OX
a• ..
Ir- CITY OR TOWN
G-STAT M. ZOO' COOK
IX. INDIAN LAND
< 44 t.r I I I I Is the foctlity Iocetld on Indian lands?
B (] YES NO
ettevillp
92
•+ s r it •i d - •.
-
X.. EXISTING ENVIRONMENTAL PERMITS
A- rtrocs fDixharges to Surface ,W..otir) - O. rsb (.tb E`nriSsiant froth Aaposrd Saur[w! -. .,.
t
9 N 9 1 P
• .a t. n Il 11 • N
•. Q I c (Underinaynd In jecif on of FW 0,11
C. O T N E R 1(Speeifyl
i
tI I—C
•
4
rptdry!
9
Synthetic Minor —.Air Quality
•■
tl ,1 f• N
1!
Ai
1,
li
C. RCRA jHwarldous Wwrel)
it. QTNCR (Specify; '
e Y 1 C 1 1
- r�rir�l -
9 R 9
XL MAP
Attach to this application a topographic map of the area extending to at least one mile beyond property boundaries. The map must show
the outline of -the facility, the L location of each of its existing and proposed intake and discharge structures. each of its fmzardous waste
treatment, storage, or disposal. facilities, and each well where it ir*,cts fluids underground. 4ndiude all springs, rivers and (other surface
water bodies in the map area. See instructions for precise requirements.
X1I. NATURE OF BUSINESS (providna brief descripdon
The facility is.primarily engaged in the manufacture of polyester chips, which will be used
to produce various plastic items for industrial and/or consumer use.
XIIL CERTIFICATION Isle lnrauce.1
1 cxytify under penalty of law that 1 have personally examined and am familiar with the information submitted in this application and all
attachments and that, based on my inquiry of those persons imm+edia IY responsible for obtaining the Information contained in the
application, I believe that the information i= [rue, atrurate and camp k . J ware [ha[ [here ary significant penalties for submitting
false information, inchl ding the possibility of fine and imprisonment.
A NAM[ ! OFFICIAL TITLE /rvpe or print) ■. fIG V E C. PATE 71GNE0
Oscar Montemayer I
it-
Vice President
COMMENTS FOR OFFICIAL USE ONLY
C
N
EPA
Pnrllt 157tL1 in—. In and n_-_—_
1-13

Plimii"print or type in the unshaded areas only
EPA ID Number (coipy from ftm I of Form 1 j
r-orrn ApprovQd, s )ntlq No, Z04�O086
Approval expires 5:91 92
Form
2F
NP°ES
United States Environmental Protection Agency
Washington, DC 2D4W
Application for Permit To Discharge Stormwater Y
�� Discharges Associated with Industrial ActivitV
Paperwork Reduction Act Notice
Public reporting burden for this application is estimated to average 28-6 hours per application, including time for reviewing instructions,
searching existing data sources, gathering and maintaining the data needed, and completing and reviewing the Collection of information. Sent!
comments regarding the burden estimate, any other aspect of this collection of information, or suggestions for improving this form, including
suggestions which may Increase or reduce this burden to: Chief, information Policy Branch, PM-223, U.S. Environmental Protection Agency,
401 M St., SW, Washington, DC 20460. or Director, Office of information and Regulatory Affairs, Office of Management and Budget,
Washington, DC 20503.
1. Qutfall Localiotl
por each outlall list the latitude and long itude of its location to the nearest 15 seconds and the name of the receiving water.
A. Outfall Number
(list)
B. Latitude
C. Lo itude
p. Reoetvfng Water
name
IL Improvements
A Are you now required by any Federal, State, or local authority to meet any implementation schedule for the construction, upgrading or
operation of wastewater treatment equipment or practices or any other environmental programs which may affect the discharges
described in this application? This includes, but is not limited to, permit conditions, administrative or enforcement orders, enforcement
compliance schedule letters, stipulations, court orders, and grant or loan conditions.
1. identification of Conditions,
reements, Etc.
2. Affected Outfalls
3, Brief Description of Project
4. Final
Compliance Date
number
- source of discharge
a. r
b.
B. You may attach additional sheets describing any additioriat water pollution (or other environmental projects which may affect your
discharges) you now have under way or which you plan. 'Indicate whether each program is now under way or planned, and indicate your
actual or planned schedules for construction.
lit, Site Drdifla a Ma
Attach a site map showing topography (o( indicating the outline of drainage areas served by the outfall(s) covered in the application if a
topographic map is unavailable) depicting the facility including: each of its intake and discharge structures; the drainage area of each storm
water outfall; paved areas and buildings within the drainage area of each storm water outfall, each known past or present areas used for
outdoor storage or disposal of significant materials, each existing structural control measure to reduce pollutants In storm water runoff,
materials loading and access areas, areas where pesticides, herbicides, soil conditioners and fertilizers are applied; each of its hazardous
waste treatment, storage or disposal units (including each area not required to have a RCRA permit which is used for accumulating hazardous
waste under 40 CFR 262.34), each well where fluids from the facility are injected underground; springs, and other surface water bodies which
receive storm water discharges from the facildy.
EPA Form 3510-2F (11-90) Page 1 of 3 Continue on Page 2
2F-1

Continued from tine Front
s
each outfali, provide an estimate of the area (include units) of imperAous surfaces (including paved areas and. building roofs) drained
the outfall, and an estimate of the total sudaoe area drained by the outfatl.
For
Area of Impenrlous surface
Total Area {trained
Ou fall
Area of I nparvious Surface
Total Area Drained
205, 410SF
1,138, 725SF
---- -
B. Provide a narrative description of significant materials that are currently or in the past three years have been treated, stored or disposed in
a manner to allow exposure to storm water- method of treatment, storage, or disposal; past and present materials management practices
employed, in the last three years, to minimize contact by these materials with storm water runoff; materials loading and access areas, and
the location, manner, and frequency in which pesticides. herbicides, sail conditioners, and fertilizers are applied.
See the attached supporting documentation.
C. For each outfall, provide the location and a description of existing structural and nonstructural control measures to reduce pollutants in
storm water runoff; and a description of the treatment the storm water receives, ineiudi schedule and type of maintenance for control
d.it!: afflentMeAsUres and the uft' Malt Sjis2gsal of any solid 0 fluid wastes other the
schuge-
Qutfaft
list Codes from
See the attached supporting documentation
V. Nartstorrnwater Dise6r es
X t certify under penalty of law that the outiall(s) covered by this application have been tested or evaluated for the presence I
nonstorrnwater discharges, arcs! that all nonstormwater discharges om these outfall(s) are identified In either accompanying Form �C
an
ormli i } r h t +
Name and Official Title (type or pr7nr)
Signature
Date S/igned
Oscar Monemayer
v
1-445���
Vice President
I
H. Provide a description of the method used, the date of a e n, a e onshe drainage points that were directly observed during a test.
A visual.,,inspection of the pond /n//unt was performed during a period of dry
weather.
V1. Significant Leaks or S iris
Provide existing information regarding the history of significant leaks or spills of toxic or hazardous pollutants at the facility in the last three
years, including the approximate date and location of the spill or leak, and the type and amount of material released.
NONE
r-t'A Form 5510-2F (11-90) Page 2 of 3 Continue on Page 3
2F-2

Icrn.., owm@14"t 1G W87FXII ruurl1 ur 1-UNION r/
Continued from Page 2 '
&B.C. & 0. See Instructions before proceeding. Complete one set of tables for each outfall. Annotate tfte outfall nurtiber In the space provided.
Tables Vii VII-B and Vil-C are included on separate sheets numbered MI-1 and VII-2.
E: Potential discharges not covered by analysis - is any pollutant listed in Table 217-2 a substance or a component of a substance which you
currenty use or manufacture as an intermediate or final product of byproduct?
Yes list all such pqULftnts beiow No to section
Cobalt
k)011.
Biological ToxLclty Testing -Data
bo youve any knowledge or reason to believe that any biological test for acute or chronic toAcity.has been made ors any of your discharges or
ing water in relation to your discharge within the last 3 years?
Yes isf all suchpofl&wts below).No(gofoSoctlonpQ
-
IX. ContraiUnatysls Information
Were arty of fhe analyses reported in Item V performed by a contract laboratory or consulting Alan?
® Yes (llse fife name, address, and telephone number of, and pollutants � too (gob Section X)
ana
A Name
D. Address
C. Area Code & Phone No.
D. Pollutants Ana ed
ZEA
PO Box 12846
(419) 677�-0090
Oil and Grease
Research Triangle
bead: Total TSS
Park, NC 27M9
I certify under penalty of law that ibis document and all attachments were prepared under my direction or
supervision in accordance with a system designed to assure that qualified personnel properly gather and evaluate
the information submitted. Based on my inquiry of the person or persons who manage the system or those persons
directly responsible for gathering the information, the information submitted is, to the best of my knowledge and
belief, true, accurate, and complete. 1 am aware that there are significant penalties for submitting false information,
Including the possibility of fine and imprisonment for knowing violations.
A Name & Offidal'Title (type orprint)
13. Area Code and Phone No.
Oscar ontemayer
(877l) 432-2766
Vice Pkqstdent
LC.Signature ?
D. Date Signed
Ju% su�l
EPA Form 5 [l I-om Page 3 of 3
1�._ 2F-3

EPA ID Number (copy from Item I of Form r) ' """ •wproveo. UMB No. 2040.0066'
Apprt»ra) sxl�elas 5.3t-�
II: Dischar a inlorrmation (Continued trout Page 3 of Form 2F•
Part A - You must provide the results of at least one analysis for every pollutant in this table. Complete one table for each outfall. See
instructions for additional details.
Pollutant
and
CAS Number
(if available)
Maximum Values
(include Unds)
Average Values
Wnehrde units)
Number
of
Storm
Events
Sampled
Sources of Pollutants
Grab Sample
Taken During
First 30
Minutes
Flow-weightedTaken
Composite
Grab Sample
During
First 30
Minutes
Flow weigi�ted
Composite
104 and Grease
< .5mg/L
< 5mg/L
1
Outf all 1
Wogieal Oxygen
Demand (90051
Not Sam led
Chemical Oxygen
Demand (COD)
Not Sampled
Toter Suspended
Solids (TSS)
17mg/L
24 /L
1
Outfall 1
Total lgeldahf
Nitrogen
-Not Sampled
Nitrate plus
Nitrite Nitr en
22
Not Sampled
Total
Phosphorus
Not Sampled
PH Minimum Maximum Minimum Maximum
Pan 8 - last each pollutant that is limited in an effluent guideline which the facility is Subject to or any pollutant listed in the Iacdity s NPDE
permit for its process wastewater fil the faa6ry is,Operating under an existing NPDES permrtl Complete one table for each oullall•
Sit t+ additional
Pollutant
and
CAS Number
(if available)
Maximum Values
(include units)
Average Values i
(include units)
Number
of
Storm
Events
Sampled
Sources of Pollutants
Grab Sample
Taken During
First 30
Minutes
Flow weighted
Composite
Grab Sample
Taken During
First 30
Minutes .
Flow -weighted
Composite
Lead. tralL
C.
EPA Form 3510-2F (11-90) rage v"-I Continue on weverse
*Outfall 3 is representative of the stormwater from Outfall 1.

Part C - List each pollutant shown in Tables 2F 2. 2FA ad 2F4 that you know or have mason to relieve is present. See the instructions for
• addltional details and requirements. Complete one table for each ouffall.
Pollutant
and
CAS Number
(d available)
Maxiritum V"$
(11uds units
Average Values
units)
Number
of
Storm
Events
Sampled
-
Sources of Pollutants
Grab Sample
Taken During
Fast 30
Minutes
Fiow+eighted
Composite
Grab Sam I*
Taken During
First
Minutes
Flow -weighted
Composite
11" and Grea
a m L
5 L
1
Outfall 1*
Lead Total
iftg&
10u L
1
Outfall 1*
Part D - Provide data
for the storm events which resulted in the maximum values for the flow wet hted ocompmosite samgAe.
1.
Date of
Storm
Event
2.
Duration
of Storm
to minutes)
3.
Total rainfall
during storm event
nr Inches
C
Number of hours between
beginning of storm meas-
vred and end of previous
measurable rain event
5
Maximum fkm rate
during rain event
(gallons/minute or
specify units
6.
Total flow from
rain event
(gallorrs.or
units
Season
maple was
taken
form of
Precipitation
(rain/all,
snowmelt
1/24/
6 2M
0.21
96
1,056
285,120
winter
rainfall
9. Provide a description of the method of flow
measurement or estimate.
26.1 acres x 43,560 SF/acre x 0.21-in/ft x 7.4805 Gal/CF
148,832 Gal / 270 min.- 551 GPM
148,832
s r rt r *Outfalir 9" 8V03 is representative oiWe" stormwater from Outfall Wo. 001.

'7F r"'
I AIV.
to
XNNI�-
h
A
'19 'y.v
It .
C)
C14
ch iiw
ArY • A
6 A
'NI i7
A L
' jg-
ilcuy
V, A
IN
lid ' �� J�F {S �y t5,'1•,!"��_ �` •, �'•.Ja �� �Y�• r ��r`- S' �,
1',. 170.
z
"ON i, . . . . . . . .
<
u
_j
< _j
UNA
If,
V) x
z
v) 3:
ck
LLJ
uj
jll
_j
< __J
141
I't
-V 7777
S
J. A is
TT 7't .4;L
i '7'

i
! I' ,.w�+.... �� �' •.. _ ^.�` '-----------.r-----_---�__17
-- _J y J �
4 --------- \.
------------------
---------------
I L
LAE
- ---- ---- --- -_-------- -_
---
1
..- - - -•-r --•-� Ft -, ..-__ , 1 �w� 1 i y�r 1 w
- -- ` 1 .}:^�.rre -�r- -
T P • 1
'I,II►' -a-
PF
I=I - r l
DAK RESIN L..L,C - - --- -� i----f— -
PROPERTY �•, �--�' �DWL OFF)CEs
T i--
F•-:-:
---- - ---y--._.«=:4t
i}1 ;
i .: —mewls,. i ni• .'r'�—c=—rj-=-�i'��� „�`�'�-
i-" 'Ir�r,arr;} ;�•.;;li:.;ikc;: '''�---
It
-{, - t-
ai�rl I G? 91At01MC I i E '� IhYrW - ---- -�- '_,---~---
-II
1 -
I r-
•� a I� � I , -^--------------------------"___------af
MAIGE
SAW
a:FIN /
�•4 ___ __-_ � I --� ___-__-___ of -
` ISEMENT-
i g� , OIJiFAIL ' _ _ 's Cyr��'-_ G::,3 rE`e0':c'•,
a ,
°""
E ;
t
. 4-4�y^v�� l-r'� ���`� ' • i
-------------
LEGEND. r
_ 57ORMWAIER I.l,vE
CHEMCAE SEWER
IAIPOVNDING SEWER
DUPONT TEIJIN FILMS
PROPERTY
120
GRAPHIC SCALE IN FEET
SITE MAP
DAK RESINS, LLC
FAYETfEVILLE, NORTH CAROLINA
MAERN.EGH BRANCH
3118 SPRING FOREST ROAD
P.O. BOK 58D89
RALEIGH. N.C. 27OW-SM
X: (91 Q 790--9827
ENVIRQNMEN7AL SERVICES
ENGINE:rMINC , 'TS'nNG
SCALE: 1 " = 120' DRAWN BY: GLD CHECKED EY: MRE
JOB NO. 1040-01-416C DATE: JUNE 2001 FlGURE 2

■ DIVISION OF WATER QUALITY
FAYETTEVILLE REGIONAL OFFICE
July 16, 2002
MEMORANDUM
TO: Tom Reeder, Supervisor
Classification & Standards Unit
FROM: Paul Rawls, Water Quality Regional Supervisor f�C.,
:
Fayetteville Regional Office
SUBJECT: Discharge of Groundwater containing 1,.4-Dioxane into
the Cape Fear River
Dupont Teijin Films and DAK Americas
Cedar Creek Facility
Cumberland County
Please find attached a Groundwater Assessment Report forwarded to me by Art
Barnhardt, Groundwater Regional Supervisor, Fayetteville Regional Office, on July 2, 2002.
The report, in part, states that groundwater exiting the bank of the Cape Fear River at the
subject site contains 1,4-Dioxane and is ciurently entering the River.
I am forwarding this information to you requesting that it be reviewed to determined if
the concentrations and volumes of this compound pose any threat to the Cape Fear River or
intended uses.
Please be aware that this is not the first such compound discovered to be exiting this site
and that there is a Superfund site at this location.
Dianne Reid is familiar with the site and may be able to direct you to historical
information contained in DWQ files.
Thank you for your assistance in this matter.
Attachment

STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL
DIVISION OF WATER QUALITY
PERMIT
TO DISCHARGE STORMWATER UNDER THE
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
In compliance with the provisions of North C,
standards and regulations promulgated and ad
Management Commission, and the Federal W
is hereby authorized to discharge
t- VD
NCS000399
� 143-215.1, other lawful
rolina Environmental
Act, as amended,
facility located at
Creek Road
,ille, NC
nd County
to receiving waters desi fi �he Cape Fear River, a class C stream, in the Cape Fear River
Basin in accordance with the discharge limitations, monitoring requirements, and other
conditions set forth in Parts I, II, III, IV, V and VI hereof.
This permit shall become effective September 1, 2003.
This permit and the authorization to discharge shall expire at midnight on August 31, 2008.
Signed this day August 15, 2003.
(All dates are only tentative until the permit is issued)
for Alan W. Klimek, P.E., Director
Division of Water Quality
By the Authority of the Environmental Management Commission
2003

Permit No. NCS0003389
TABLE OF CONTENTS
PART I INTRODUCTION
Section A: Individual Permit Coverage
Section B: Permitted Activities
Section C: Location Map
PART II MONITORING, CONTROLS, AND LIMITATIONS FOR PERMITTED
DISCHARGES
Section A:
Stormwater Pollution Prevention Plan
Section B:
Analytical Monitoring Requirements
Section C:
Qualitative Monitoring Requirements
Section D:
On -Site Vehicle Maintenance Monitoring Requirements
PART III STANDARD CONDITIONS
Section A: Compliance
and Liability
1.
Compliance Schedule
2.
Duty to Comply
3.
Duty to Mitigate
4.
Civil and Criminal Liability
5.
Oil and Hazardous Substance Liability
6.
Property Rights
7_
Severability
8.
Duty to Provide Information
9.
Penalties for Tampering
10.
Penalties for Falsification of Reports
Section B: General Conditions
1. Individual Permit Expiration
2. Transfers
r

Permit No. NCS000389
3. Signatory Requirements
4. Individual Permit Modification, Revocation and Reissuance, or
Termination
5. Permit Actions
Section C: Operation and Maintenance of Pollution Controls
1 _ Proper Operation and Maintenance
2. Need to Halt or Reduce Not a Defense
3. Bypassing of Stormwater Control Facilities
Section D: Monitoring and Records
1_
Representative Sampling
2.
Recording Results
3.
Flow Measurements
4.
Test Procedures
5.
Representative Outfall
6.
Records Retention
7.
Inspection and Entry
Section E: Reporting Requirements
1.
Discharge Monitoring Reports
2.
Submitting Reports
3.
Availabitity of Reports
4.
Nan-Stormwater Discharges
5.
Planned Changes
6.
Anticipated Noncompliance
7.
Bypass
8.
Twenty-four Hour Reporting
9.
Other Noncompliance
10.
Other Information
PART IV LIMITATIONS REOPENER
PART V ADMINISTERING AND COMPLIANCE MONITORING FEE
REQUIREMENTS
PART VI DEFINMONS

Permit No. NCSOOOL389
PART I INTRODUCTION
SECTION A: INDIVIDUAL PERMIT COVERAGE
During the period beginning on the effective date of the permit and lasting until expiration, the
permittee is authorized to discharge stormwater associated with industrial activity. Such
discharges shall be controlled, limited and monitored as specified in this permit.
SECTION B: PERMITTED ACTIVITIES
Until this permit expires or is modified or revoked, the permittee is authorized to discharge
stormwater to the surface waters of North Carolina or separate storm sewer system which has
been adequately treated and managed in accordance with the terms and conditions of this
individual permit. All discharges shall be in accordance with the conditions of this permit.
Any other point source discharge to surface waters of the state is prohibited unless it is an
allowable non-stormwater discharge or is covered by another permit, authorization or approval.
This permit does not relieve the permittee from responsibility for compliance with any other
applicable federal, state, or local law, rule, standard, ordinance, order, judgment, or decree.
Part I Page 1 of 2

-4 .
1h
M Q :�� a f'� H �� 'Vd� '( J: r r I ! ���Ti � �� � �r• ' �q 22
"Ilk
1"Mm" K
1� -WA,
RIO f-�
i POP
L1911 U
V1
rh
IV F97friWAYINAMN CAN
M
WIN
MW
rvt
A
. .............
M(
m !
0

Permit No. NCS000389
PART II MONITORING, CONTROLS, AND LIMITATIONS FOR
PERMITTED DISCHARGES
SECTION A: STORMWATER POLLUTION PREVENTION PLAN
The permittee shall develop a Stormwater Pollution Prevention Plan, herein after referred to as
the Plan. This Plan shall be considered public information in accordance with Part III, Standard
Conditions, Section E, Paragraph 3 of this individual permit. The Plan shall include, at a
minimum, the following items:
1. Site Plan. The site plan shall provide a description of the physical facility and the
potential pollutant sources which may be expected to contribute to contamination of
stormwater discharges. The site plan shall contain the following:
(a) A general location map (USGS quadrangle map or appropriately drafted
equivalent map), showing the facility's location in relation to transportation
routes and surface waters, the name of the receiving water(s) to which the
stormwater outfall(s) discharges, or if the discharge is to a municipal separate
storm sewer system, the name of the municipality and the ultimate receiving
waters; and accurate latitude and longitude of the point(s) of discharge.
(b) A narrative description of storage practices, loading and unloading activities,
outdoor process areas, dust or particulate generating or control processes, and
waste disposal practices.
(c) A site map drawn to scale with the distance legend indicating location of
industrial activities (including storage of materials, disposal areas, process areas
and loading and unloading areas), drainage structures, drainage areas for each
outfall and activities occurring in the drainage area, building locations, existing
BMPs and impervious surfaces, and the percentage of each drainage area that is
impervious. For each outfall, a narrative description of the potential pollutants
which could be expected to be present in the stormwater discharge.
(d) A list of significant spills or leaks of pollutants that have occurred at the facility
during the 3 previous years and any corrective actions taken to mitigate spill
impacts.
(e) Certification that the stormwater outfalls have been evaluated for the presence of
non-stormwater discharges. The certification statement will be signed in
accordance with the requirements found in Part M, Standard Conditions, Section
B, Paragraph 3.
2. Stormwater Management Plan. The stormwater management plan shall contain a
narrative description of the materials management practices employed which control or
minimize the exposure of significant materials to stormwater, including structural and
nonstructural measures. The stormwater management plan, at a minimum, shall
incorporate the following:
Part Il Page 1 of 6

Permit No. NCS000389
(a) Feasibility Study. A review of the technical and economic feasibility of changing
the methods of operations and/or storage practices to eliminate or reduce exposure
of materials and processes to stormwater. Wherever practical, the permittee shall
prevent exposure of all storage areas, material handling operations,'and
manufacturing or fueling operations. In areas where elimination of exposure is
not practical, the stormwater management plan shall document the feasibility of
diverting the stormwater runoff away from areas of potential contamination.
(b) Secondary Containment Schedule. A schedule to provide secondary containment
for bulk storage of liquid materials, storage of Section 313 of Title III of the
Superfund Amendments and Reauthorization Act (SARA) water priority
chemicals, or storage of hazardous substances to prevent leaks and spills from
contaminating stormwater runoff. If the secondary containment devices are
connected directly to stormwater conveyance systems, the connection shall be
controlled by manually activated valves or other similar devices [which shall be
secured with a locking mechanism] and any stormwater that accumulates in the
containment area shall be at a minimum visually observed for color, foam, outfall
staining, visible sheens and dry weather flow, prior to release of the accumulated
stormwater. Accumulated stormwater shall be released if found to be
uncontaminated by the material stored within the containment area. Records
documenting the individual making the observation, the description of the
accumulated stormwater and the date and time of the release shall be kept for a
period of five years.
(c) BUT Summary. A narrative description shall be provided of.Best Management
Practices (BMPs) to be considered such as, but not limited to, oil and grease
separation, debris control, vegetative filter strips, infiltration and stormwater
detention or retention, where necessary. The need for structural BMPs shall be
based on the assessment of potential of sources to contribute significant quantities
of pollutants to stormwater discharges and data collected through monitoring of
stormwater discharges.
3. Spill Prevention and Response Plan. The Spill Prevention and Response Plan (SPRP)
shall incorporate an assessment of potential pollutant sources based on a materials
inventory of the facility. Facility personnel (or team) responsible for implementing the
SPRP shall be identified. A responsible person shall be on -site at all times during facility
operations that have the potential to contaminate stormwater runoff through spills or
exposure of materials associated with the facility operations. The SPRP must be site
stormwater specific. Therefore, a SPCC plan may be a component of the SPRP, but may
not be sufficient to completely address the stormwater aspects of the SPRP. The common
elements of the SPCC with the SPRP may be incorporated by reference into the SPRP.
4. Preventative Maintenance and Good Housekeeping Program. A preventative
maintenance program shall be developed. The program shall document schedules of
inspections and maintenance activities of stormwater control systems, plant equipment
and systems. Inspection of material handling areas and regular cleaning schedules of
these areas shall be incorporated into the program.
Part H Page 2 of 6

Permit No. NCS000389
5. Employee Training. Training schedules shall be developed and training provided at a
minimum on an annual basis on proper spill response and cleanup procedures and
preventative maintenance activities for all personnel involved in any of the facility's
operations that have the potential to contaminate stormwater runoff. Facility personnel
(or team) responsible for implementing the training shall be identified.
6. Responsible Party. The Stormwater Pollution Prevention Plan shall identify a specific
position(s) responsible for the overall coordination, development, implementation, and
revision to the Plan. Responsibilities for all components of the Plan shall be documented
and position assignments provided.
7. Plan Amendment. The permittee shall amend the Plan whenever there is a change in
design, construction, operation, or maintenance which has a significant effect on the
potential for the discharge of pollutants to surface waters. The Stormwater Pollution
Prevention Plan shall be reviewed and updated on an annual basis.
The Director may notify the permittee when the Plan does not meet one or more of the
minimum requirements of the permit_ Within 30 days of such notice, the permittee shall
submit a time schedule to the Director for modifying the Plan to meet minimum
requirements. The permittee shall provide certification in writing (in accordance with
Part III, Standard Conditions, Section B, Paragraph 3) to the Director that the changes
have been made.
8. Facility Inspection Program. Facilities are required to inspect all stormwater systems on
at least a semiannual schedule, once in the fall (September -November) and once in the
spring (April - June). The inspection and any subsequent maintenance activities
performed shall be documented, recording date and time of inspection, individual(s)
making the inspection and a narrative description of the facility's stormwater control
systems, plant equipment and systems. Records of these inspections shall be
incorporated into the Stormwater Pollution Prevention Plan.
Stormwater discharge characteristic monitoring as required in Part II of this permit shall
be performed in addition to facility inspections.
9. Implementation. The permittee shall document all monitoring, measurements,
inspections and maintenance activities and training provided to employees, including the
log of the sampling data and of activities taken to implement BMPs associated with the
industrial activities, including vehicle maintenance activities. Such documentation shall
be kept on -site for a period of five years and made available to the Director or his
authorized representative immediately upon request.
Part II Page 3 of 6

Permit No. NCS000389
SECTION B: ANALYTICAL MONITORING REQUIREMENTS
During the period beginning on the effective date of the permit and lasting until expiration, the
permittee is authorized to discharge stormwater subject to the provisions of this permit.
Analytical monitoring of stormwater discharges shall be performed as specified below in Table
1.
All analytical monitoring shall be performed during a representative storm event. The required
monitoring will result in a minimum of 7 analytical samplings being conducted over the term of
the permit at each stormwater discharge outfall (SDO). The permittee shall complete the
minimum 7 analytical samplings in accordance with the schedule specified below in Table 2.
Table 1. Analytical Monitoring Requirements
- DrscYtarge
M.N.'N.'am-
Ch a terast a'tS_
WIM
N- Z
"Me suremen'req cyt
S mple
e2Lo_c_atio:
ampi�
COD
mg/l
Annually year 1, 2, 3
Quarterly year 4
Grab
SDO
Total Rainfall4
inches
Annually year 1, 2, 3
Quarterly year 4
_
Event Duration4
minutes
Annually year 1, 2, 3
__Oparterly year 4
-
Total Flow4
MG
Annually year 1, 2, 3
Quarterly year 4
_
SDO
Foote tes:
1 Measurement Frequency: Once per year during years 1, 2, and 3 of the permit term. Each quarter during the Oar
year of the permit term. A year is defined as the 12 month period beginning on the month and day of issuance of
the Permit. See Table 2 for schedule of monitoring periods.
2 If the stormwater runoff is controlled by a stormwater detention pond, a grab sample of the discharge from the
pond shall be collected within the fast 30 minutes of discharge. If the detention pond discharges only in response
to a storm event exceeding a ten year design storm, then no analytical monitoring is required and only qualitative
monitoring shall be performed.
3 Sample Location: Samples shall be collected at each stormwater discharge outfall (SDO) unless representative
outfall status has been granted.
4 For each sampled representative storm event the total precipitation, storm duration, and total flow must be
monitored. Total flow shall be either; (a) measured continuously, (b) calculated based on the amount of area
draining to the outfall, the amount of built -upon (impervious) area, and the total amount of rainfall, or (c)
estimated by the measurement of flow at 20 minute intervals during the rainfall event.
Part II Page 4 of 6

Permit No. NCSOD0389
Table 2 Monitoring schedule
IVlonxtott enod� -
a Sam" �le1Number�
StartEnd:
..__ t`.s
_ _ -._
Year I
1
September 1, 2003
August 31, 2004
Year 2
2
September 1, 2004
August 31, 2005
Year 3
3
September 1, 2005
August 31, 2006
Year 4 - I" quarter
4
September 1, 2006
November 30, 2006
Year 4 - 2 d quarter
5
December 1, 2006
February 28, 2007
Year 4 - Td quarter
6
March 1, 2007
May 31, 2007
Year 4 - 4h quarter
7
June 1, 2007
August 31, 2007
SECTION C. QUALITATIVE MONITORING REQUIREMENTS
Qualitative monitoring requires a visual inspection of each stormwater outfall regardless of
representative outfall status and shall be performed as specified below in Table 3. Qualitative
monitoring is for the purpose of evaluating the effectiveness of the Stormwater Pollution
Prevention Plan (SPPP) and assessing new sources of stormwater pollution. No analytical tests
are required. Qualitative monitoring of stormwater outfalls does not need to be performed during
a representative storm event.
In the event an atypical condition is noted at a stormwater discharge outfall, the Permittee shall
document the suspected cause of the condition and any actions taken in response to the
discovery. This documentation will be maintained with the Stormwater Pollution Prevention
Plan.
All qualitative monitoring will be performed twice per year, once in the spring (April - June) and
once in the fall (September - November).
Table 3. Qualitative Monitoring Requirements
I),schr e3e3 6
g Gharac>ler�hcs
--
a�
at�a
FrequecYMtorn
Y
Color
Semi -Annual
SDO
Odor
Semi -Annual
SDO
Clarity
Semi -Annual
SDO
Floating Solids
Semi -Annual
SDO
Suspended Solids
Senn -Annual
SDO
Foam
Semi -Annual
SDO
Oil Sheen
Semi -Annual
SDO
Other obvious indicators
of stormwater pollution
Semi -Annual
SDO
Footnotes:
1 Monitoring Location: Qualitative monitoring shall be performed at each stormwater discharge outfall (SDO)
regardless of representative outfall status.
Part 11 Page 5 of 6

Permit No. NCS000389
SECTION D: ON -SITE VEHICLE MAINTENANCE MONITORING REQUIREMENTS
Facilities which have any vehicle maintenance activity occurring on -site which uses more than
SS gallons of new motor oil per month when averaged over the calendar year shall perform
analytical monitoring as specified below in Table 4. This monitoring shall be performed at all
outfalls which discharge stormwater runoff from vehicle maintenance areas.
All analytical monitoring shall be performed during a representative storm event. The required
monitoring will result in a minimum of 7 analytical samplings being conducted over the term of
the permit at each stormwater discharge outfall (SDO) which discharges stormwater runoff from
vehicle maintenance areas. The permittee shall complete the minimum 7 analytical samplings in
accordance with the schedule specified in Table 2 (Part II, Section B).
Table 4, Analytical Monitoring Requirements for On -Site Vehicle Maintenance
Discharge ChMaerishcs
I-Mi- Unrts _'
Measurements
Sample
�Sa nple
Frequency,_
e'
I_:o_ cations
H
_
pH
standard
Annually year 1, 2, 3
Grab
SDO
Quarterly year 4
Oil and Grease
mg/1
Annually year 1, 2, 3
Grab
SDO
Quarterly year 4
Total Suspended Solids
mg/1
Annually year 1, 2, 3
Grab
SDO
Quarterly year 4
New Motor Oil Usage
gallons/month
3 2 1 Annually year , ,
Estimate
-
Quarterly year 4
Total Flow4
MG
Annually year 1, 2. 3
Grab
SDO
Quarterly year 4
Footnotes:
1 Measurement Frequency: Once per.year during years 1, 2, and 3 of the permit term. Each quarter during the 0
year of the permit term. A year is defined as the 12 month period beginning on the month and day of issuance of
the Permit_ See Table 2 for schedule of monitoring periods.
2 If the stormwater runoff is controlled by a stormwater detention pond, a grab sample of the discharge from the
pond shall be collected within the first 30 minutes of discharge. If the detention pond discharges only in response
to a storm event exceeding a ten year design storm, then no analytical monitoring is required and only qualitative
monitoring shall be performed.
3 Sample Location: Samples shall be collected at each stormwater discharge outfall (SDO) that discharges
stormwater runoff from area(s) where vehicle maintenance activities occur.
4 Total flow shall be; (a) measured continuously, (b) calculated based on the amount of area draining to the outfall,
the amount of built -upon (impervious) area, and the total amount of rainfall, or (c) estimated by the measurement
of flow at 20 minute intervals during the rainfall event. Total precipitation and duration of the rainfall event
measured shall result from the sampled representative storm event.
Part H Page 6 of 6

Permit No. NCS000389
PART III STANDARD CONDITIONS FOR NPDES STORMWATER INDIVIDUAL PERMITS
SECTION A: COMPLIANCE AND LIABILITY
Compliance Schedule
The permittee shall comply with Limitations and Controls specified for stormwater discharges in
accordance with the following schedule:
Existing Facilities: The Stormwater Pollution Prevention Plan shall be developed and implemented within
12 months of the effective date of the initial permit and updated thereafter on an annual basis. Secondary
containment, as specified in Part II, Section A, Paragraph 2(b) of this permit, shall be accomplished within
12 months of the effective date of the initial permit issuance.
Proposed Facilities: The Stormwater Pollution Prevention Plan shall be developed and implemented prior to
the beginning of discharges from the operation of the industrial activity and be updated thereafter on an
annual basis. Secondary containment, as specified in Part H, Section A, Paragraph 2(b) of this permit shall
be accomplished prior to the beginning of discharges from the operation of the industrial activity.
Duty to Compl
The permittee must comply with all conditions of this individual permit. Any permit noncompliance
constitutes a violation of the Clean Water Act and is grounds for enforcement action; for permit
termination, revocation and reissuance, or modification; or denial of a permit upon renewal application.
a. The permittee shall comply with standards or prohibitions established under section 307(a) of the
Clean Water Act for toxic pollutants within the time provided in the regulations that establish these
standards or prohibitions, even if the permit has not yet been modified to incorporate the
requirement.
b. The Clean Water Act provides that any person who violates a permit condition is subject to a civil
penalty not to exceed $27,500 per day for each violation. Any person who negligently violates any
permit condition is subject to criminal penalties of $2,500 to $25,000 per day of violation, or
imprisonment for not more than 1 year, or both. Any person who knowingly violates permit
conditions is subject to criminal penalties of $5,000 to $50,000 per day of violation, or
imprisonment for not more than 3 years, or both. Also, any person who violates a permit condition
may be assessed an administrative penalty not to exceed $11,000 per violation with the maximum
amount not to exceed $137,500. [Ref: Section 309 of the Federal Act 33 USC 1319 and 40 CFR
122.41(a).]
Under state law, a daily civil penalty of not more than twenty-five thousand dollars ($25,000) per
violation may be assessed against any person who violates or fails to act in accordance with the
terms, conditions, or requirements of a permit. [Ref: North Carolina General Statutes 143-
215.6A]
d. Any person may be assessed an administrative penalty by the Director for violating section 301,
302, 306, 307, 308, 318, or 405 of the Act, or any permit condition or limitation implementing any
of such sections in a permit issued under section 402 of the Act. Administrative penalties for Class
I violations are not to exceed $11,000 per violation, with the maximum amount of any Class I
penalty assessed not to exceed $27,500. Penalties for Class II violations are not to exceed $11,000
per day for each day during which the violation continues, with the maximum amount of any Class
11 penalty not to exceed $137,500.
Part III Page 1 of 8 Pages

Permit No. NCS000389
Duty to Mitieate
The permittee shall take all reasonable steps to minimize or prevent any discharge in violation of this
individual permit which has a reasonable likelihood of adversely affecting human health or the environment.
Civil and Criminal Liability
Except as provided in Part M, Section C of this permit regarding bypassing of stormwater control facilities,
nothing in this individual permit shall be construed to relieve the permittee from any responsibilities,
liabilities, or penalties for noncompliance pursuant to NCGS 143-215.3,143-215.6A, 143-215.6B, 143-
215.6C or Section 309 of the Federal Act, 33 USC 1319. Furthermore, the permittee is responsible for
consequential damages, such as fish kills, even though the responsibility for effective compliance may be
temporarily suspended.
5. Oil and Hazardous Substance_ Liability
Nothing in this individual permit shall be construed to preclude the institution of any legal action or relieve
the permittee from any responsibilities, liabilities, or penalties to which the permittee is or may be subject to
under NCGS 143-215.75 et seq. or Section 311 of the Federal Act, 33 USC 1321.
6. Propert +LRights
The issuance of this individual permit does not convey any property rights in either real or personal
property, or any exclusive privileges, nor does it authorize any injury to private property or any invasion of
personal rights, nor any infringement of Federal, State or local laws or regulations.
7. Severability
The provisions of this individual permit are severable, and if any provision of this individual permit, or the
application of any provision of this individual permit to any circumstances, is held invalid, the application
of such provision to other circumstances, and the remainder of this individual permit, shall not be affected
thereby.
8. Duty to Provide Information
The pernnittee shall furnish to the Director, within a reasonable time, any information which the Director
may request to determine whether cause exists for modifying, revoking and reissuing, or terminating the
permit issued pursuant to this individual permit or to determine compliance with this individual permit. The
permittee shall also furnish to the Director upon request, copies of records required to be kept by this
individual permit.
9. Penalties for Tamperin
The Clean Water Act provides that any person who falsifies, tampers with, or knowingly renders inaccurate,
any monitoring device or method required to be maintained under this individual permit shall, upon
conviction, be punished by a fine of not more than $10,000 per violation, or by imprisonment for not more
than two years per violation, or by both. If a conviction of a person is for a violation committed after a first
conviction of such person under this paragraph, punishment is a fine of not more that $20,000 per day of
violation, or by imprisonment of not more than 4 years, or both.
10. Penalties for Falsification of Re its
The Clean Water Act provides that any person who knowingly snakes any false statement, representation, or
certification in any record or other document submitted or required to be maintained under this individual
Part III Page 2 of 9 Pages

Permit No. NCS000369
permit, including monitoring reports or reports of compliance or noncompliance shall, upon conviction, be
punished by a fine of not more than $10,000 per violation, or by imprisonment for not more than two years
per violation, or by both.
SECTION B: GENERAL CONDITIONS
Individual Permit Expiration
The permittee is not authorized to discharge after the expiration date. In order to receive automatic
authorization to discharge beyond the expiration date, the permittee shall submit forms and fees as are
required by the agency authorized to issue permits no later than 180 days prior to the expiration date. Any
permittee that has not requested renewal at least I80 days prior to expiration, or any permittee that does not
have a permit after the expiration and has not requested renewal at least 180 days prior to expiration, will be
subjected to enforcement procedures as provided in NCGS §143-2I53.6 and 33 USC 1251 et. seq.
2. Transfers
This permit is not transferable to any person except after notice to and approval by the Director. The
Director may require modification or revocation and reissuance of the permit to change the name and
incorporate such other requirements as may be necessary under the Clean Water Act. Permittee is required
to notify the Division in writing in the event the permitted facility is sold or closed.
3. SignatM Reguirements
All applications, reports, or information submitted to the Director shall be signed and certified.
a. All applications to be covered under this individual permit shall be signed as follows:
(1) For a corporation: by a responsible corporate officer. For the purpose of this Section, a
responsible corporate officer means: (a) a president, secretary, treasurer or vice president
of the corporation in charge of a principal business function, or any other person who
performs similar policy or decision making functions for the corporation, or (b) the
manager of one or more manufacturing production or operating facilities employing more
than 250 persons or having gross annual sales or expenditures exceeding 25 million (in
second quarter 1980 dollars), if authority to sign documents has been assigned or
delegated to the manager in accordance with corporate procedures.
(2) For a partnership or sole proprietorship: by a general partner or the proprietor,
respectively; or
(3) For a municipality, State, Federal, or other public agency: by either a principal executive
officer or ranking elected official.
b. All reports required by the individual permit and other information requested by the Director shall
be signed by a person described above or by a duly authorized representative of that person. A
person is a duly authorized representative only if:
(1) The authorization is made in writing by a person described above;
(2) The authorization specified either an individual or a position having responsibility for the
overall operation of the regulated facility or activity, such as the position of plant
manager, operator of a well or well field, superintendent, a position of equivalent
responsibility, or an individual or position having overall responsibility for environmental
Part III Page 3 of 8 Pages

Permit No. NCS000389
matters for the company. (A duly authorized representative may thus be either a named
individual or any individual occupying a named position.); and
(3) The written authorization is submitted to the Director-
C
. Any person signing a document under paragraphs a. or b. of this section shall make the following
certification:
"I certify, under penalty of law, that this document and all attachments were prepared under my
direction or supervision in accordance with a system designed to assure that qualified personnel
properly gather and evaluate the information submitted. Based on my inquiry of the person or
persons who manage the system, or those persons directly responsible for gathering the
information, the information submitted is, to the best of my knowledge and belief, true, accurate,
and complete. I am aware that there are significant penalties for submitting false information,
including the possibility of fines and imprisonment for knowing violations."
Individual Permit Modification, Revocation and Reissuance, or Termination
The issuance of this individual permit does not prohibit the Director from reopening and modifying the
individual permit, revoking and reissuing the individual permit, or terminating the individual permit as
allowed by the laws, rules, and regulations contained in Title 40, Code of Federal Regulations, Parts 122
and 123; Title 15A of the North Carolina Administrative Code, Subchapter 2H .0100; and North Carolina
General Statute 143-215.1 et. al.
Permit Actions
The permit may be modified, revoked and reissued, or terminated for cause. The notification of planned
changes or anticipated noncompliance does not stay any individual permit condition.
SECTION C: OPERATION AND MAINTENANCE OF POLLUTION CONTROLS
1. Proper Operation and Maintenance
The permittee shall at all times properly operate and maintain all facilities and systems of treatment and
control (and related appurtenances) which are installed or used by the permittee to achieve compliance with
the conditions of this individual permit. Proper operation and maintenance also includes adequate
laboratory controls and appropriate quality assurance procedures. This provision requires the operation of
back-up or auxiliary facilities or similar systems which are installed by a permittee only when the operation
is necessary to achieve compliance with the conditions of this individual permit.
2. Need to Halt or Reduce Not a Defense
It shall not be a defense for a permittee in an enforcement action that it would have been necessary to halt or
reduce the permitted activity in order to maintain compliance with the condition of this individual permit.
3. Bypassingaf Stormwater Control Facilities
Bypass is prohibited and the Director may take enforcement action against a permittee for bypass unless:
a. Bypass was unavoidable to prevent loss of life, personal injury or severe property damage; and
There were no feasible alternatives to the bypass, such as the use of auxiliary control facilities,
retention of stormwater or maintenance during normal periods of equipment downtime or dry
Part III Page 4 of 8 Pages

Permit No. NCS000359
weather. This condition is not satisfied if adequate backup controls should have been installed in
the exercise of reasonable engineering judgment to prevent a bypass which occurred during normal
periods of equipment downtime or preventive maintenance; and
C. The permittee submitted notices as required under, Part III, Section E of this permit.
If the Director determines that it will meet the three conditions listed above, the Director may approve an
anticipated bypass after considering its adverse effects.
SECTION D: MONITORING AND RECORDS
Representative Sampling
Samples collected and measurements taken, as required herein, shall be characteristic of the volume and
nature of the permitted discharge. Analytical sampling shall be performed during a representative storm
event. Samples shall be taken on a day and time that is characteristic of the discharge. All samples shall be
taken before the discharge joins or is diluted by any other waste stream, body of water, or substance.
Monitoring points as specified in this permit shall not be changed without notification to and approval of
the Director.
2. Recording Results
For each measurement, sample, inspection or maintenance activity performed or collected pursuant to the
requirements of this individual permit, the permittee shall record the following information:
a. The date, exact place, and time of sampling, measurements, inspection or maintenance activity;
b. The individual(s) who performed the sampling, measurements, inspection or maintenance activity;
C. The date(s) analyses were performed;
d. The individual(s) who performed the analyses;
e. The analytical techniques or methods used; and
f. The results of such analyses.
Flow Measurements
Where required, appropriate flow measurement devices and methods consistent with accepted scientific
practices shall be selected and used to ensure the accuracy and reliability of measurements of the volume of
monitored discharges.
4. Test Procedures
Test procedures for the analysis of pollutants shall conform to the EMC regulations published pursuant to
NCGS 143-215.63 et. seq, the Water and Air Quality Reporting Acts, and to regulations published pursuant
to Section 304(g), 33 USC 1314, of the Federal Water Pollution Control Act, as Amended, and Regulation
40 CFR 136.
To meet the intent of the monitoring required by this individual permit, all test procedures must produce
minimum detection and reporting levels and all data generated must be reported down to the minimum
detection or lower reporting level of the procedure.
Part III Page 5 of 8 Pages

Permit No. NCS000389
Representative Outfall
If a facility has multiple discharge locations with substantially identical stormwater discharges that are
required to be sampled, the permittee may petition the Director for representative outfall status. If it is
established that the stortnwater discharges are substantially identical and the permittee is granted
representative outfall status, then sampling requirements may be performed at a reduced number of outfalls.
Records Retention
Visual monitoring shall be documented and records maintained at the facility along with the Stormwater
Pollution Prevention Plan. Copies of analytical monitoring results shall also be maintained on -site. The
permittee shall retain records of all monitoring information, including all calibration and maintenance
records and all original strip chart recordings for continuous monitoring instrumentation, and copies of all
reports required by this individual permit for a period of at least 5 years from the date of the sample,
measurement, report or application. This period may be extended by request of the Director at any time.
Inspgction and Engy
The permittee shall allow the Director, or an authorized representative (including an authorized contractor
acting as a representative of the Director), or in the case of a facility which discharges through a municipal
separate storm sewer system, an authorized representative of a municipal operator or the separate storm
sewer system receiving the discharge, upon the presentation of credentials and other documents as may be
required by law, to;
a. Enter upon the permittee's premises where a regulated facility or activity is located or conducted,
or where records must be kept under the conditions of this individual permit;
b. Have access to and copy, at reasonable times, any records that must be kept under the conditions of
this individual permit;
C. Inspect at reasonable times any facilities, equipment (including monitoring and control equipment),
practices, or operations regulated or required under this individual permit; and
d. Sample or monitor at reasonable times, for the purposes of assuring individual permit compliance
or as otherwise authorized by the Clean Water Act, any substances or parameters at any location.
SECTION E: REPORTING REQUIREMENTS
1. Discharge Monitoring_ReMrts
Samples analyzed in accordance with the terms of this permit shall be submitted to the Division on
Discharge Monitoring Report forms provided by the Director. Submittals shall be received by the Division
no later than 30 days from the date the facility receives the sampling results from the laboratory.
2. SubmittinpReports
Duplicate signed copies of all reports required herein, shall be submitted to the following address:
Division of Water Quality
Water Quality Section
ATTENTION: Central Files
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
Part III Page 6 of 8 Pages

Permit No. NCS000389
3. Availability, o�ports
Except for data determined to be confidential under NCGS 143-215.3(a)(2) or Section 308 of the Federal
Act, 33 USC 1318, all reports prepared in accordance with the terms shall be available for public inspection
at the offices of the Division of Water Quality. As required by the Act, analytical data shall not be
considered confidential. Knowingly making any false statement on any such report may result in the
imposition of criminal penalties as provided for in NCGS 143-215.613 or in Section 309 of the Federal Act.
4. Non-Stormwater Discharges
If the storm event monitored in accordance with this individual permit coincides with a non-stormwater
discharge, the permittee shall separately monitor all parameters as required under the non-stormwater
discharge permit and provide this information with the stormwater discharge monitoring report.
5. Planned Changes
The permittee shall give notice to the Director as soon as possible of any planned changes at the permitted
facility which could significantly alter the nature or quantity of pollutants discharged. This notification
requirement includes pollutants which are not specifically listed in the individual permit or subject to
notification requirements under 40 CFR Part 122.42 (a).
6. Anticipated Noncompliance
The permittee shall give notice to the Director as soon as possible of any planned changes at the permitted
facility which may result in noncompliance with the individual permit requirements.
7. Bypass
a. Anticipated bypass. If the permittee knows in advance of the need for a bypass, it shall submit
prior notice, if possible at least ten days before the date of the bypass; including an evaluation of
the anticipated quality and affect of the bypass.
b. Unanticipated bypass. The permittee shall submit notice within 24 hours of becoming aware of an
unanticipated bypass.
8. Twenty-four Hour Reporting
The permittee shall report to the central office or the appropriate regional office any noncompliance which
may endanger health or the environment. Any information shall be provided orally within 24 hours from
the time the permittee became aware of the circumstances. A written submission shall also be provided
within 5 days of the time the permittee becomes aware of the circumstances.
The written submission shall contain a description of the noncompliance, and its causes; the period of
noncompliance, including exact dates and times, and if the noncompliance has not been corrected, the
anticipated time compliance is expected to continue; and steps taken or planned to reduce, eliminate, and
prevent reoccurrence of the noncompliance.
The Director may waive the written report on a case -by -case basis if the oral report has been received
within 24 hours.
9. Other Noncompliance
The permittee shall report all instances of noncompliance not reported under 24 hour reporting at the time
monitoring reports are submitted.
Part DI Page 7 of 8 Pages

Permit No. NCS000389
10. Other information
Where the permittee becomes aware that it failed to submit any relevant facts in an application for an
individual permit or in any report to the Director, it shall promptly submit such facts or information.
Part III Page 8 of 8 Pages

Permit No. NCS000389
PART IV LIMITATIONS REOPENER
This individual permit shall be modified or alternatively, revoked and reissued, to comply with any applicable
effluent guideline or water quality standard issued or approved under Sections 302(b) (2) (c), and (d), 304(b) (2) and
307(a) of the Clean Water Act, if the effluent guideline or water quality standard so issued or approved:
a. Contains different conditions or is otherwise more stringent than any effluent limitation in the individual
permit; or
b. Controls any pollutant not limited in the individual permit.
The individual permit as modified or reissued under this paragraph shall also contain any other requirements in the
Act then applicable.
PART V ADMINISTERING AND COMPLIANCE MONITORING FEE
REQUIREMENTS
The permittee must pay the administering and compliance monitoring fee within 30 (thirty) days after being billed by
the Division. Failure to pay the fee in timely [Wanner in accordance with 15A NCAC 2H .0105(b)(4) may cause this
Division to initiate action to revoke the Individual Permit.
PART VI DEFINITIONS
Act
See Clean water Act_
2. Arithmetic Mean
The arithmetic mean of any set of values is the summation of the individual values divided by the number of
individual values.
3. Allowable Nan-Stormwater Dischartes
This permit regulates stormwater discharges. Non-stormwater discharges which shall be allowed in the
stormwater conveyance system are:
(a) All other discharges that are authorized by a non-stormwater NPDES permit.
(b) Uncontaminated groundwater, foundation drains, air -conditioner condensate without added
chemicals, springs, discharges of uncontaminated potable water, waterline and fire hydrant
flushings, water from footing drains, flows from riparian habitats and wetlands.
(c) Discharges resulting from fire -fighting or fire -fighting training.
4. Best Management Practices (BMPs)
Measures or practices used to reduce the amount of pollution entering surface waters. BMPs may take the
form of a process, activity, or physical structure.
Parts CV, V and VI Page 1 of 5

Permit No. NCS000389
5. Bypass
A bypass is the known diversion of stormwater from any portion of a stormwater control facility including
the collection system, which is not a designed or established operating mode for the facility.
6. Bulk Storage of Liquid Products
Liquid raw materials, manufactured products, waste materials or by-products with a single above ground
storage container having a capacity of greater than 660 gallons or with multiple above ground storage
containers located in close proximity to each other having a total combined storage capacity of greater than
1,320 gallons.
Clean Water Act
The Federal Water Pollution Control Act, also known as the Clean Water Act (CWA), as amended, 33
USC 1251, et. seq_
8. Division or DWO
The Division of Water Quality, Department of Environment and Natural Resources.
9. Director
The Director of the Division of Water Quality, the permit issuing authority.
10. EMC
The North Carolina Environmental Management Commission.
11. Grab Sample
An individual sample collected instantaneously. Grab samples that will be directly analyzed or qualitatively
monitored must be taken within the first 30 minutes of discharge.
12. Hazardous Substance
Any substance designated under 40 CFR Part 116 pursuant to Section 311 of the Clean Water Act.
13, Landfill
A disposal facility or part of a disposal facility where waste is placed in or on land and which is not a land
treatment facility, a surface impoundment, an injection well, a hazardous waste long-term storage facility or
a surface storage facility.
14. Municipal Separate Storm Sewer System
A stormwater collection system within an incorporated area of local self-government such as a city or town.
15. Overburden
Any material of any nature, consolidated or unconsolidated, that overlies a mineral deposit, excluding
topsoil or similar naturally -occurring surface materials that are not disturbed by raining operations.
Part VI Page 2 of 5 Pages

Permit No. NCS000A9
16. Permittee
The owner or operator issued a permit pursuant to this individual permit.
17. Point Source Discharge of Stormwater
Any discernible, confined and discrete conveyance including, but not specifically limited to, any pipe, ditch,
channel, tunnel, conduit, well, or discrete fissure from which stormwater is or may be discharged to waters
of the state.
18. Representative Storm Event
A storm event that measures greater than 0.1 inches of rainfall and that is preceded by at least 72 hours in which no
storm event measuring greater than 0.1 inches has occurred. A single storm event may contain up to 10 consecutive
hours of no precipitation. For example, if it rains for 2 hours without producing any collectable discharge, and then
stops, a sample may be collected if a rain producing a discharge begins again within the next 10 hours.
19. R resentative Outfall Status
When it is established that the discharge of stormwater runoff from a single outfall is representative of the
discharges at multiple outfalls, the DWQ may grant representative outfall status. Representative outfall
status allows the permittee to perform analytical monitoring at a reduced number of outfalls.
20. Rinse Water Dischar&e
The discharge of rinse water from equipment cleaning areas associated with industrial activity. Rinse
waters from vehicle and equipment cleaning areas are process wastewaters and do not include washwaters
utilizing any type of detergent or cleaning agent.
21. Secondary Containment
Spill containment for the contents of the single largest tank within the containment structure plus sufficient
freeboard to allow for the 25-year, 24-hour storm event.
22. Section 313 Water Priority Chemical
A chemical or chemical category which:
a. Is listed in 40 CFR 372.65 pursuant to Section 313 of Title III of the Superfund Amendments and
Reauthorization Act (SARA) of 1986, also titled the Emergency Planning and Community Right -
to -Know Act of 1986;
b. Is present at or above threshold levels at a facility subject to SARA title III, Section 313 reporting
requirements; and
C. That meet at least one of the following criteria:
(1) Is listed in Appendix D of 40 CFR part 122 on either Table it (organic priority
pollutants), Table M (certain metals, cyanides, and phenols) or Table IV (certain toxic
pollutants and hazardous substances);
(2) Is listed as a hazardous substance pursuant to section 311(b)(2)(A) of the CWA at 40
CFR 116.4; or
(3) Is a pollutant for which EPA has published acute or chronic water quality criteria.
Part VI Page 3 of 5 Pages

Permit No. NCS000389
23. Severe Pr9perty Dama e
Means substantial physical damage to property, damage to the control facilities which causes them to
become inoperable, or substantial and permanent loss of natural resources which can reasonably be
expected to occur in the absence of a bypass. Severe property damage does not mean economic loss
caused by delays in production.
24. Sipnificant Materials
Includes, but is not limited to: raw materials; fuels; materials such as solvents, detergents, and plastic
pellets; finished materials such as metallic products; raw materials used in food processing or production;
hazardous substances designated under section 101(14) of CERCLA; any chemical the facility is required to
report pursuant to section 313 of Title III of SARA; fertilizers; pesticides; and waste products such as ashes,
slag and sludge that have the potential to be released with stormwater discharges.
25. Significant Spills
Includes, but is not limited to: releases of oil or hazardous substances in excess of reportable quantities
under section 311 of the Clean Water Act (Ref: 40 CFR 110.10 and CFR 117.21) or section 102 of
CERCLA (Ref: 40 CFR 302.4).
26. Stormwater Runoff
The flow of water which results from precipitation and which occurs immediately following rainfall or as a
result of snowmelt.
27. Stormwater Associated with Industrial Activity
The discharge from any point source which is used for collecting and conveying stormwater and which is
directly related to manufacturing, processing or raw material storage areas at an industrial site. Facilities
considered to be engaged in "industrial activities" include those activities defined in 40 CFR 122.26(b)(14).
The term does not include discharges from facilities or activities excluded from the NPDES program.
28. Storrawater Pollution Prevention Plan
A comprehensive site -specific plan which details measures and practices to reduce stormwater pollution and
is based on an evaluation of the pollution potential of the site.
29. Ten Year Design Storm
The maximum 24 hour precipitation event expected to be equaled or exceeded on the average once in ten
years. Design storm information can be found in the State of North Carolina Erosion and Sediment Control
Planning and Design Manual.
30. Total Flow
The flow corresponding to the time period over which the entire storm event occurs. Total flow shall be
either; (a) measured continuously, (b) calculated based on the amount of area draining to the outfall, the
amount of built -upon (impervious) area, and the total amount of rainfall, or (c) estimated by the
measurement of flow at 20 minute intervals during the rainfall event.
31. Toxic Pollutant
Any pollutant listed as toxic under Section 307(a)(1) of the Clean Water Act.
Part VI Page 4 of 5 Pages

Permit No. NCS0003t9'
32. Upset
Means an exceptional incident in which there is unintentional and temporary noncompliance with
technology based permit effluent limitations because of factors beyond the reasonable control of the
permittee. An upset does not include noncompliance to the extent caused by operational error, improperly
designed treatment or control facilities, inadequate treatment or control facilities, lack of preventive
maintenance, or careless or improper operation.
33. Vehicle Maintenance Activit
Vehicle rehabilitation, mechanical repairs, painting, fueling, lubrication, vehicle cleaning operations, or
airport deicing operations.
34. Visible Sedimentation
Solid particulate matter, both mineral and organic, that has been or is being transported by water, air,
gravity, or ice from its site of origin which can be seen with the unaided eye.
35. 25-year, 24 hour storm event
The maximum 24-hour precipitation event expected to be equated or exceeded, on the average, once in 25
years.
Part VI Page 5 of 5 Pages

r
July 2, 2001
North Carolina Department of Environment and Natural Resources
Division of Water Quality
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
Attention: Bradley Bennett:
RK- IVE
JUL 1 2 2001
1'YAT ,R QUITi Y � ECTiON
Reference: A.PPLICATON FOR STORMWATER DISCHARGE PERAUT
DAK Resins, LLC
Cedar Creek Site
3216 Cedar Creek Road (PO Box 1690)
Fayetteville, Cumberland County, North Carolina 28301 (28302)
S&ME Project No. 1040-00-416C
Dear Mr. Bennett:
On behalf of DAK Resins, LLC (DAK), S&ME, Inc. (S&ME) submits this application
for a permit to discharge stormwater associated with an industrial activity from the
referenced facility. As part of this submittal, attached please find a signed copy of
USEPA Forms 1 and 2F.� J
DuPont currently owns a 50-acr/facility on Cedar Creek Road which is permitted
(Stormwater Permit No. NCS000056) to discharge stormwater to the Cape Fear River.
This site is currently occupied by two companies, DuPont Teijin Films and DuPont. The
DuPont plant is being sold to DAK Resins, LLC and includes the western —26 acres of
the property. DuPont Teijin Films (DTF), a joint venture corporation, will retain the
eastern 24 acres of the property. DTF is applying to modify and keep the existing permit.
This application addresses only the DAK permitting issues. The request to modify the
existing permit under current DuPont name to the DuPont Teijin Films name will be
submitted under separate cover.
S&ME, inc. Mailing address: (9191 872-2660
3118 Spring Forest Road P.O. Mx 58069 (9191790-9827 fax
Raleigh, North Carolina 27616 Roleigh,.North Carolina 2765"069 www.smeinc.com

Application for Stormwater Discharge Permit S&ME Project No. 1040-00-416C
DAK Resins, LLC _ July 2, 2001
DAK will manufacture the same product and use the same process that is currently
covered under the stormwater discharge permit for the entire facility. In addition, the
stormwater flow from the new facility will not be changed. As shown on the attached
figure, the stormwater from the process areas will continue to be directed to the
Monsanto Inc. WWTP and the stormwater from the non -process areas will continue to be
directed to the stormwater detention basin, which drains to the Cape Fear River Basin
from Outfall 003. Since the closing date for the sale is anticipated to be before July 31,
2001, it is requested that the permit become effective on August 1, 2001. Enclosed is a
$715.00 check for applicable fees.
We appreciate your review of this application. If you have any questions about this
application, please contact Mr. lwerks with DuPont at [phone] or S&ME at (919)
872-2660.
Sincerely,
S&ME, Inc.
Dena Pittman, P.E.
Environmental Engineer
Attachments
Edmund Woloszyn,
Manager, Technical Applications Dept.
K

SUPPORTING DOCUMENTATION FOR FORM 2F
Item W — Narrative Description of Pollutant Sources
B. Provide a narrative description of significant materials that are currently or in the past three years
have been treated, stored or disposed in a manner to allow exposure to storm water; method of
treatment, storage, or disposal; past and present materials management practices employed, in the last
three years, to minimize contact by these materials with storm water runoff; materials loading and
access areas; and the location, manner, and frequency in which pesticides, herbicides, soil
conditioners, and fertilizers are applied.
No. 2 Fuel Oil is currently stored in one above ground storage tank (AST) at the
neighboring DuPont Teijin Films Plant and is piped to the M-12 Plant.
Pesticides, herbicides, soil conditioners, and fertilizers are applied to the landscaped
areas.
C For each outfall, provide the location and a description of existing structural and nonstructural
control measures to reduce pollutants in storm water runoff; and a description of the treatment the
storm water receives, including the schedule and type of maintenance for control and treatment
measures and the ultimate disposal of any solid or fluid wastes other than by discharge.
Outfall
Treatment
List Codes from
Number
I Table 2174
Structural Controls
All of the process and storage areas are covered
NA
All of the process and storage units are contained
within concrete berms
NA
All water, including stormwater, spills, leaks, etc. from
the process and storage areas is piped to the
NA
pretreatment facility
Non -Structural Controls
3
A Spill Prevention Control and Countermeasures Plan
has been completed for the facility___
NA
All employees are trained on material handling
procedures upon assignment with refresher training
NA
occurring every three years.
Preventative maintenance and good housekeeping are
performed routinely.
NA