NC0006220_Wasteload Allocation_19830119

NPDES DOCUMENT SCANNING COVER :MEET
NC0006220
Kannapolis WTP
NPDES Permit:
Document Type:
Permit Issuance
I
Wasteload Allocation
Authorization to Construct (AtC)
Permit Modification
Speculative Limits
Monitoring Information
Instream Assessment (67B)
Environmental Assessment (EA)
Permit
History
Document Date:
January 19, 1983
Thies document is printed on reuese paper — ignore navy
covtere<t on the reYerese side

v
Facility Name:
Existing
Proposed
[HI
Design Capacity
NPDES WASTE LOAD ALLOCATION
Permit No :
l\)CO )O LZZC) Pipe No.: CCU r
(MGD) : .9. O I du trial (% of Flow) :
Receiving Stream:
Reference USGS Quad:
9.
Date
County • euw777✓
Domestic (% of Flow): I(4o
Class: Sub -Basin: 0S-O - /
(Please attach) Requestor• I &- /� Rcg on.1
(Guideline limitations, if applicable, are to be listed on the back of this form.)
Office
/cil4
Design Temp.: t_
7Q10:
la
Location of D.O.minimum (miles below outfall): Slope:. 1`>> /
1 c? �, K(base e,per da 20 ),L
Velocity (fps): C' 1 Y� °
c, C): %
K2 (base e, per day, 20°C) .
0
ca
N
cu
V
Drainage Area:
Winter 7Q10:
Effluent
Characteristics
Monthly
Average
Comments
1-(,-4 . Cr .
C) , I 'ti ,C
f ,
S<<_i.
>>-R,
n,v,
5r^8 ) 1
Original Allocation
Revised Allocation
Prepared By:
;nL
E
Avg. Streamflow:
30Q2•
0.3
Effluent
Characteristics
Monthly
Average
NcLX
Oars
Comments
"T `-�
76_ 5
l S
SA. LI
1c1.0
P-
I 7(
;
e
. I c
-- i 15
C„
/ cC.u.1
Date(s) of Revision(s)
(Please attach previous allocation)
Reviewed By:
Date : j g7
il

For Appropriate Dischargers, List Complete Guideline Limitations Below
EffluentMonthly
Characteristics
Average
Maximum Daily
Comments
&b.
ZE/CS: O
6/0.0
LG'b
34- o00,o
68000_o
.s G.i; o
/S /3o. 0
�
5 5
- (QA..
8C.o
%to.o
_
tin-
42,_
8s.0
c
_
Type of Product Produced
Lbs/Day Produced
Effluent Guideline Reference
(':ar^ u2-k
L.;
�
1�
8 f o oo''(/
4QC FA._ 41 v .la

•
• -• •�i
•
Wejk
'•.s
/ U
Gam/ < <,;
532
•l 3,34
32'30'
0
° .�
• trU S GOVERNMENT PRINTING OFFICE 1972-460-348/I
533000m.E.
ROAD CLASSIFICATION
Primary highway, Light -duty road. hard or
hard surface improved surface
3932
3°31
L LJ
3929000m
35°30'
80° 37'30"
d,`sc CO
tip, o�
Secondary highway
hard surface
_ -- Unimproved road
n....�.. Ca.4.,
r 1 / e' ..

-tJwo ske.4yis--err bafl,!
REQUEST NO. : 575
**'******************* WASTELOAD ALLOCATION APPROVAL FORM ********************:-
FACILITY NAME
TYPE OF WASTE
COUNTY
REGIONAL OFFICE
RECEIVING STREAM
7010 : CFS
DRAINAGE AREA
CANNON MILLS *1 -cim2.Lt�
TEXT. & DOM.
ROWAN
M00RESVILLE//(/! REOUESTOR : DAVE ADKINS
DYE BRANCH SUEDASIN YAD12
W7010 : 0.26 CFS 3002 : 0.3 CFS
2 « 3 SCE. MI <. STREAM CLASS : C
************************ RECOMMENDED EFFLUENT LIMITS :************************
►100i11,,j -41-0.X,
WASTEFLOW(S) (MGD) : 9,0 TOT CR = 0.1 MG/L.
DOD-5 11W ( LDS : 2805 5610 SULFIDE = 85r 170 LESS/DAY
NH3--N u (MG/L) : PHENOL = 42.5r 85 LDS/DAY
D.O. (MG/L) : 5 COD = 34000r 68000 LBS/DAY
PH (SU) : 6-8 . 5
FECAL COLIFORM (/i00ML): TOT CR, PH, DO ARE WU LIMITED
TSS NS/acti raj : 7565 15130 ALL OTHERS ARE BPT LIMITED
******************************:**************************************************
FACILITY IS : PROPOSED ( ) EXISTING ( ✓4 NEW (14
LIMITS ARE : REVISION ( ) CONFIRMATION ( ) OF THOSE PREVIOUSLY ISSUED
REVIEWED AND RECOMMENDED BY:
MODELER
SUPERVISORYMODELING GROUP
REGIONAL SUPERVISOR
PERMITS MANAGER
APPROVED BY :
DIVISION DIRECTOR
DATE : -J- =--- _..
-��-_.
._.-DATE : ✓_:11 3__
_._DATE

Facility Name:
Existing
Proposed
(xl
I
Permit No •
Design Capacity (MGD): ()
Receiving Stream: //ff(�j
Reference USGS Quad: (Please attach) Requestor• G /ud-�
NPDES WASTE LOAD ALLOCATION
/`1i
QO LZZ0
Pipe No.: 0 C.) f
Industrial (% of Flow):
Ccz.�fti
`1 C
(Guideline limitations, if applicable,
are to be listed on the back of this form.)
Date:
County • 47/
c) u[o Domestic (% of Flow) : I ( Co
Class: L Sub -Basin • O3- 2 /
Regional Office
PVG
Design Temp.:
7Q10:.
Location of D.O.minimum (miles below outfall): Slope:.
aSc)c
Velocity (fps):
Drainage Area:
Winter 7Q10:
30Q2 • G , ,
C sel K1 (base e, per day, 20°C)
;53
Avg. Streamflow: a, 3 {
K2 (base e, per day, 20°C)•
Effluent
Characteristics
•Monthly
Average
Comments
Rc05
.35 `
11`
-i r,A . Cr
0. 1 m
l
C-1
G B►5
S u :
Original Allocation
Revised Allocation
Prepared By:
C lip i:k ,--
&PT
Effluent
Characteristics
Monthly
Average
(A0
d,u.
Comments
75(5
\ 5 8
,TSB
G jca
P.5
176
I�,ldrst..
(J
.1 � 'e'"1� Lam[
� ). i 5
CC) ,
�y cx)c)
t OO )
Date(s) of Revision(s)
(Please attach previous allocation)
I� ; k ! - 1. Reviewed By:
Date: !•-• /f-

For Appropriate Dischargers, List Complete Guideline Limitations Below
Effluent
Characteristics
-Jager
y
Average
Maximum Daily
-ie
Comments
Jb
? &>s-.0
S6/0,0
cG
34 000.0
68O0o.0
•i
qs 6.s; o
/S /3o. 0
5 S
S__,.
$ s: 0
/' d. o
(?I,
_
zi2.S
9 s7 o
m
4 2 .S'
S S. o
T c-4 .._
Type of Product Produced
Lbs/Day Produced
Eiiluent Guideline Reference
(' :as- fli
Lk) cv-6 ,.
1^- '^-)
9 i o oo'/
4-9 c Fit. 4/ 0 . c/z

REQUEST NO. 575
** ****************** WASTELOAD ALLOCATION APPROVAL FORM *********************
FACILITY NAME
TYPE OF WASTE
COUNTY
REGIONAL OFFICE
RECEIVING STREAM
7010 « 0.15 CFS
DRAINAGE AREA
************************
CANNON MILLS 11
TEXT. & DOM.
ROWAN
MOORESVILLE
DYE BRANCH
W7Q10 «
S Q . M I .
WASTEFLOW(S) (MGD)
BOD-5 (MG/L)
NH3--N (MG/L)
D.O. (MG/L)
PH (SU)
FECAL COLIFORM
TSS le/dout ( �
CF'S
REQUESTOR « DAVE AD(KINS
SUBBASIN « YAD12
30Q2 : 0.3 CFS
STREAM CLASS «C
RECOMMENDED EFFLUENT LIMITS ******************`k:*****
,65,,y ,
9.0 TOT. CR = 0.1 MG/L
35 SULFIDE = 859 170 LBS/DAY
PHENOL = 42.59 85 LBS/DAY
6 COD = 340009 86000 LBS/DAY
6-8.5
7565 15130
BOD59 CR9 PH9 DO ALL WO LIMITD
ALL OTHERS BF'T LIMITED
********************************************************************************
FACILITY IS « PROPOSED ( ) EXISTING (NEW ( L/
LIMITS ARE : REVISION ( ) CONFIRMATION ( ) OF THOSE PREVIOUSLY ISSUED
REVIEWED AND RECOMMENDED BY:
MODELER
SUF'ERV I SOR 9 MODEL I NCB GROUP
REGIONAL SUPERVISOR
PERMITS MANAGER
APPROVED BY «
DIVISION DIRECTOR
LiJ LDATE «_} 1L= _.
1'_DATE
-�-.3
__---.__-__DATE «_L.'.._.._-_

a,
a
E
0
n
Facility Name:
Existing
Proposed
Nt44&..) 9-/cLuk
NPDES WASTE LOAD ALLOCATION
Yn Pj tJ b I
Permit No.: /ve OOO (c ZZo
Design Capacity (MGD):
!q 0
Pipe No.: 0 O / County:
Date • i 2
Industrial (% of Flow): �� Domestic (%-of Flow): it
Receiving Stream:
Reference USGS Quad:
(Please attach)
Class: Sub -Basin. - -II__
Requestor• '4t
(Guideline limitations, if applicable, are to be listed on the back of this form.)
arl Office
Pdh
Design Temp.: 1 5 b C Drainage Area: x^C
7Q10: Winter 7Q10:
Location of D.O.minimum (miles below outfall):
Velocity (fps): %� Kl (base e, per day, 20°C):
1 a4'�
7
Avg. Streamflow:
30Q2• "��`1
K2 (base e, per day, 20°C)•
\
Effluent
Characteristics
Monthly
Average
Comments
-1-f,� .
Cr.
a1:3`1��'i
D.c),
5 '84.
Original Allocation
Revised Allocation
Prepared By: <„_,\4 1(\ t11'G f
tEffluent
Characteristics
Monthly
Average
Ma-x
OC 1
Comments
-r ._ :
75
61 3 O
fia,s/ctiou4
, .
C` C> L..
,. `I U G O
6,E3000
�VJ
:),( )i
q 7�io5
5 o I 0
Date(s) of Revision(s)
(Please attach previous allocation)
I2--A4 ; 4
Reviewed By:
Date: 1-/'/-13

For Appropriate Dischargers, List Complete Guideline limitations Below
Effluent
Characteristics
1.aaael Y
Average
Maximum Daily
4211=3e
Comments
n
l ,a J
ZFI.05:o
S6/0.0
(1cb
34, 000.o
680oo_O
gS6.5,o
is- /.j0.o
j 55
-4-- C ,m_
4 2 ..s
s. o
L_
Type of ProductProduced
Lbs/Day Produced
Effluent Guideline Reference/�
�'vt�.-
(-0 Gv-r-:.,. `Ifit,-v
/
1�
9.2/ o 001( f4
4 0 L fzit. 4 J O. Y' Z

&roc
•
•
•
Was
h. ✓irk
•`c,.CAB
60
• ;••�
•
3934
32'30"
3932
3931
531 532
Primary highway.
hard surface
• 4ll S GOVERNMENT PRINTING OtrICE 1972-460-348/I
5339013"' E.
ROAD CLASSIFICATION
Light -duty road, hard or
improved surface
CID
CD
co
O W
- Ck:
3930 Q
C
Q o
L- I
3929000m.t
35°30'
80° 37'30"
.c,
0
sc 00
Secondary highway,
hard surface -- Unimproved road=__------
r n_ C4-.4-_ C1....ln
�" 1 / ••• . _ )

-two sh, S --Stain� bd
REQUEST NO. 576
********************* WASTEFLAD ALLOCATION APPROVAL FORM ************* C0 **
North Piedmont
Regional Office
FACILITY NAME
'TYPE OF WASTE
CCIUNTY
REGIONAL OFFICE
RECEIVING STREAM
7010 Y CFS
DRAINAGE AREA
CANNON MILLS 41 - t
TEXT. & DOM.
ROWAN tt
MOORESVILLE'
REOUESTOR : DAVE ADKINS
IR:[SH BUFFALO CR SUBBASIN YALi12
W701.0 : 3.9 CFS
: 14 SO.M:[. STREAM CLASS
*********************** RECOMMENDED EFFLUENT
/ill an d lf -1flc ,c
WASTEFLOW(S) • (MGD) t 9.0
BOO-5 (�/do* Si' 6fCT I 2805 561.0
NH3--N (MG/L)
D.O. (MG/L) 5
PH (SU) : 6-9
FECAL COLIFORM (/100ML)S
TSS I1.4/01.0.4 7565 15130
JAN 1.1 1983
WATER QUALITY DIV,
3002 : 4.5 CFS
C:
LIMITS **********# c'* r6*4****
683
TOT CR = 0.13 M0./L SON
SULFIDE = 85, 170 LBS/DAY
PHENOL = 42.5, 85 LBS/DAY
COD = 34000, 68000 LBS/DAY
TOT, CR, Li0. ARE WO LIMITED
ALL OTHERS ARE BPT LIMITED
********************************************************************************
FACILITY IS t PROPOSED ( ) EXISTING (l1 NEW (✓.'
LIMITS ARE : REVISION ( ) CONFIRMATION ( ) OF THOSE PREVIOUSLY ISSUED
REVIEWED AND RECOMMENDED BY:
MODELER
SUPERVISOR,MODELING GROUP
REGIONAL SUPERVISOR
PERMITS MANAGER
APPROVED E''Y
DIVISION DIRECTOR

Facility Name:--�►�
Existing
Proposed
Q
NPDES WASTE LOAD ALLOCATION
yvt:..ee. Pi - ,J i
Permit No : /JC OOO 6 2 2 Pipe No.: O 8 r County •
Date
12 -04 -YZ
Design Capacity (MGD): .3o O Industrial (% of Flow): Domestic (% of Flow): (i°
Receiving Stream: �.J'/1.t�L Class: ( Sub -Basin: 0 3"-
Reference USGS Quad:
(Please attach) Requestor:
(Guideline limitations, if applicable, are to be listed on the back of this form.)
eM1 Office r vt-
Design Temp.:
7Q10:
5°C
Drainage Area: ILI v��c Avg. Streamflow• )1. I C-J
Winter 7Q10: 30Q2 •
Location of D.O.minimum (miles below outfall): Slope. I r cu
. 7 f/rt
�
Velocity (fps): `). 5 c) Kl (base e, per day, 20oC)• 1 I 5 3 K2 (base e, per day, 20°C)• 1 a,J
0
0.0
cu
L
CD
eo
ONO
r
LtiC 1►'� is
Effluent
Characteristics
-Monthly
Average
Comments
( me,'
Original Allocation
Revised Allocation
Prepared By:
Ca -
BP in-,i
Effluent
Characteristics
Monthly
Average
rlioyC
aaji.mi
Comments
7545
1513b
Sl.-
e5
1'16
I iz�3 .
nc) t)
34 c oo
0Ecx.o
(-7
5,() ,
1-1-1
L
Date(s) of Revision(s)
(Please attach previous allocation)
- � (f1 n Ir i•,) Z_U r1 Reviewed By:
Date: /-!9 "Se"

For Appropriate Dischargers, List Complete Guideline Limitations Below
Effluent
Characteristics
Maximum Daily
4gclumate
Comments
o-i .th y
Average
e4 J
z b'c0S U
�/ 10,0
Coo
J400c) o
680oo.t
- i S S
qs GS 6
IS- lie. 0
n.
L.
S C.0
i 1-0 . 0
P�,
y Z- S
85: a
e w
G - 9
.ter_
Type of Product Produced
,
Lbs/Day Produced
Effluent Guideline Reference
(''4
Ac
t.,J/..,.,
r
�1` —.)
8.2, o 001Y4)
4- 9 e Pyt, 4/0 . 1 Z

REQUEST NO. 576
**`******************* WASTELOAI► ALLOCATION APPROVAL_ FORM *********************
FACILITY NAME
TYPE OF WASTE
COUNTY
REGIONAL OFFICE
RECEIVING STREAM
7010 : 0.93 CFS
DRAINAGE AREA
«
:
: 14
************************
WASTEFLOW(S)
BOD-5
N H 3 — N
D.O.
PH
FECAL COLIFORMI
TSS
CANNON MILLS *1
TEXT. a DOM:
ROWAN
MOORESVILLE
IRISH BUFFALO CR
W7010 :
SQ.MI.
(MGD)
(MG/L)
(MG/L)
(MG/L)
CFS
REQUESTOR : DAVE ADKINS
SUBBASIN YAD12
3002 : 4.5 CFS
STREAM CLASS :C
RECOMM-
ENDED EFFLUENT LIMITS ************************
9.0
36
6
6-9
BOD5, CRY D0. ARE WO LIMITED
7565 15130 ALI_ OTHERS ARE BPT LIMITED
TOT CR = 0.13 MG/L..
SULFIDE = 85► 170 LBS/DAY
PHENOL 42.5, 35 LBS/DAY
COD = 34000Y 68000 LBS/DAY
FACILITY IS : PROPOSER ( ) EXISTING ( ✓r NEW ( ✓)
LIMITS ARE : REVISION (
) CONFIRMATION ( ) OF THOSE PREVIOUSLY ISSUED
REVIEWED AND RECOMMENDED BY:
MODELER
SUPERVISORvMODELING GROUP
REGIONAL SUPER'
ISOR
PERMITS MANAGE:
APPROVED BY :
DIVISION DIRECTOR
Lt _—_DATE :.�.� �_ --
__DATE
DATE : J / _61. 3
_I►ATE __!;_`:_ .

Facility Name:
Existing
Proposed r/ n
Design Capacity (MGD) : 7", 0 11 Indus rial (% of Flow) : 864 Domestic (% of Flow) : i ,l)
Receiving Stream: (: '•/G- E.e4A1e-1 Class: C Sub-BasinG� -� Z
Reference USGS Quad: (Please attach) Requestor• „:42-vci ,J Office P/c
Ix1
W 04.442
NPDES WASTE LOAD ALLOCATION
C ,Ave'✓0 A/ / // / /I ,, J
/a - /0 - S 2
5-7"7
Date• /2-0j - ea_
Permit No.: I e000 6p2.ao
/
Pipe No.: 0 0
(Guideline limitations, if applicable, are to be listed on the back of this form.)
County:
K.Oc.�.,�j✓
Design Temp.: 1 ,5 °C Drainage Area• a I mAvg. Streamflow: 1 3 Cam.
7Q10: Winter 7Q10: G , 30Q2 • C). 3
3) '
Location of D.O.minimum (miles below outfall): Slope.. 7
Velocity (fps): -/ K1 (base e, per day, 200C): O. % K2 (base e, per day, 20°C)• IO- I
c)
6,1
n
U3 a) 11 41\rtl& 1
Effluent
Characteristics
Monthly
Average
Comments
pICUI
5 1-*
ln-i-. (`r,
G. 1 mgil
i
(0-2, 5
5,(,),
F,--
Original Allocation
Revised Allocation
Prepared By:
i i r
I3 �� 1 I l rll I J
Effluent
Characteristics
Monthly
Average
Maw
bccil-.
Comments
1 SS
75G ''
15130
coo
3-doov
68coo'
R( ,; , 7.)
P,G5
`;16 16 --'
,
Date(s) of Revision(s)
(Please attach previous allocation)
Reviewed By:
am-304
Date: [!19"

For Appropriate Dischargers, List Complete Guideline Limitations Below
Effluent
Characteristics
ci
Maximum Daily
,8e
Comments
y
Average
a
z.Fo.s o
6 /cep a
C' ci)
34 Uoo=o
68000.o
5S
is 6.s J
/S/30.0
Qa
SS.0
11-d.o
,A �.�-�.
,42 _ S
937 o
4 2 ._s
S S. 0
-4-•-'Z C m::u-.._
(lq'
6-9
.
./La,
•
Type of Product Produced
' Lbs/Day Produced
Effluent Guideline Reference
(74"n., V2).k,
LU
4-, 47.-
/^-
9.2i o 0071(14)
4 ®c. FIL 410 . ¢

REQUEST NO.
577
********************* WASTELOAD ALLOCATION APPROVAL FORM *********************:
FACILITY NAME CANNON MILLS ti.
TYPE OF WASTE TEXT. &LION;
COUNTY « ROWAN
REGIONAL OFFICE MOORESVILLI:
REOUESTOR « DAVE ADKINS
RECEIVING STREAM : DYE BRANCH SUE:BASIN « YAI112
71110 « CFS W7010 « 0.26 CFS 3002 « 0.3 CFS
DRAINAGE AREA « 2+3 SO.MT. STREAM CLASS «C
************************ RECOMMENDED EFFLUENT LIMITS ************************
- 1 y -r ,
WASTEFLOW(S) (MOD) « 7.0 TOT. CR+ = 0.1 MG!...
BOD-5 lks/cic (0-Eiri'Ci « 2805 5610 SULFIDE = 85: 170 LES/DAY
NH3—N (MG/L) « PHENOL = 42.59 85 LES /DAY
D.O. (MG/L) « 5 COD = 340009 68000 LETS/DAY
PH (SU) « 6-8+5
FECAL COLIFORM (/100ML)« TOT CR: D0.: PH ARE WO LIMITED
TSS Iba/cictc, 3+C) « 7565 15130 ALL OTHERS ARE BPI LIMITED
•`* * * * * * * * * * * * * * * * * *
************************************************* 1+**********
FACILITY IS « PROPOSED (
) EXISTING (V) NEW ( ✓�
LIMITS ARE « REVISION ( ) CONFIRMATION ( ) OF THOSE PREVIOUSLY ISSUED
REVIEWED AND RECOMMENDED EY«
MODELER
SUPERVISOR:MODELING GROUP
REGIONAL SUPERVISOR
PERMITS MANAGER
APPROVED DY «
DIVISION DIRECTOR
4
c6 a
Um__DATE « _L .�t
0424 _ .HATE :
«w ___.____..__.._DATE
•ATE
/ /1Y:/11,..r

a)
Facility Name:
Existing
Proposed
fx1
NPDES WASTE LOAD ALLOCATION
/ //
Permit No.: Cie° Z"Lo
Pipe No.: G 0 /
County.
Date• /2-.0 - z
Design Capacity (MGD) : � /1 Indust .i,1 (% of Flow) : � Domestic (% of Flow):
1 �U
r � �I�
I
Receiving Stream: i(� U.AA)C Class: e-- Sub -Basin • 0. -d r L
Reference USGS Quad: (Please attach) Requestor• !�� �`��`� Office P/
(Guideline limitations, if applicable, are to be listed on the back of this form.)
Design Temp.:
Qc
Drainage Area:
7Q10 • G ! 5 C ' Winter 7Q10 : _
Location of D.O.minimum (miles below outfall):
U
n
R
C
C.)
n,)
0,3
Velocity (fps). U ,7 1 Kl (base e, per day, 20°C):
1,5
Avg. Streamflow: z{► 3 t
30Q2• C.),30,
Slope.. l•
K2 (base e, per day, 20°C) • I.)15
\c 06E
•
Effluent
Characteristics
Monthly
Average
Comments
B'" O.
`'
/
—
{ c�'1' , rir
3• 1 n-13
%i
u, o .
6 v-r'/
l
Original Allocation
Revised Allocation
Prepared By:
Er
l
vIvr
1
L •
1"\.
Effluent
Characteristics
Monthly
Average
75(ot
t'\OJ(
1)01.)4Comments
15136
1 SS
11,1-cirti-L(
5
1 7d
ll
`b/d, cwf
J
1 .5
C,(3
iLiDu:
v Sri _
Date(s) of Revision(s)
(Please attach previous allocation)
\ -N Reviewed By:
Date:

For Appropriate Dischargers, List Complete Guideline limitations Below
Effluent
Characteristics
a��
Maximum Daily
Comments
y
Average
U 5
Z 5)(05: o
.i 6 /0. 0
LG'
3y-voof0
G8000.o
; s 6.y:v
iS/.5o.o
.55
c
8r: o -
i -oo o
Pi, ,-N-,)-�
2 _ S
9 s-: o
,r,:�,_
42..
as:o
Type of Product Produced
Lbs/Day Produced
Effluent Guideline Reference
/

REQUEST NO. : 577
********************* WASTELOAI+ ALLOCATION APPROVAL FORM *********************
FACILITY NAME CANNON MILLS *i.—,Aumnrnv0z-11m)1"l1S
TYPE OF WASTE TEXT.&DOM.
COUNTY ROWAN
REGIONAL OFFICE : MOORESVILLE RE(UESTOR : DAVE AL+KINS
RECEIVING STREAM : DYE BRANCH SUBBASIN : YAD12
7010 : 0.15 CFS W7010 : CFS 3002 : 0.3 CFS
DRAINAGE AREA : 2.3 SQ.MI. STREAM CLASS :C
************************ RECOMMENDED EFFLUENT LIMITS ************************
ion44'►lU �0K.
Avy.JJ ua1►
WASTEFLOW(S) (MGI+) : 7.0 TOT. CR. = G.:l MGJ`L..
BOD-5 (atiC}/L) : 36 SULFIDE = 857 170 LBS/L+AY
{}{3 N (MG/L) : PHENOL = 42.57 85 LBS/DAY
D.O. (MG/L) : 6 COD = 340007 68000 LBS/DAY
PH (SU) : 6-8.5
FECAL COLIFORM (/100ML): BOT+57 CRY I+0 ARE WQ LIMITS!)
TES 1WcoJ.d. (fit") : 7565 15130 ALL OTHERS BPT LIMITED
***********************:********************************************************
FACILITY IS : PROPOSED ( ) EXISTING (V) NEW (
LIMITS ARE : REVISION ( ) CONFIRMATION ( ) OF THOSE PREVIOUSLY ISSUED
REVIEWED AND RECOMMENDED BY:
MODELER
SUPERVISOR,MODELING GROUP
REGIONAL SUPER
ISOR
PERMITS MANAGER
APPROVED BY :
DIVISION DIRECTOR
t
/1/4-11+ATE : J
.__

It
E
0
0
0
Facility Name:
Existing
Proposed
1,(1
0
NPDES WASTE LOAD ALLOCATION
Ciii uw ti /!s P-44, l
Permit No.: &k00o4 ZZ.D
j�-10-8a
51S
Date: 1 2-aG3"QL
Pipe No.: 0 0 l County: ZD-c.,-i4r7,1
Des i-gn-Ga-pae ity—(MGD) : - v Indus t r-ial (% of Flow)
Receiving Stream: 12►Sh Class:
Reference USGS Quad: (Please attach) Requestor: Cry 4e
(Guideline limitations, if applicable, are to be listed on the back of this form.)
Domestic (% of Flow)
c_ Sub -Basin:
%4-'9
-Begieetel-Office
r
Design Temp.: 15 ()C Drainage Area: 11 +Q ro L2 Avg. Streamflow:
7Q10 :. Winter 7Q10: R, c 30Q2: ,. 5 o V
Location of D.O.minimum (miles below outfall): Slope:„ • 111, 7
0 E K1 (base e, per day, 200C) : 0.9 7 K2 (base e, per day, 20°C) : ()% 05
Velocity (fps).
Effluent
Characteristics
Monthly
Average
Comments
TgA, Cam.
0.)4m
5 'vs
Original Allocation
Revised Allocation
Prepared By:
Ezi
0
� p-
Effluent
Characteristics
Monthly
Average
NW
U'
Comments
-r'Ss
75(0
151 3o)
S4(tp
BS
1 -70
lbs d
,
p ko NI ci
.1-1.,5
.ri5_,_.
eoDs
o 5
_ 5 6)1 cU
,
no .6-7s..u.
.
Date(s) of Revision(s)
(Please attach previous allocation)
rr(;1 h -( Bzu h Reviewed By:
Date: 14/45
!i

For Appropriate Dischargers, List Complete Guideline Limitations Below
Effluent
Characteristics
on rL
y
Average
Maximum Daily
Comments
&O b (T.(T.
z E'OS, O
-5-6 /0. 0
CC:6
.3µ000.O`
68000.o
:36.5 V
i5" /30.0
i 5✓
9,9.....,-.
8 S2 0
/ 16 . 0
4 2 ,.s
8 S. 6
c � m.::..� _.
_
Type of Product Produced
T
Lbs/Day Produced
Effluent Guideline Reference
'
r
.,)
Bra, 0 004(

Jrwo skerfa—S.Cr C,o +t, l
REQUEST NO.
« 578
; 4 **************** * WASTELOALI A:._LOC.AT IoN APPROVAL FORM ::W******************
FACILITY NAME
TYPE OF WASTE
COUNTY
REGIONAL OFFICE
RECEIVING STREAM
CANNON MILLS #1 , IIfntsSn--
TEXT. & DOM.
ROWAN
MOORESVILLEREQUESTOR : DAVE rIDFINS
IRISH BUFFALO CR SUBRASIN YALIIL.
7010 « CFS W7010 : 3.9 CFS
DRAINAGE AREA « 14
3002 « 4.5 CFS
S0.MI. STREAM CLASS «C
************************ RECOMMENDED EFFLUENT LIMITS :#:***********************
ion t4 "'CAC,
Ave!, bu.,I
(Mon) : 7.0
bsd cut cii.eit-t`1 « 2805
NH3--N «
D.O.
PH (SU)
TOT CR = 0.14 MG/L.
5610 SULFIDE = 85, 170 LETS/DAY
PHENOL = 42.57 85 LDS/DAY
COD = 340007 68000 LBS/DAY
FECAL COLIF0FM (/100ML)« CR7 D0 ARE WO LIMITED
TSS 1440.01, (t « 7565 15130 ;ARE BPT LIMITED
********************************************************.*. .`:* .'g .*******
FACILITY IS « PROPOSED ( ) EXISTING (✓) NEW (
LIMITS ARE : REVISION ( ) CONFIRMATION ( ) OF THOSE PREVIOUSLY ISSUED
.EVIEWED AND RECOMMENDED tr:
MODELER
- ATE
ING GROU1=' «_._ ° y /1/L�l DATE
PERMITS MANAGEi:..
APPROVED BY «
DIVISION DIRECTOR
__DATE : )//-.g3
«_.Z1-;!/2 ' ___DATE «_-'
/1. 1LN?DTF

Facility Name:
Existing
Proposed
0
0
0
L
IK 1
0
s/he-r2�a.. 4L
,;4i
NPDES WASTE LOAD ALLOCATION
0-e.d- i
Permit No.: Ma000(0. LZO
Pipe No.: 0 ©
Design Capacity (MCD7 : (% of Flow): 96
County:
Date: 1 2-01"?Z—.
`ice ems.; 4,.1
Domestic (% of Flow) : 14A
r
Receiving Stream: 1 gAS k 1 C Class: C Sub -Basin: O- v -e•
Reference USGS uestor: Quad: (Please attach) Requestor: �1G_:, Office /Q
q
(Guideline limitations, if applicable, are to be listed on the back of this form.)
Design Temp.: A5 vG Drainage Area: H • C) (� Avg. S t reamf low : 1 arS
0 • % 3 Winter 7Q10: 30Q2: 'y , 5
'a.; Location - (miles below - - 1 7 (t'I
Slope' I
K2 (base e, per day, 20°C) : 1 15
' a K (baseda 200C) : % 3
Velocity (fps) : 1 e,per y,
WQ ir ►S
Effluent
Characteristics
. Monthly
Average
Comments
g 0,D5
3 C VI
1 Cr.
O H rn8A
.Tc
01.o,
G rY'3
Original Allocation
Revised Allocation
13 ITT h r -I-s
.Effluent •
;Characteristics
Monthly
Average
PAck.A(
l..k s ,,
Comments
TSS
-75 6.5
(65
15136,
170.
i 6s i
Silk - r,Q
la,5
5 5,
9`
FV.DAJ
nc)it
oOa
Go.i3000
.
ti
6,-7
S'IU. ,
,
. p
Date(s) of Revision(s)
(Please attach previous allocation)
Prepared By: j E Vl nct F i, , -1 Reviewed By:
Date: 1' 19--R„,

For Appropriate Dischargers, List Complete Guideline Limitations Below
Effluent
Characteristics
44.t
Maximum Daily
e
Comments
y
Average
b J
ZeCS. 0
.5-6_/0.0
Cc.'
34ovo.o
6800v_o
55
1s6.5;6
/5 3o.o
^
- cQ..
8S:0
i1o.0
A
yZ.s
9S:0
Jc �' C
m _
4Z..5"
8C.o
f/sf
6 - 9
Jto„J.,
Type of Product Produced
Lbs/Day Produced
Effluent Guideline Reference
(70,-
UJ ....
u,, --r.-
I•.,..,
_9.2jo00'
4ccFA_ 4j,o. Z

REQUEST NO.
*:******************** WASTELOAD ALLOCATION APPROVAL FORM *********
FACILITY NAME
OF JASTE
RECEI'rt:i. _ ,, Lr,
7010 : 0.93
DRAINAGE AREA
CANNON MILLS ti ,u,mrn
TEXT. 8 DOM..
ROWAN
MOORESVILLE REQUESTOR : DAVE ADKINS
IRISH BUFFALO CR SUBBASIN Y YADi2
v71G • CFS 3002 : 4.5 CFS
14 STREAM CLASS tC
************************ RECi::. DEIt EFFLUENT LIMITS :X***********************
/tl►c-4111 /ax
Av. ,c., -
WASTEFLOW(S) (MOD) I 7.0 TOT
CR w 0«14 MG/l..
BOLT-5 (MG/L) 36 SU:..." II:E = 357 170 LB S/DAY
NH3--N (MG/L) PHENOL - i.. BE/DAY
D.O. (MG/L) I 6 COD = 340009 68000 LBS/DA
FECAL COLIFORM (/100ML), BOD57 CR7 D0. ARE W0 LIMITED
.I.SS 16)6/4 Cb t.) 7565 15130 ALL OTHERS ARE BPT LIMITED
***:*******************:****:****************************************************
FACILITY IS : PROPOSED ( ) EXISTING ( v NEW (✓)
LIMITS ARE : REVISION ( ) CONFIRMATION ( ) OF THOSE PREVIOUSLY ISSUED
REVIEWED AND RECOMMENDED BY;
MODELER
SUF'ERVISOR,MODELING GROUP
REGIONAL SUPERVISOR
PERMITS MANAGER
APPROVED BY
DIVISION DIRECTOR
TE 1._
L.DATE:
_DATE :,1.,��:�
1
ATE :__

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DISCHARGER
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DYE BRANCH
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REACH 1
1
0.101 15,901
1
0.16 0.73 1.42 1.42 0.00 0.00 5.05
SEGMENT 1
REACH 2
SEGMENT 1
REACH
1
0.501 15.901
1
1
2.501 14,701
1
1.03 1 1.10 1 1.42 1 1.42 1 0,00 1 0.00 112.00
0.70 ! 1.40 1 1.42 1 1.42 1 0.00 1 0,00 112.00
SEGMENT 1 1 3
REACH 4 1
1
00! 10.901
! 1
SEGMENT 1 5 25
REACH 5
1
9.401
1
0.64 1 1.47 1 1.42 1 1.42 1 0.00 1 0.00 1 9.68
0,56
1.57 1 1,42
0.00 1 0.00 1 6.00

*** MODEL SUMMARY CONTINUED ***
I RUNUFF 1 Kor;set I Konh'dd ro 1 Knb I Kdn 1 VSS Kset
1 CFS/MI I /IEAY 1 /IDAY 1 MG/ M2/tiAY 1 MG/M2/DAY 1 /LAY
SEGMENT 1
REACH 1
0 001 1,301 0.00
1
0.0
0.0 1 0,00
SEGMENT 1 1 0
REACH 2 !
00
SEGMENT 1 1 0
REACH 3 1
06
0.00
0.0
0.0 1 0+00
1+301
0.00
0.0 1 700.0 1 0.00
SEGMENT 1 1 0
REACH 4 1
i !
001 1.301 0.00
! I
0.0 1 100+0 1 0+00
SEGMENT 1 1 0
REACH 5 !
1
061 0+301
!
CALIBRATION MODE
0+00
0.0
50,0 1 0.00
ILL RATES ARE AT 23.3 DEGREES. C.
PARAMETERS

*** INPUT DATA SUMMARY ***
FLOW 1 ORGN 1 NH3N 1 NO3N 1 C&OD 1 D.Q. I C.S. I
CFS 1 MG/L 1 MG/L I MG/L 1 MG/L 1 MG/L 1 MG/L 1
I 1 1 1 1 1 1 1
SEGMENT 1 REACH 1 1 1 1 1 1 I 1 I
WASTE 1 0.001 0.001 0.001 0.001 0.001 0.001 0.001
HEADWAT RSI 1.301 2.701 0.141 0.611 5.001 7.801 0.001
TRIDUTA<Y 1 0.001 0.001 0.001 0.001 0.001 0.001 0.001
RUNOFF 1 0+001 0.001 0.001 0.001 0.001 0.001 0.001
I 1 1 1 1 I 1 1
SEGMENT 1 REACH 2 I 1 1 I 1 1 1 I
WASTE 1 17.521 26.401 0.001 0.741 77.001 0.901 0.001
TRIBUTARY 1 0.001 0.001 0.001 0.001 0.001 0.001 0.001
RUNOFF * 1 0.001 0.001 0.001 0.001 0.001 0.001 0.001
SEGMENT 1 REACH
WASTE
TRIBUTA
RUNOFF
I 1 1 1 1 1 1 I
3 1 1 1 1 1 1 1 I
I 0.001 0.001 0.001 0.001 0.001 0.001 0.001
'Y 1 1.551 2.701 0.141 0.611 5.001 7.801 0.001
I 0.061 2.701 0.141 0.611 5.001 7,801 0.001
1 I I 1 1 I 1 1
SEGMENT 1 REACH 4 1 1 1 1 1 1 1 1
WASTE 1 0.001 0.001 0.001 0.001 0.001 0.001 0.001
TRIBUTA'Y 1 0.001 0.001 0.001 0+001 0.001 0.001 0.001
RUNOFF 1 0+001 0.001 0.001 0.001 0.001 0.001 0.001
SEGMENT 1 REACH 5
WASTE
TRIBUTA 'Y
RUNOFF
1 1 1 1 1 1 I
I 1 1 1 1 1 1
0.001 0.001 0.001 0.001 0.001 0.001 0.001
0.001 0.001 0.001 0.001 0.001 0.001 0.001
0.061 2.701 0.141 0.611 5.001 7.801 0.00!
* RUNOFF FLOW IS IN CFS/MILE

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********** MODEL RESULTS **********
DISCHARGER
RECEIVING STREAM
****************
THE END U.O. IS
****************
THE END CBOD IS
****************
THE END NH3-N IS
****************
THE U.O. MIN. OF
THIS MINIMUM IS
WHICH IS LOCATED
:CANNON MILLS *1
:DYE BRANCH
*****************************************************
7.54 MG/L
******************?Kit*********************************
2.64 MG/L
*****************************************************
0.03 MG/L
*****************************************************
SEGMENT 1 IS 5.07 MG/L
OCATED AT SEGMENT MILEF'OINT 1.1
IN REACH NUMBER 3
THE WLA FOR SEGMENT 1 REACH 1 IS 0 MG/L OF CBOD
THE WLA FOR SEGM NT 1 REACH 1 IS 0 MG/L OF NH3-N
THE REQUIRED EFF DENT D.O. IS 0 MG/L
THE WASTEFLOW ENTERING SEG 1 REACH 1 IS 0 MGD
THE WLA FOR SEGMENT 1 REACH 2 IS 36 MG/L OF CBOD
THE WLA FOR SEGMENT 1 REACH 2 IS 0 MG/L OF NH3-N
THE REQUIRED EFFLUENT D.O. IS 6 MG/L
THE WASTEFLOW ENTERING SEG 1 REACH 2 IS 7 MGD
THE WLA FOR SEGMENT 1 REACH 3 IS 0 MG/L OF CBOD
THE WLA FOR SEGMENT 1 REACH 3 IS 0 MG/L OF NH3-N
THE REQUIRED EFFLUENT U.O. IS 0 MG/L
THE WASTEFLOW ENTERING SEG 1 REACH 3 IS 0 MGD
THE WLA FOR SEGME
THE WLA FOR SEGME
THE REQUIRED EFFL
THE WASTEFLOW ENT
NT 1 REACH 4 IS 0 MG/L OF CBOD
NT 1 REACH 4 IS 0 MG/L OF NH3-N
UENT U.O. IS 0 MG/L
ERING SEG 1 REACH 4 IS 0 MGD
THE WLA FOR SEGMENT 1 REACH 5 IS 0 MG/L OF CBOD
THE WLA FOR SEGMENT 1 REACH 5 IS 0 MG/L OF NH3-N
THE REQUIRED EFFLUENT D.O. IS 0 MG/L
THE WASTEFLOW ENTERING SEG 1 REACH 5 IS 0 MGD
*********************************************************************

DISCHARGER
RECEIVING STREAM
7010
DESIGN TEMPERATUIE
1LENG
!MILE
.
•
*** MODEL SUMMARY DATA ***
CANNON MILLS #1
DYE BRANCH
0.15 CFS
25.0 DEGREES C.
SUBBASIN YAD12
STREAM CLASS. C
WINTER 7010 : CFS
WASTEFLOW : 7 MGI+
THISLOPE 1 VELOCITY !DEPTH 1 M1 1 Kr ! Nr► 1 Krir 1 N2
S IFT/MI 1 FPS 1 FT 1 /DAY 1/DAY 1/DAY 1/DAY 1/DAY
SEGMENT 1
REACH 1
1
0.101 15.901
I 1
0.10
r
.3`"
1.53 1 1.53 1 0.00 1 0.00 1 5.24
SEGMENT 1
REACH
1
0.501 15.901
I 1
0.71 1 1.02 1 1.53 1 1.53 1 0.00 1 0.00 1 12.49
I I 1
SEGMENT 1 1 2.501 14.701
REACH 3 1 1 !
0.48
1.29 1 1.53 1 1.53 1 0,00 1 0.00 112.49
I 1 1 1 1 1 1 1
SEGMENT 1 1 3.0 10.901 0,45 1 1.36 1 1.53 1 1.53 1 0.00 1 0.00 110.03
REACH 4 1 1 1 1 1 1 1 1
T
SEGMENT 1 5.00 0.41 1 1.46 1 1.53 1.53 0.00 0.00 6.24
REACH 5
9.401
1

*** MODEL SUMMARY CONTINUED ***
SEGMENT 1.
REACH 1
1 RUNOFF 1 Kariset 1 Karthydra 1 Krih 1 hdri 1 VSS Kset
1CFS/MI1/DAY 1 /DAY IMG/M2/DAYIMG/M2/DAY1 /DAY
0.
SEGMENT 1
REACH 2
1
01 1.301 0.00
1
0.02
SEGMENT 1
REACH 3
SEGMENT 1
REACH 4
0.14
0.
14
SEGMENT 1 1 0.
REACH
0.0
0.0 1 0.00
0.00
0.00
0.00
0.0
0.0 1 0.00
0.0 1 757.4 1 0.00
0.0 1 108.2 1 0.00
1
141 0.301 0,00
1
0.0
54.1 1 0.00
ALL RATES ARE AT 25.0 DEGREES C.
SUMMER TEMP. MODEL FOR 7 MOD DISCHARGE AT OLD SITE

)K** INPUT DATA SUMMARY ***
FLOW 1 ORGN 1 NH3N 1 NO3N 1 CBOD 1 D.O. 1 C.S. 1
CFS 1 MG/L 1 MG/L 1 MG/L 1 MG/L 1 MG/L 1 MG/L 1
I 1 1 1 1 1 1 1
SEGMENT 1 REACH 1 1 1 1 1 1 1 1 1
WASTE 1 0.001 0.001 0.001 0.001 0.001 0.001 0.001
HEADWATERS I 0.151 2.701 0.141 0.611 5.001 7.561 0.001
TRIBUTA'Y 1 0.001 0.001 0.001 0.001 0.001 0.001 0.001
RUNOFF 1 0.001 0.001 0.001 0.001 0.001 0.001 0.001
I 1 1 1 I 1 1 1
SEGMENT 1 REACH ? 1 1 1 1 1 1 1 1
WASTE 1 10.851 26.401 0.001 0.741 36.001 6.001 0.001
TRIBUTA'Y 1 0.001 0.001 0.001 0.001 0.001 0.001 0.001
RUNOFF 1 0.021 2,701 0.141 0.611 5.001 7.561 0.001
SEGMENT 1 REACH
WASTE
TRIBUTA
RUNOFF
3
1 1 1 1 1 1 1
1 1 1 1 1 1 1
0.001 0.001 0.001 .0.001 0.001 0.001 0.001
0.771 2.701 0.141 0.611 5.001 7.561 0.001
0.141 2.701 0.141 0.611 5.001 7.561 0.00!
SEGMENT 1 REACH
WASTE
TRIBUTA
RUNOFF
4
'Y
1 1 1 1 1 1 1
1 1 1 1 1 1 I
0,001 0.001 0.001 0.001 0.001 0.001 0.001
0.001 0.001 0.00! 0.001 0.001 0.001 0.001
0.141 2.701 0,141 0.611 5.001 7.561 0.001
SEGMENT 1 REACH 5
WASTE
TRIBUTAIrY
RUNOFF *
1 1 1 1 1 1 1
1 1 1 1 1 1 1
0.001 0.001 0.001 0.001 0.001 0.001 0.001
0.001 0.001 0.001 0.001 0.00! 0.00! 0.001
0.141 2.701 0.141 0.611 5,001 7.561 0.001
* RUNOF
F FLOW IS IN CFS/MILE

********** MODEL RESULTS **********
DISCHARGER
RECEIVING STREAM
*****************
THE END D.O. IS
*****************
:CANNON MILLS $1
:DYE BRANCH
*****************************************************
7.18 MG/L
*****************************************************
THE END CBOD IS 3.79 MG/L
**********************************************************************
THE END NH3-N IS
*****************
THE D.O. MIN. OF
THIS MINIMUM IS L
WHICH IS LOCATED
THE WLA FOR SEGME
THE WLA FOR SEGME
THE REQUIRED EFFL
THE WASTEFLOW ENT
THE WLA FOR SEGME
THE WLA FOR SEGME
THE REQUIRED EFFL
THE WASTEFLOW ENT
0.02 MG/L
******************************************:**********
SEGMENT 1 IS 5.09 MG/L
OCATED AT SEGMENT MILEPOINT 1.35
IN REACH NUMBER 3
NT 1 REACH 1 IS 0 MG/L OF CBOD
NT 1 REACH 1 IS 0 MG/L OF NH3-N
UENT D.O. IS 0 MG/L
ERING SEG 1 REACH 1 IS 0 MGD
NT 1 REACH 2 IS 35 MG/L OF CBOD
NT 1 REACH 2 IS 0 MG/L OF NH3-N
UENT D.O. IS 6 MG/L
ERING SEG 1 REACH 2 IS 9 MGD
THE WLA FOR SEGMENT 1 REACH 3 IS 0 MG/L OF CBOD
THE WLA FOR SEGMENT 1 REACH 3 IS 0 MG/L OF NH3-N
THE REQUIRED EFFLUENT D.O. IS 0 MG/L
THE WASTEFLOW ENTERING SEG 1 REACH 3 IS 0 MGD
THE WLA FOR SEGMENT 1 REACH 4 IS 0 MG/L OF CBOD
THE WLA FOR SEGMENT 1 REACH 4 IS 0 MG/L OF NH3-N
THE REQUIRED EFFLUENT D.O. IS 0 MG/L
THE WASTEFLOW ENTERING SEG 1 REACH 4 IS 0 MGD
THE WLA FOR SEGMENT 1 REACH 5 IS 0 MG/L OF CBOD
THE WLA FOR SEGMENT 1 REACH 5 IS 0 MG/L OF NH3-N
THE REQUIRED EFFLUENT D.O. IS 0 MG/L
THE WASTEFLOW ENTERING SEG 1 REACH 5 IS 0 MGD
*********************************************************************

DISCHARGER
RECEIVING STREAM
7010
DESIGN TEMPERATUR
ILENG
IMILE
.
.
•
E 4
•
*** MODEL SUMMARY DATA ***
CANNON MILLS #1
DYE BRANCH
0.15 CFS
5.0 DEGREES C.
SUBBASIN YAD12
STREAM CLASS: C
WINTER 7010 : CFS
WASTEFLOW : 9 MGD
H I SLOPE ! VELOCITY 'DEPTH 1 K 1 1 Kr 1 Kri 1 Kri r 1 N2
IFT/MI 1 FPS 1 FT 1 /DAY 1/DAY 1/DAY /DAY /DAY
SEGMENT 1
REACH 1
1
0.101 15.901
1
0,10
0.32 1 1.53 11.51 1 0.00 1 0,00 1 5.24
SEGMENT 1
REACH 2
1
0,501 15.901
! 1
0.84
1,06 1 1.53 1 1.53 1 0.00 1 0.00 112.49
SEGMENT 1
REACH 3
1
2,50 1 14,701
1
0,56
1.33 1 1.53 ! 1.53 1 0.00 1 0,00 112.49
SEGMENT 1
REACH 4
,
1
01 10.901
I 1
0.52
1.40 1 1.53 1 1,53 1 0.00 1 0,00 110.03
I ! !
SEGMEItT 1 1 5. 0 1 9.401 0.47
REACH 5 1 1 l
1.51 1 1.53 1 1.53 1 0.00 1 0.00 1 6.24

*** MODEL SUMMARY CONTINUED ***
I RUNOFF 1 Kor,set I Norih dro 1 Drib 1 Kdri 1 VSS Kset
1CFS/MI1/DAY 1 /DAY IMG/M2/DAY1MG/M2/DAYI /DAY
1
SEGMENT 1 1 0+00l 1+301 0+00
REACH 1 1 1 1
0+0
040 1 0+00
SEGMENT 1
REACH 2
SEGMENT 1
REACH 3
0.
0+14
SEGMENT 1
REACH 4
0400
0+00
0.0
0+0 1 0+00
0.0 1 757+4 1 0+00
1
41 1+301 0+00
1
040 1 108+2 I 0+00
SEGMENT J.
REACH 5
+
1 1
41 0+301
1
0+00
0+0 1 54.1 1 0+00
ALL RATES ARE AT 25+0 DEGREES C.
SUMMER TEMP+ MODE_ FOR 9 MGD DISCHARGE AT OLD SITE

*** INPUT DATA SUMMARY ***
FLOW 1 ORGN 1 NH3N 1 NO3N I CBOU 1 D.O. 1 C.S. I
CFS 1 MG/L 1 MG/L 1 MG/L 1 MG/L 1 MG/L 1 MG/L 1
SEGMENT 1 REACH
WASTE
HEAUWAT
TRIBUTA
RUNOFF
1 l 1 1 1 I 1
1 1 1 1 I 1 1
0.001 0,001 0.001 0,001 0.001 0.001 0.001
0.151 2,701 0.141 0.611 5.001 7.561 0.001
0.001 0.001 0.001 0.001 0,001 0.001 0.001
0.001 0.001 0.001 0.001 0.001 0.001 0.001
I I 1 1 1 I I
SEGMENT 1 REACH 2 1 1 1 1 1 1 I 1
WASTE 1 13.951 26,401 0.001 0.741 35.001 6,001 0.001
TRIBUTARY 1 0.001 0.001 0.001 0.001 0.001 0.001 0.001
RUNOFF 1 0.021 2.701 0.141 0.611 5.001 7.561 0.001
SEGMENT 1 REACH
WASTE
TRIBUTA
RUNOFF
3
'Y
1 1 1 1 1 1 1
l 1 1 1 1 1 1
0.001 0.001 0.001 0,001 0.001 0.001 0.001
0.771 2.701 0.141 0.611 5.001 7.561 0.001
0.141 2.701 0.141 0.611 5.001 7.561 0.001
! I I 1 1 1 1 I
SEGMENT 1 REACH 4 1 1 I 1 I 1 •1 I
WASTE 1 0.001 0.001 0.001 0.001 0.001 0.001 0.001
TRIBUTA'Y 1 0.001 0.001 0.001 0.001 0.001 0.001 0,001
RUNOFF 1 0.141 2.701 0.141 0.611 5.001 7.561 0.001
I 1 1 1 1 1 I 1
SEGMENT 1 REACH 5 1 1 1 1 1 1 I 1
WASTE 1 0.001 0.001 0.001 0.001 0.001 0.001 0.001
TRIBUTARY 1 0.001 0.001 0.001 0.001 0.001 0.001 0.001
RUNOFF ! 0.141 2.701 0,141 0.611 5.001 7,561 0.001
* RUNOFF FLOW IS IN CFS/MILE

********** MODEL RESULTS **********
»
DISCHARGER
RECEIVING STREAM
�CANNON MILLS 41
�IRISH BUFFALO CREEK
***************** ****************************************************
THE END D,O^ IS
7.47 MG/L
**********************************************************************
THE END CBOD IS
THE END NH3-N IS
2^84 MG/L
O^O3 MG/L
*****************~****************************************************
THE D^O. MIN^ OF --E8MENT 1 IS 5^09 MG/L
THIS MINIMUM IS L,ICATED AT SEGMENT MILEPOINT 1.6
WHICH IS LOCATED IN REACH NUMBER 3
"
THE WLA FOR SEGME T 1 REACH 1 IS 0 MG/L OF CBOD
THE WLA FOR SEGME'T 1 REACH 1 IS 0 MG/L OF NH3-N
THE REQUIRED EFFL ENT D^O, IS O MG/L
THE WASTEFLOW ENT| RING SEG 1 REACH 1 IS O MGD
THE WLA FOR SEGME T 1 REACH 2 IS O MG/L OF CBOD
THE WLA FOR SEGME T 1 REACH 2 IS 0 MG/L OF NH3-N
THE REQUIRED EFFL ENT D.O. IS O MG/L
THE WASTEFLOW ENT��RING SEG 1 REACH 2 IS O M0D
THE WLA FOR SEGME"T 1 REACH 3 IS 36 MG/L OF CBOD
THE WLA FOR SEGMNT 1 REACH 3 IS 0 MG/L OF NH3-N
THE REQUIRED EFFLUENT D^O^ IS 6 MG/L
THE WASTEFLOW ENTERING SEG 1 REACH 3 IS 7 MGD
THE WLA FOR SEGME T 1 REACH 4 IS O MG/L OF CBOD
THE WLA FOR GEGME T 1 REACH 4 IS O MG/L OF NH3-N
THE REQUIRED EFFL ENT D,O^ IS O MG/L
THE WASTEFLOW ENTERING SEG 1 REACH 4 IS O MGD
THE WLA FOR SEGME T 1 REACH 5 IS 0 MG/L OF CBOD
THE WLA FOR SEGMENT 1 REACH 5 IS O MG/L OF NH3-N
�
THE REQUIRED EFFLuENT D^O^ IS O MG/L
THE WASTEFLOW ENTERING 8E0 1 REACH 5 IS 0 MGD

1 LENCTJA 1 S.LOPE : 1 VELOCITY !DEPTH ! K1 1 Kr ! Krr ! Nr r I K2
1 MILES 1 FT/MI 1 FPS 1 FT 1 /DAY I /x'AY 1 /DAY 1 /TDAY I /DAY
?SEGMENT 1. ! 0.
REACH 1 1
1 1
101 15.901 0+10 0.32 1,53 1.53 0.00 0.00 5.24
I 1
! 1 1 1 1 1 1 1 1
SEGMENT 1 1 0.501 15,901 0.10 l 0.3 1 1.53 1 1.53 1 0.00 1 0.00 112.49
REACH 2 I 1 1 1 ! 1 1 1 !
I 1 1 1 1 1 1 1 1
SEGMENT 1 I 2.501 14.701 0.48 1 1+29 1 1+53 1 1.53 1 0.00 1 0.00 112.49
REACH 3 1 1 1 1 I 1 1 1 1
1 1 1 1 1 1 1 I 1
SEGMENT 1 1 3.001 10.901 0.45 1 1.36 1 1.53 1 1.53 ! 0.00 1 0.00 110.03
REACH 4 1 1 1 1 1 1 1 1 1
! 1 1 1 1 I I I
SEGMENT 1 5.001 9.401 0.41 1 1+46 11.53 1 1.53 1 0.00 1 0.00 1 6.24
REACH 5 1 1 ! 1 l 1 1 !

*** MODEL SUMMARY CONTINUED ***
SEGMENT 1
REACH 1
1 RUNOFF 1 Konset 1 Korihvdro 1 Krcb 1 Kdri 1 VSS Kset
1CFS/MI1/DAY 1 /DAY 1MG/M2/DAYIMG/M2/DAY1 /DAY
1
0.001 1.301 0.00
!
0.0
0.0 1 0.00
SEGMENT 1
REACH 2
1 1
0.021 1.301 0.00
1
SEGMENT
REACH
0.0
0.0 1 0.00
0.
1
141 1.301
1
SEGMENT 1
REACH 4
0.
0.00
0.0 1 757.4 1 0.00
1
14! 1.301 0.00
0.0 1 108.2 1 0.00
SEGMENT 1 1 0.
REACH 1
1
141 0.301
1
0.00
0.0 1 54.1 1 0.00
ALL RATES ARE AT 25.0 DEGREES C .
SUMMER TEMP. MODEL FOR 7 MGD AT PROPOSED SITE

*** INPUT DATA SUMMARY ***
FLOW 1 ORGN 1 NH3N 1 NO3N 1 CDOD 1 D.O. 1 C,S. 1
CFS 1 MG/L 1 MG/L 1 MG/L 1 MG/L 1 MG/L 1 MG/L 1
! 1 1 1 1 1 1 1
SEGMENT 1 REACH 1 1 1 1 1 1 1 1 1
WASTE I 0.001 0,001 0.001 0.001 0.001 0.001 0,001
HEADWATERS I 0.151 2.701 0.141 0.611 5.001 7.561 0.001
TRIBUTARY 1 0.001 0.001 0.001 0,001 0.001 0.001 0.001
RUNOFF 1 0.001 0.001 0.001 0.001 0.001 0.001 0.001
SEGMENT 1 REACH
WASTE
TRIBUTA
RUNOFF
2
RY
*
1 1 1 1 1 1 1
1 1 1 1 1 1 I
0,001 0.001 0.001 0.001 0.001 0,001 0.001
0.001 0.001 0.001 0.001 0.001 0.001 0.001
0.021 2.701 0.141 0,611 5.001 7.561 0.001
SEGMENT 1 REACH
WASTE
TRIBUTA
RUNOFF
f 1 1 1 1 1 1 1
3 1 1 1 1 1 1 1 I
f 10.851 26.401 0.001 0.741 32.001 5.001 0,001
RY 1 0.771 2.701 0.141 0.611 5.001 7.561 0.001
* 1 0.141 2.701 0.141 0.611 5.001 7,561 0.001
SEGMENT 1 REACH
WASTE
TRIBUTA
RUNOFF
I 1 1 1 1 1 1 1
4 1 1 1 1 1 1 1 1
I 0.001 0.001 0,001 0.001 0.001 0.001 0.001
RY 1 0.001 0.001 0.001 0.001 0.001 0.001 0.001
* 1 0.141 2.701 0.141 0,611 5.001 7.561 0.001
SEGMENT 1 REACH
WASTE
TRIBUTA
RUNOFF
I 1 1 1 1 1 1 I
5 1 I I I I I 1 I
I 0.001 0.001 0.001 0.001 0,001 0.001 0.001
RY 1 0.001 0.001 0.001 0.001 0.001 0.001 0.001
* 1 0.141 2.701 0.141 0.611 5.001 7.561 0.001
* RUN
FF FLOW IS IN CFS/MILE

********** MODEL RESULTS **********
DISCHARGER
RECEIVING STREAM
*****************
THE END D.O. IS
*****************
THE END CBOD IS
*****************
THE END NH3-N IS
:CANNON MILLS *:!
:IRISH BUFFALO CREEK
************************************************ :****
7,07 MG/L
**********************:******************************
4.14 MG/L
****************************************************
0.02 MG/L
*****************K****************************************************
THE D.O. MIN. OF SEGMENT 1 IS 5.05 MG/L
THIS MINIMUM IS L CATED AT SEGMENT MILEPOINT 1.85
WHICH IS LOCATED N REACH NUMBER 3
THE WLA FOR SEGME T 1 REACH 1 IS 0 MG/L OF CBOD
THE WLA FOR SEGME T 1 REACH 1 IS 0 MG/L OF NH3-N
THE REQUIRED EFFL ENT D.O. IS 0 MG/L
THE WASTEFLOW ENT RING SEG 1 REACH 1 IS 0 MGI:i
THE WLA FOR SEGMENT 1 REACH 2 IS 0 MG/L OF CBOD
THE WLA FOR SEGMENT 1 REACH 2 IS 0 MG/L OF NH3-N
THE REQUIRED EFFLUENT U.O. IS 0 MG/L
THE WASTEFLOW ENTERING SEG 1 REACH 2 IS 0 MGD
THE WLA FOR SEGMENT 1 REACH 3 IS 36 MG/L OF CBOD
THE WLA FOR SEGMENT 1 REACH 3 IS 0 MG/L OF NH3-N
THE REQUIRED EFFLUENT U.O. IS 6 MG/L.
THE WASTEFLOW ENT RING SEG 1 REACH 3 IS 9 MOLI
THE WLA FOR SEGME T 1 REACH 4 IS 0 MG/L OF CBOD
THE WLA FOR SEGMENT 1 REACH 4 IS 0 MG/L OF NH3-N
THE REQUIRED EFFL ENT D.O. IS 0 MG/L.
THE WASTEFLOW ENT RING SEG 1 REACH 4 IS 0 MGD
THE WLA FOR SEGME T 1 REACH 5 IS 0 MG/L OF CBOD
THE WLA FOR SEGME T 1 REACH 5 IS 0 MG/L OF NH3-N
THE REQUIRED EFFLUENT U.O. IS 0 MG/L.
THE WASTEFLOW ENT RING SEG 1 REACH 5 IS 0 MGD
*****************•****************************************************

DISCHARGER
RECEIVING STREAM
7010
DESIGN TEMF'ERATUR
.
.
.
.
.
.
.
*** MODEL SUMMARY DATA ***
CANNON MILLS 41
IRISH BUFFALO CR
0.93 CFS
25.0 DEGREES C.
SUBBASIN
+
.
STREAM CLASS:
WINTER 7010
WASTEFLOW
YAD12
C
CFS
9 MGD
1LENG7H1SLOPE 1 VELOCITY (DEPTH 1 K1 1 Kr 1 Kri 1 Krrr 1 K2
I MILE3 1 FT/MI 1 FF'S 1 FT 1 /DAY 1 /DAY 1 /DAY 1 /DAY 1 /DAY
SEGMENT 1
REACH 1
.
I 1
01 15.901
0,10
0.32 1 1.53 1 1.53 1 0.00 1 0,00 1 5.24
SEGMENT 1
REACH 2
0.50
SEGMENT 1
REACH 3
2,50
0.10
3 2
1.53 1 1.53 1 0.00 1 0.00 112.49
0.56
1.33 1 1.53 1 1.53 1 0.00 1 0.00 112.49
SEGMENT 1
REACH 4
.
1
01 10.901
1
0.52
1.40 1 1.53 1 1,53 1 0.00 1 0.00 110.03
SEGMENT 1
REACH 5
5.
1 1
01 9.401
1
0.47
1.51 1 1.53 1 1,53 1 0,00 1 0.00 1 6,24

*** MODEL SUMMARY CONTINUED ***
I RUNG F 11roriset 1 Korihwdro 1 Nrub 1 Kdri 1 VSS Kset
1CFSI II/DAY 1 /DAY IMG/M2/DAYIMG/M2/DAY1 /DAY
SEGMENT 1
REACH 1
1 1 1
01 1.301 0.00 1 0.0
1 1 1
0.0 1 0.00
SEGMENT 1
REACH 2
.
1 1
?I 1.301 0.00
1 1.
1 1 1
SEGMENT 1 1 0.141 1.301 0.00
REACH 3 1 , 1 1
SEGMENT
REACH
0.0
0.0 1 0400
0.0 1 757.4 1 0.00
I 1
0.141 1.301
1 1
0.00
0.0
SEGMENT 1
i 1
0.141 0.301
REACH 5 1 1 1
108.2 1 0.00
0.00
0.0 l 54.1 1 0.00
ALL RATES ARE AT 25.0 DEGREES C.
SUMMER MODEL TEMP. AT 9 MGD AT ALTERNATIVE SITE

*** INPUT DATA SUMMARY ***
FLOW 1 ORGN 1 NH3N 1 NO3N l CBOD 1 D.O. 1 C.S. I
CFS 1 MG/L 1 MG/L 1 MG/L 1 MG/L 1 MG/L 1 MG/L 1
SEGMENT 1 REACH
WASTE
HEADWAT
TRIBUTA
RUNOFF
1 1 1 1 1 1 1 1
1 1 1 1 1 1 1 1 1
I 0.001 0.001 0.001 0.001 0.001 0.001 0.001
ERSI 0.151 2.701 0.141 0.611 5.001 7.561 0.001
RY 1 0.001 0.001 0.001 0.001 0.001 0.001 0.001
* ! 0.001 0.001 0.001 0.001 0.001 0.001 0.001
1 1 1 1 1 1 I
SEGMENT 1 REACH 2 1 1 1 1 1 1 1 1
WASTE 1 0.001 0.001 0.001 0.001 0.001 0.001 0.001
TRIBUTA'Y 1 0.001 0.001 0.001 0.001 0.001 0.001 0.001
RUNOFF 1 0.021 2.701 0.141 0.611 5.001 7.561 0.001
! 1 I 1 1 I 1 1
SEGMENT 1 REACH 3 1 1 1 1 1 1 1 I
WASTE 1 13.951 26.401 0.001 0.741 31.001 5.001 0.001
TRIBUTA'Y 1 0.771 2.701 0.141 0.611 5.001 7.561 0.001
RUNOFF 1 0.141 2.701 0.141 0.611 5.001 7.561 0.001
I 1 1 1 1 1 1 1
SEGMENT 1 REACH 4 1 1 1 1 1 1 I 1
WASTE 1 0.001 0.001 0.001 0.001 0.001 0.001 0.001
TRIBUTA1Y 1 0.001 0.001 0.001 0.001 0.001 0.001 0.001
RUNOFF I 0.141 2.701 0.141 0.611 5.001 7.561 0.001
! 1 1 1 1 1 1 1
SEGMENT 1 REACH 5 1 I 1 1 1 1 ! I
WASTE 1 0.001 0.001 0.001 0.001 0.001 0.001 0.001
TRIBUTA'Y 1 0.001 0.001 0.001 0.001 0.001 0.001 0.001
RUNOFF 1 0.141 2.701 0.141 0.611 5.001 7.561 0.001
* RUNOFF FLOW IS IN CFS/MILE

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36

********** MODEL RESULTS **********
'
DISCHARGER �CANNON MILLS 01
RECEIVING STREAM �DYE BRANCH
**********************************************************************
THE END D^O. IS 8^18 MG/L
**********************************************************************
THE END CBOD IS 8^81 MG/L '
THE END NH3-N IS 0^07 MG/L
**********************************************************************
THE D^O^ MIN^ OF SEGMENT 1 IS 5.10 MG/L
THIS MINIMUM IS LOCATED AT SEGMENT MILEPOINT 0~1
WHICH IS LOCATED IN REACH NUMBER 2
THE WLA FOR 8EGM NT 1 REACH 1 IS O MG/L OF CBOD
THE WLA FOR SEGMENT 1 REACH 1 IS 0 MG/L OF NH3-N
THE REQUIRED EFFLUENT 11104 IS O MG/L
THE WASTEFLOW ENTERING SEG 1 REACH 1 IS 0 MGD
THE WLA FOR SEGMENT 1 REACH 2 IS 50 MG/L OF CBOD
THE WLA FOR SEGMENT 1 REACH 2 IS 0 MG/L OF NH3-N
THE REQUIRED EFFLUENT D^O^ IS 5 MG/L
THE WASTEFLOW ENTERING SEG 1 REACH 2 IS 7 MGD
THE WLA FOR SEGMENT 1 REACH 3 IS O MG/L OF CBOD
THE WLA FOR SEGMENT 1 REACH 3 IS 0 MG/L OF NH3-N
THE REQUIRED EFFLUENT D^O^ IS 0 MG/L
THE WASTEFLOW ENTERING SEG 1 REACH 3 IS 0 MGD
THE WLA FOR SEGMENT 1 REACH 4 IS O MG/L OF CBOD
THE WLA FOR SEGMENT 1 REACH 4 IS O MG/L OF NH3-N
THE REQUIRED EFFLUENT D^O^ IS O MG/L
THE WASTEFLOW ENTERING SEG 1 REACH 4 IS O MGD
THE WLA FOR SEGMENT 1 REACH 5 IS O MG/L OF CBOD
THE WLA FOR SEGMENT 1 REACH 5 IS 0 MG/L OF NH3-N
THE REQUIRED EFFLUENT D^O^ IS O MG/L
THE WASTEFLOW ENTERING SEG 1 REACH 5 IS 0 MGD

DISCHARGER
RECEIVING STREAM
7010
DESIGN TEMPERATUR
1LENG
IMILE
a
+
E +
*** MODEL SUMMARY DATA ***
CANNON MILLS *1
DYE BRANCH
CFS
15+0 DEGREES C.
SUBBASIN t YAD12
STREAM CLASS C
WINTER 70.10 . 0.26 Cl-
WA6TEFLOW : 7 MOD
TH I SLOPE I VELOCITY !DEPTH ! K1 1 Kr ! Krs ! Xrir ! K2
S 1FT/MT 1 FF'S 1 FT 1 /DAY 1/DAY /DAY 1/DAY 1/DAY
SEGMENT 1
REACH 1
0.
1
101 15.901
I I
0.'10
0.42 1 0.97 1 0+97 1 0.00 1 0.00 14.22
SEGMENT 1.
REACH
0+
! 1
501 15+901
1 1
0.72
1.02 1 0.97 1 0.97 1 0.00 1 0.00 110.05
SEGMENT 1 1 2.
REACH 3 1
1 1
501 14.701
1
0+57
1.33 1 0.97 1 0.97 1 0+00 1 0+00 110.05
SEGMENT 1
REACH 4
3.
1
001 10.901
1
0,5
SEGMENT 1
REACH 5
1.42 1 0.97 1 0.97 1 0.00 10.00 1 8.07
5,
1
001 9.401 0.54
1.55 1 0+97 1 0.97 1 0.00 1 0.00 1 5.02

*** MODEL_ SUMMARY CONTINUED ***
1RUN
ICFS
FF I Noriset 1 Konhyd ro I Knb 1 kclr, I VSS Kset
MI1/DAY 1 /DAY 1MG/M2/DAYIMG/M2/DAY1 /DAY
SEGMENT 1
REACH 1
0.
1
001 1.301 0.00
1
SEGMENT 1 I 0,
REACH 2 1
1 1
04i 1.301 0,00
1 1
SEGMENT 1
REACH 3
0.
1
621 1.301 0.00
0.0
0.0
0.0 1 0.00
0.0 1 0.00
0.0 1 478.5 1 0.00
SEGMENT
REACH
1
0.
1
621 1.301 0,00
1
0.0 1 68.4 1 0.00
SEGMENT 1
REACH 5
1 1
0.621 0.301 0.00
1 1
0.0
34.E 1 0.00
ALL RATES ARE AT 15.0 DEGREES C.
WINTER MODELS 7 MGD AT OLD SITE

>K** INPUT DATA SUMMARY ***
FLOW 1 ORGN 1 NH3N 1 NO3N 1 CBOI1 1 £►+0+ 1 C. S. 1
CFS 1 MG/L 1 MG/L 1 MG/L 1 MG/L 1 MG/L 1 MG/L 1
1 l 1 1 I 1 1 1
SEGMENT 1 REACH 1 1 1 1 1 1 1 1 1
WASTE 1 0.001 0+001 0+001 0.001 0.001 0.001 0.001
HEADWAT RSI 0+261 2+701 0.141 0+611 5.001 9+201 0.001
TRIBUTA`Y 1 0.001 0+001 0+001 0+001 0.001 0.001 0.001
RUNOFF I 0.001 0.001 0+001 0+001 0+001 0.001 0+001
1 1 1 1 1 1 1 1
SEGMENT 1 REACH 2 1 1 1 1 1 1 1 1
WASTE 1 10.351 26+401 0.001 0+741 50+001 5+001 0+001
TRIBUTARY 1 0.001 0+001 0+001 0,001 0.001 0.001 0+001
RUNOFF * 1 0+041 2+701 0+141 0+611 5.001 9.201 0+001
1 1 1 1 1 1 1 1
SEGMENT 1 REACH 3 1 1 1 1 1 1 1 1
WASTE 1 0+001 0,001 0+001 04001 0+001 0+001 0.001
TRIBUTARY 1 3.201 2.701 0+141 0.611 5+001 9+201 0+001
RUNOFF * 1 0+621 2.701 0.141 0+611 5+001 9+201 0+001
SEGMENT 1 REACH 4
WASTE
TRIBUTARY
RUNOFF
1 1 1 1 1 1 1
1 1 1 1 1 1 1
0+001 0+001 0+001 0+001 0+001 0.001 0+001
0.001 0+001 0.001 0.001 0.001 0.001 0+001
0+621 2+70 1 0.141 0.611 5+00 1 9.20 1 0+001
1 1 1 1 1 1 1
SEGMENT 1 REACH 5 1 1 1 1 1 1 1 I
WASTE 1 0.001 0.001 0+001 0+001 0.001 0+001 0+001
TRIBUT RY 1 0+001 0+001 0.001 0+001 0.001 0.001 0.001
RUNOFF * 1 0+621 2+701 0.141 0+611 ;+001 9.201 0.001
* RUNOFF FLOW IS IN CFS/MILE

********** MODEL RESULTS **********
DISCHARGER
RECEIVING STREAM
****************
THE END D.O. IS
****************
THE END CBOD IS
****************
THE END NH3-N IS
****************
THE D.O. MIN. OF
THIS MINIMUM IS
WHICH IS LOCATED
THE WLA FOR SEGM
THE WLA FOR SEGM
THE REQUIRED EFF
THE WASTEFLOW EN
:CANNON MILLS 41
:DYE BRANCH
*****************************************************
7.72 MG/L
*****************************************************
10.99 MG/L
*****************************************************
0.06 MG/L
*****************************************************
SEGMENT 1 IS 5.O8 MG/L
OGATED AT SEGMENT MILEPOINT 0.1
IN REACH NUMBER 2
NT 1 REACH 1 IS 0 MG/L OF CBOD
NT 1 REACH 1 IS 0 MG/L OF NH3--N
UENT D.O. IS 0 MG/L
ERING SEG 1 REACH 1 IS 0 MGD
THE WLA FOR SEGMENT 1 REACH 2 IS 50 MG/L OF CBOD
THE WLA FOR SEGM NT 1 REACH 2 IS 0 MG/L OF NH3-N
THE REQUIRED EFF UENT D.O. IS 5 MG/L
THE WASTEFLOW EN EKING SEG 1 REACH 2 IS 9 MGD
THE WLA FOR SEGMENT 1 REACH 3 IS 0 MG/L OF CBOD
THE WLA FOR SEGMENT 1 REACH 3 IS 0 MG/L OF NH3-N
THE REQUIRED EFFLUENT D.O. IS 0 MG/L
THE WASTEFLOW ENTERING SEG 1 REACH 3 IS 0 MGD
THE WLA FOR SEGMENT 1 REACH 4 IS 0 MG/L OF CBOD
THE WLA FOR SEGMENT 1 REACH 4 IS 0 MG/L OF NH3-N
THE REQUIRED EFFLUENT D.O. IS 0 MG/L
THE WASTEFLOW ENTERING SEG 1 REACH 4 IS 0 MOD
THE WLA FOR SEGMENT 1 REACH 5 IS 0 MG/L OF CBOD
THE WLA FOR SEGMENT 1 REACH 5 IS 0 MG/L OF NH3-N
THE REQUIRED EFFLUENT D.O. IS 0 MG/L
THE WASTEFLOW ENTERING SEG 1 REACH 5 IS 0 MGD
**********************************************************************

DISCHARGER
RECEIVING STREAM
7010
DESIGN TEMPERATU.F
E + f
*** MODEL SUMMARY DATA ***
CANNON MILLS e1
LYE BRANCH
CFS
15.0 DEGREES C.
1LENGTH1SLQPE
1 MIL' S 1 FT/MI
SEGMENT 1
REACH 1
1
0+101 15.901
1
VELOCITY 'DEPTH
FPS 1 FT
SEGMENT 1
REACH 2
0+10
SUBBASIN f
STREAM CLASS:
WINTER 7010 °.
WASTEFLOW
YALi12
C
0,26 CFS
9 MGLI
K1 1 Kr 1 Nr, 1 Nrrr 1 K2
/LEAY 1 /DAY 1 /LDAY I /LAY 1 /DAY
0+42 1 0,97 1 0.97 10.00 1 0.00 1 3,59
1
0+501 15.901
1
SEGMENT 1
REACH 3
0.85
1.06 1 0.97 1 0.97 1 0+00 1 0,00 110,05
1
2+501 14.701
0+64
1.37 1 0.97 1 0.97 1 0,00 1 0.00 110f05
SEGMENT 1
REACH 4
3,
1
001 10.901
1
0.62
1.46 1 0.97 1 0.97 10,00 1 0.00 1 8+07
SEGMENT 1 1 5
REACH 5 I
1
001 9,401
1
0,9
1.59 1 0,97 1 0+97 1 0+00 1 0.00 l 5+02

•
*** MODEL SUMMARY CONTINUED ***
1 RUNU F I !case• I Kcal dro 1 Nrtb 1 Kdrr 1 VSS Kset
1 CFS/ 1I 1 /DAY 1 /DAY I HG/M2/DAY I MG/M2/EiAY l /DAY
1
SEGMENT 1 1 0.00 I 1.301 0.00
REACH 1 I 11 1
r
0+0
0.0 1 0.00
SEGMENT 1
REACH 2
.
1
41 1.301 0.00
! 1
0.0
0.0 1 0.00
i ! 1
SEGMENT 1 1 0.62 1 1.301 0.00
REACH 3 1 1 1
SEGMENT 1
REACH 4
0.
62
1.301
SEGMENT 1 1 0.
REACH r !
62 x�.
1
0.301
0.0 1 478.5 1 0.00
0+00
0.00
0.0 I 68.4 1 0.00
0.0
0.2 l 0.00
ALL RATES ARE AT 15+0 DEGREES C.
WINTER MODEL, 9 MGD AT OLD SITE

*** INPUT DATA SUMMARY ***
FLOW 1 ORGN I NH3N 1 NO3N 1 CBOD 1 D.O. 1 C.S. 1
CFS 1 MG/L 1 MG/L 1 MG/L 1 MG/L I MG/L 1 MG/L 1
SEGMENT 1 REACH
WASTE
HEABWAT
TRIBUTA
RUNOFF
l 1 1 1 1 1 1 1
1 1 1 1 1 1 I 1 1
1 0.001 0,001 0.001 0.001 0+001 0.001 0.001
ERSI 0+261 2+701 0.141 0,611 5.001 9.201 0+001
RY 1 0.001 0+001 0.001 0.001 0+001 0+001 0+001
* 1 0+001 0.001 0.001 0.001 0.001 0+001 0.001
SEGMENT 1 REACH
WASTE
TRIBUTA
RUNOFF
1 ! 1 1 1 1 1 1
2! 1 1 1 1 1 1 1
1 13.951 26.401 0.001 0+741 50.001 5.001 0+001
RY 1 0.001, 0+001 0+001 0+001 0.001 0+001 0.001
* 1 0+041 2.701 0.141 0.611 5+001 9.201 0+001
SEGMENT 1 REACH
WASTE
TRIBUT
RUNOFF
! 1 I I 1 I I I
u 1 1 1 1 ! 1 1 1
1 0.001 0+001 0.001 0.001 0001 0.001 0.001
RY 1 3.201 2.701 0.141 0.61! 5.00E 9.201 0.001
* 1 0+621 2.701 0.141 0.61E 5+001 9.201 0.00!
SEGMENT 1 REACH
WASTE
TRIBUT
RUNOFF
I 1 1 1 1 1 1 1
4 1 1 1 1 I 1 1 1
l 0.001 0+001 0.001 0+00! 0.001 0.001 0,001
RY ! 0+001 0.001 0.001 0.001 0+001 0.001 0+001
* 1 0.621 2.701 0+ 14 1 0.61 1 5.001 9.201 0.001
SEGMENT 1 REACH
WASTE
TRIBUT
RUNOFF
1 1 1 1 1 1 1 1
5 1 1 1 1 1 1 1 1
l 0.00E 0.00E 0+001 0.00E 0.00! 0.00E 0.001
RY 1 0.001 0.001 0+001 0+001 0.001 0+001 0+001
1 0+621 2+701 0+141 0+611 J.001 9.201 0.00!
* wRUNdFFrrFLOWW ISIN CFS/MILE

********** MOREL RESULTS **********
DISCHARGER
RECEIVING STREAM
:CANNON MILLS i1
:IRISH BUFFALO CR
***************** ************************************** '*************
THE END D.O. IS
*****************
THE END CBOD IS
*****************
6+80 MG/L
****************************************************
14.82 MG/L
****************************************************
THE END NH3--N IS 0.07 MG/L
**********************************************************************
THE D.O. MIN. OF SEGMENT 1 IS 5.09 MG/L.
THIS MINIMUM IS LOCATED AT SEGMENT MILEPOINT 1.85
WHICH IS LOCATED IN REACH NUMBER 3
THE WLA FOR SEGMENT 1 REACH 1 IS 0 MG/L OF CBOD
THE WLA FOR SEGM NT 1 REACH 1 IS 0 MG/L OF NH3-N
THE REQUIRED EFF UENT D.O. IS 0 MG/L
THE WASTEFLOW EN EKING SEG 1 REACH 1 IS 0 MGD
THE WLA FOR SEGM NT 1 REACH 2 IS 0 MG/L OF CBOD
THE WLA FOR SEGM NT 1 REACH 2 IS 0 MG/L OF NH3-N
THE REQUIRED EFF UENT D.O. IS 0 MG/L
THE WASTEFLOW ENTERING SEG 1 REACH 2 IS 0 MGD
THE WLA FOR SEGMENT 1 REACH 3 IS 84 MG/L OF CBOD
THE WLA FOR SEGM NT 1 REACH 3 IS 0 MG/L OF NH3-N
THE REQUIRED EFF UENT D.O. IS 5 MG/L.
THE WASTEFLOW EN EKING SEG 1 REACH 3 IS 7 MGD
THE WLA FOR SEGM NT 1 REACH 4 IS 0 MG/L OF CBOD
THE WLA FOR SEGM NT 1 REACH 4 IS 0 MG/L OF NH3-N
THE REQUIRED EFF UENT D.O. IS 0 MG/L
THE WASTEFLOW ENTERING SEG 1 REACH 4 IS 0 MGI:'
THE WLA FOR SEGMENT 1 REACH 5 IS 0 MG/L OF CBOD
THE WLA FOR SEGMENT 1 REACH 5 IS 0 MG/L OF NH3-N
THE REQUIRED EFFLUENT D.O. IS 0 MG/L.
THE WASTEFLOW ENTERING SEG 1 REACH 5 IS 0 MGD
**********************************************************************

DISCHARGER
RECEIVING STREAM
7010
DESIGN TEMPERATUR
1LENG
!MILE
*** MODEL SUMMARY DATA YP*
CANNON MILLS *:1.
IRISH BUFFALO CR
CFS
1 5 4 0 DEGREES C.
OUBBA3 I N
STREAM CLASS:
WINTER 7010 t
WASTEFLOW
YAD12
C
3.9 CFS
7 MGD
TH 1 SLOPE 1 VELOCITY 1 DEPTH 1 K 1 1 Kr 1 Kri 1 Nri r 1 K2
S 1 FT/MI 1 FPS 1 FT 1 /DAY 1 /DAY 1 /LAY I /DAY 1 /tu Y
SEGMENT 1
REACH 1
1 1
0,101 15,901
1 1
SEGMENT 1
REACH 2
SEGMENT 1
REACH 3
0.
0,10
0.42 1 0.97 1 0.97 1 0.00 1 0.00 1 4.22
1
501 13.901 0.10
1
1
2.501 14+701
1
SEGMENT 1
REACH 4
0.42 1 0.97 1 0.97 1 0+00 1 0.00 110.05
0.57
1.33 1 0.97 1 0.97 1 0+00 1 0.00 110.05
1 1
3.001 10.901
1 1
045;
1.42 1 0.97 1 0497 1 0.00 1 0,00 1 8.07
SEGMENT 1
REACH 5
1J 4
1
001 9.401
1 1
0454
1.55 1 0.97 1 0.97 1 0+00 1 0+00 1 5.02

*** MODEL SUMMARY CONTINUED ***
1 RUN0 = F 1 Koruset 1 Norihvd ro 1 Krih 1 • Kdn 1 VSS {set
I CFS/`1I 1 /DAY 1 /DAY I MG/M2/DAY 1 MG/Ma/t'AY 1 /DAY
SEGMENT 1
REACH 1
1
01 1.301 0.00
1 1
0.0
1
SEGMENT 1 1 0. 4 1 1.301 0.00
REACH 2 1 1 1
0.0
0.0 1 0.00
0.0 1 0.00
SEGMENT 1
REACH 3
SEGMENT 1
REACH 4
0.16
0.00
0.00
0.0 1 478.5 1 0.00
SEGMENT 1
REACH 5
1
0.1621 0.301 0.00
1
0.0 1 68.4 1 0.00
0.0
34.2 1 0.00
WINTER MODEL, 7 i4
ALL RATES ARE AT 15.0 DEGREES C.
GO AT ALTERNATIVE SITE

*** INPUT DATA SUMMARY ***
FLOW 1 ORGN 1 NH3N 1 NO3N 1 CBOT+ 1 D.O. 1 C.S. 1
CFS 1 MG/L 1 MG/L. 1 MG/L 1 MG/L 1 MG/L 1 MG/L 1
I 1 1 1 I 1 1 1
SEGMENT 1 REACH 1 1 1 I 1 I 1 1 • 1
WASTE 1 0.001 0.001 0.001 0.001 0.001 0.001 0.001
HEABWAT RSI 0.261 2+701 0.141 0.611 5+001 9.201 0.001
TRIBUTARY 1 0.001 0.001 0.001 0.001 0.001 0.001 0.001
RUNOFF * 1 0.001 0.001 0.001 0.001 0.001 0.001 0.001
SEGMENT 1 REACH
WASTE
TRIBUTA
RUNOFF
! 1 1 1 1 1 1 1
2 1 1 1 1 I 1 1 1
! 0+001 0.001 0.001 0.001 0.001 0+001 0.001
RY 1 0.001 0.001 0.001 0.001 0.001 0.001 0.001
* 1 0.041 2.701 0+141 0.61E 5.00E 9.201 0.001
I 1 1 1 1 1 1 1
SEGMENT 1 REACH 3 1 1 1 1 1 1 1 .1
WASTE 1 10.851 26.401 0.001 0.74E 84.001 5.001 0.001
TRIBUTARY 1 3.201 2.701 0.141 0.61I 5.001 9+201 0.001
RUNOFF(* 1 0.621 2.701 0.141 0.61E 5.001 9.201 0.001
SEGMENT 1 REACH
WASTE
TRIBUT
RUNOFF
1 1 1 1 1 1 1 1
4 1 1 1 1 1 1 1 1
! 0.001 0.001 0.001 0.001 0.001 0.001 0.001
RY 1 0+001 0.001 0.001 0.001 0.001 0.001 0.001
* 1 0.621 2.701 0.141 0.611 5.001 9.201 0.001
SEGMENT 1 REACH
WASTE
TR I BUT
RUNOFF
1 1 1 1 1 1 1
5 I 1 1 1 1 1 1. 1
1 0.001 0.001 0.001 0.001 0.001 0.001 0.001
RY 1 0.001 0.001 0.001 0.001 0.001 0.001 0.001
* 1 0.621 2.701 0.141 0.611 5.001 9.201 0.001
RUNC3FF FLOW IS IN CFS/MILE

********** MODEL RESULTS **********
DISCHARGER
RECEIVING STREAM
*****************
THE END D.O. IS
*****************
THE END CBOD IS
*****************
THE END NH3-N IS
*****************
:CANNON MILLS #1
:IRISH BUFFALO CR
*********************************************** K***
6.21 MG/L
****************************************************
17.60 MG/L.
****************************************************
0.06 MG/L.
****************************************************
THE D.O. MIN. OF SEGMENT 1 IS 5.01 MG/L
THIS MINIMUM IS LOCATED AT SEGMENT MILEPOINT 1.85
WHICH IS LOCATED IN REACH NUMBER 3
THE WLA FOR SEGMENT 1 REACH 1 IS 0 MG/L OF CBOD
THE WLA FOR SEGMENT 1 REACH 1 IS 0 MG/L OF NH3-N
THE REQUIRED EFFLUENT D.O. IS 0 MG/L
THE WASTEFLOW ENTERING SEG 1 REACH 1 IS 0 MG°
THE WLA FOR SEGMENT 1 REACH 2 IS 0 MG/L OF CLOD
THE WLA FOR SEGMENT 1 REACH 2 IS 0 MG/L OF NH3-N
THE REQUIRED EFFLUENT D.O. IS 0 MG/L
THE WASTEFLOW ENTIERING SEG 1 REACH 2 IS 0 MGD
THE WLA FOR SEGMENT 1 REACH 3 IS 80 MG/L OF CBOD
THE WLA FOR SEGMEiNT 1 REACH 3 IS 0 MG/L OF NH3-N
THE REQUIRED EFFLUENT D.O. IS 5 MG/L
THE WASTEFLOW ENTERING SEG 1 REACH 3 IS 9 MGD
THE WLA FOR SEGM NT 1 REACH 4 IS 0 MG/L OF CBOD
THE WLA FOR SEGM NT 1 REACH 4 IS 0 MG/L OF NH3-N
THE REQUIRED EFFLUENT D.O. IS 0 MG/L.
THE WASTEFLOW ENTERING SEG 1 REACH 4 IS 0 MGI:'
THE WLA FOR SEGMNT 1 REACH 5 IS 0 MG/L OF CBOD
THE WLA FOR SEGM NT 1 REACH 5 IS 0 MG/L OF NH3-N
THE REQUIRED EFFLUENT D.O. IS 0 MG/L
THE WASTEFLOW EN ERING SEG 1 REACH 5 IS 0 MGD
**********************************************************************

4
(DISCHARGER
RECEIVING STREAM
7010
DESIGN TEMPERATURE :
*** MODEL SUMMARY DATA ***
CANNON MILLS 01
IRISH BUFFALO CR
CFS
15.0 DEGREES C.
ILENGTH1SLOPE I VELOCITY
1MILES IFT/MI I FPS
SUBBASIN YAD12
STREAM CL(-SS; C
WINTER 7010 + 3.9 CFS
WASTEFLOW : 9 MOD
!DEPTH 1 K 1 1 Kr I Kra 1 Krir l K2
! FT 1 /IIAY 1 /DAY 1 /DAY 1 /DAY 1 /DAY
SEGMENT 1 l 0.
REACH 1 1
1 1
10 1 15.901
!
0.1.0
0.42 1 0.97 1 0.97 1 0.00 1 0.00 l 4.22
1 1 1
SEGMENT 1 1 0.501 15.901
REACH 2 1 1 1
SEGMENT 1
REACH 3
0.10
0.42 1 0.97 1 0.97 1 0.00 1 0.00: 1 10.05
1
2.501 14.701
1
0.64
1.37 1 0.97 1 0.97 1 0.00 1 0.00 110.05
SEGMENT 1 1 3.
REACH 4 I
SEGMENT 1
REACH 5
5.
1 1
001 10.901
1 1
0.62
1
001 9.401
1
0.59
1.46 1 0.97 1 0.97 1 0.00 1 0.00 1 8.07
1.59 1 0.97 1 0.97 1 0.00 1 0.00 1 5.02

*** MODEL SUMMARY CONTINUED ***
I RUNOFF I Karuset 1 kanhydro 1 Knb 1 Kdrr 1 VSS Kset
1 CF8/MI I /DAY 1 /LAY 1 MG/M2/DAY 1 MG/M2/I'AY 1 /DAY
! ! 1
SEGMENT 1 1 0 . 01 1.301 0.00
REACH 1 ! 1 1
1 I 1
SEGMENT 1 1 0. 4 1 1.301 0.00
REACH 2 1 1 1
0.0
0.0 1 0.00
0.0
0.0 1 0.00
i 1 1
SEGMENT 1 1 0,.21 14301 0.00
REACH 3 1 1 I
! I 1
SEGMENT 1 1 0.*21 1.301 0.00
REACH 4 1 1 1
0.0 1 478.5 1 0.00
0.0 1 68,4 1 0.00
SEGMENT 1
REACH 5
1
0.6.1 0.301
1
0400
0.0 1 34.2 1 0.00
ALL RATES ARE AT 15.0 DEGREES C.
WINTER MODEL, 9 MGIi AT ALTERNATIVE SITE

*** INPUT DATA SUMMARY ***
FLOW 1 ORGN l NH3N 1 NO3N 1 CBOD I D.O. I C.S. l
CFS 1 MG/L 1 MG/L 1 MG/L I MG/L 1 MG/L 1 MG/L 1
1 1 1 1 1 1 1 1
SEGMENT 1 REACH 1 1 I I 1 I 1 I I
WASTE 1 0,001 0.001 0.001 0.001 0.001 0.001 0.001
HEADWATERS I 0.261 2.701 0,141 0.611 5,001 9.201 0.001
TRIBUTARY .I 0.001 0.001 0.001 0.001 0.001 0.001 0.001
RUNOFF * 1 0.001 0.001 0.001 0.001 0.001 0.001 0.001
SEGMENT 1 REACH
WASTE
TRIBUTA
RUNOFF
1 1 1 f 1 I 1 1
2 1 1 1 1 1 1 I I
1 0.001 0.001 0.001 0.001 0.001 0.001 0,001
Y 1 0.001 0.001 0.001 0.001 0.001 0.001 0.001
I 0.041 2.701 0.141 0.611 5.001 9.201 0.001
I 1 1 1 1 1 1 I
SEGMENT 1 REACH 3 1 1 1 I 1 1 1 I
WASTE 1 13.951 26.401 0.001 0.741 80.001 5.001 0.001
TRIBUTARY 1 3.201 2.701 0.141 0.611 5.001 9.201 0.001
RUNOFF * 1 0.621 2.701 0.141 0,611 5.001 9.201 0.001
I 1 1 1 1 1 1 1
SEGMENT 1 REACH 4 1 1 1 1 1 1 1 I
WASTE 1 0,001 0.001 0.001 0.001 0.001 0.001 0.001
TRIBUTA Y 1 0.001 0.001 0.001 0.001 0.001 0.001 0.001
RUNOFF 1 0,621 2.701 0.141 0.611 5.001 9.201 0.001
i ) I I I 1 1 1 I
SEGMENT 1 REACH 5 1 1 I 1 I I 1 I
WASTE 1 0.001 0,001 0.001 0.001 0.001 0.001 0.001
TRIBUTARY 1 0.001 0.001 0.001 0.001 0.001 0.001 0.001
RUNOFF * f 0.621 2.701 0.141 0.611 5,001 9.201 0.001
7
* RUNOFF FLOW IS IN CFS/MILE

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