NC0004405_Wasteload Allocation_19920414

NPDES DOCUHENT SCANNING COVER SHEET
NC0004405
NPDES Permit:
Document Type:
Permit Issuance
,
'Wasteload Allocation
Authorization to Construct (AtC)
Permit Modification
Complete File - Historical
Correspondence
Speculative Limits
Instream Assessment (67b)
Environmental Assessment (EA)
Permit
History
Document Date:
April 14, 1992
Inaba document is printed on reuse paper - ignore any
content on the re -wax -se aide

NPDES WASTE LOAD ALLOCATION
PERMIT NO.: NC0004405
PERMITTEE NAME:
FACILITY NAME:
Facility Status: Existing
Cone Mills Corporation
Cone Mills Corporation
Permit Status: Renewal with Modification
Major Minor
Pipe No.: 001
Design Capacity: 1.750 MGD
Domestic (% of Flow): 7 %
Industrial (% of Flow): 93 %
Comments: ‘,1
Modification is increase in production rate. jt o
RECEIVING STREAM: Second Broad River
Class: WS-1II
Sub -Basin: 03-08-02
Reference USGS Quad: G 11 NE
County: Rutherford
Regional Office: Asheville Regional Office
(please attach)
Previous Exp. Date: 4/30/92 Treatment Plant Class:
Classification changes within three miles:
WS-III to state line.
Requested by: ,7 Charles M. Lowe
Prepared by: "44_
Reviewed by:' t 044 0M W-RY?
III
Date: 12/20/91/
Date: 4 1°! 9v
Date:
Modeler
Date Rec.
#
u.J
lz12..-tIcit
toG4)5
2
Drainage Area (mi ) 2/9 C., Avg. Streamflow (cfs): 3iz
7Q10 (cfs) 62.1 Winter 7Q10 (cfs) 9/. Z 30Q2 (cfs)
Toxicity Limits: IWC % Acut
Instream Monitoring:
Parameters
Upstream Location
Downstream Location
Effluent
Characteristics
',�
£. f* j.
/1
/
� � / .
BOD5 (/. )
/090.1t6
.2/70.of(e)
DArcr MAX
a? (W )
--rit. L. Ci,v. , i. d g,
coP (4/)
I g37`J. i
2F77 •,2° GI)
C,/ 53 AY(L-.9
TSS (4/(t.)
317 9, 3 c.
F. Col. (/100 ml)
,200
pH (SU)
(c - ?
�Q ////'
Ckarvi:am G.11. f)
Ph i (-Y ,t.{ )(
/. Z ( wg)
5,4 d£ C j.
....e. A14.
3 G. S y
pmi,Y,VG
73C,4 (1-)
// /
Phi,,1s (v(/,
v'tN-Y MAX-
23 (W9)
4d'/� (JJ l
1,7C-n (vl l J
0
Y.tic.Y MAX,
b .. 8 ()
JJ -- i %
It6f"
CJ}y,, )A., h,f. Q
. cam.
Comments:
i
95--
W'GL

FOR APPROPFJATE DISCHARGERS, LIST COMPLETE GUIDELINE LIMITATIONS BELOW
Effluent Characteristics
Monthly
Average l
Daily 1
Maximum /64
Comments
1114-
7175,
arc?, F-
Cod
l' 37/, to
AZ 728%Ao
AlEc:14
17,Z>
a.s2f
Type of Product Produced
7 c•✓rsw G
Lb9/Day Produced
Ir,r,a9O
/fl,000
000
Effluent Guid line Referen e
' 'K 41/ale 6) /D.iti,7c) goo. 4fg(a)
14 i
4 2 'io.).! AISAC

h//)YJ&s An✓f
Soy 3o//on g, c)
/'6/.701, ,rlo
Ws-o 7/a00
-7,6S/S:a2
- �)
f

/' -4o -9/
4-i<✓ES /JAi•%CR
tir-cu-21 of T3 000 t L
..00o,K(3) 4?(
Cob
/allots
-At L;N O4)$A
fly
40o,..c</ex )
�060,Do
do b l/r000
D,/O Joo
a,io /S' )
6/4
614
1oog,70
2 7g. uO
1(,760,60
0.601
%,S r ‘f

('L
- afte,
t TTT
Co4
/At C FfJ'14'v1?
-1o, 7A ) AD/6
JG.
(71
ZAjtf _
n‘ /� 2,7-Z,
04r
,r3e go 6.7 >0 47 4d
8,> / - 17,4 A731 gP0 - -
sZT,570
600
6o
/7. 2z/

.4 •
!4; g_19111_ tiSPC
litax)t&C a&del AY6-7-/o0S 11/1/41Ac. z..-AtAro. f4ye:0
o& OOO ikr_ day_ Me04.0g-:7-,0-,))
AiL95
1!ISOPO
n'.0(3
tiZKon
?7,o0
0/
Lx_o
c -9
4714
tOJgY
• • 000 m
7too
OZ et.)
l'96,00
(27271 z1,70.
2Z/C)
g.40
(0,Orr 1464
• h
96?0,0 '14) 76 4L 44
i4
61,C1t44 A9A

Facility Name:
NPDES No.:
Type of Waste:
Facility Status:
Permit Status:
Receiving Stream:
Stream Classification:
Subbasin:
County:
Regional Office:
Requestor:
Date of Request:
Topo Quad:
FACT SHEET FOR WAS 1'ELOAD ALLOCATION
Cone Mills Corporation
NC0004405
Industrial - 93% / Domestic 7%
Existing
Renewal with Modification
Second Broad River
WS-III
030802
Rutherford
Asheville
Lowe
12/27/91
G11NE
Request # 6685
Stream Characteristic:
USGS #
Date:
Drainage Area (mi2):
Summer 7Q10 (cfs):
Winter 7Q10 (cfs):
Average Flow (cfs):
30Q2 (cfs):
IWC (%):
RECEIVED
Water Qutt, ,y Stction
MAR ? g 1992
,alsf�evili� Raijon31 Oiis�
4;shevilie, North Caroii
219.6
62.1
91.2
312
4.2
Wasteload Allocation Summary
(approach taken, correspondence with region, EPA, etc.)
Facility requesting renewal of existing permit with modification for an increase in production rate.
Technical Support recommends new BOD5, TSS, COD, and Sulfide guidelines be accepted. Water
quality limits must be imposed for phenols, chromium, and mercury.
Special Schedule Requirements and additional comments from Reviewers:
Recommended by:
Reviewed by
Instream Assessment:
Regional Su
Permits & Engineering:
Date:3/13/92
Date:
Date:
RETURN TO TECHNICAL SERVICES BY: APR 1992
t
CV
Co
W

2
Type of Toxicity Test:
Existing Limit:
Recommended Limit
Monitoring Schedule:
Existing Limits
BOD5 (#/d):
TSS (#/d):
pH (SU):
COD (#/d):
Chromium (#/d):
Sulfide (#/d):
Phenols (#/d):
Chlorine (mg/1):
Fecal Coliform (#/100m1):
TOXICS/METALS/CONVENTIONAL PARAMETERS
Chronic pass/fail
4.2%
4.2%
Jan Apr Jul Oct
Mo. Avg.
438
438
5310
8.85
17.7
0.35
0.3
1000
1 1 f lou) (rA8d) I ,15
Recommended Limits
BOD5 (#/d):
TSS (#/d):
pH (SU):
COD (#/d):
Chromium (ms'I)
Sulfide (#/d):
Phenols (u y1)
Chlorine (µg/1:
Copper(14/1):
Zinc (14/1):
Nickel (4/1):
Arsenic (µg/1):
Mercury lam:
Fecal Coliform (#/100m1):
lat46 lou) ()Ws
Limits Changes Due To:
Change in 7Q10 data
Change in stream classification
Relocation of discharge
Change in wasteflow
New pretreatment information
Other (onsite toxicity study, interaction, etc.)
Mo. Avg.
1090.46
3179.36
14379.1
36.54
a-3
monitor
monitor
monitor
monitor
1MPUt 0.29 ug/1 (i)atm
200
Daily Avg.
657
657
6-9
10620
14.15
35.4
0.35
0.3
Daily Avg.
2170.04
6153.84
WQ or EL
EL
EL
6-9 WQ
28778.20 EL
i ' 2 t!Dcl.X) WQ
73.08 EL
3 (WV ) WQ
28 WQ
WQ
WQ
WQ
WQ
WQ
WQ
Parameter(s) Affected
_X Parameter(s) are water quality limited. For some parameters, the available load capacity of the immediate
receiving water will be consumed. This may affect future water quality based effluent limitations for additional
dischargers within this portion of the watershed.
OR
No parameters are water quality limited, but this discharge may affect future allocations.

3
INSTREAM MONITORING REQUIREMENTS
Upstream Location:
Downstream Location:
Parameters:
Special instream monitoring locations or monitoring frequencies:
MISCELLANEOUS INFORMATION & SPECIAL CONDITIONS
Adequacy of Existing Treatment
Has the facility demonstrated the ability to meet the proposed new limits with existing treatment
facilities? Yes No
If no, which parameters cannot be met?
Would a "phasing in" of the new limits be appropriate? Yes No
If yes, please provide a schedule (and basis for that schedule) with the regional
office recommendations:
If no, why not?
Special Instructions or Conditions
Wasteload sent to EPA? (Major) _Y (Y or N)
(If yes, then attach schematic, toxics spreadsheet, copy of model, or, if not modeled, then old
assumptions that were made, and description of how it fits into basinwide plan)
Additional Information attached? (Y or N) If yes, explain with attachments.

Facility Name
Ceivi I /11,16
Permit # A16 6 0 6 g c o T Pipe # o o/
CHRONIC TOXICITY PASS/FAIL PERMIT LIMIT (QRTRLY)
(**Chronic Toxicity (Ceriodaphnia) P/F at 4.4 %, TAW APR OC1', See Part , Condition .)
The effluent discharge shall at no time exhibit chronic toxicity using test procedures outlined in:
1.) The North Carolina Ceriodaphnia chronic effluent bioassay procedure (North Carolina Chronic Bioassay
Procedure - Revised *September 1989) or subsequent versions.
The effluent concentration at which there may be no observable inhibition of reproduction or significant mortality
is '4 Z % (defined as treatment two in the North Carolina procedure document). The permit holder shall perform
quarterly monitoring using this procedure to establish compliance with the permit condition. The first test will be
performed after thirty days from the effective date of this permit during the months of
AAA VVi. oC . Effluent sampling for this testing shall be performed at the NPDES
permitted final effluent discharge below all treatment processes.
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 TGP3B.
Additionally, DEM Form AT-1 (original) is to be sent to the following address:
Attention: Environmental Sciences Branch
North Carolina Division of
Environmental Management
4401 Reedy Creek Road
Raleigh, N.C. 27607-6445
Test data shall be complete and accurate and include all supporting chemical/physical measurements performed in
association with the toxicity tests, as well as all dose/response data. Total residual chlorine of the effluent toxicity
sample must be measured and reported if chlorine is employed for disinfection of the waste stream.
Should any single quarterly monitoring indicate a failure to meet specified limits, then monthly monitoring will
begin immediately until such time that a single test is passed. Upon passing, this monthly test requirement will
revert to quarterly in the months specified above.
Should any test data from this monitoring requirement or tests performed by the North Carolina Division of
Environmental Management 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
retesting(within 30 days of initial monitoring event). Failure to submit suitable test results will constitute
noncompliance with monitoring requirements.
7Q10 62- / cfs
Permitted Flow /• 7S MGD
IWC% 4• 2-
Basin & Sub -basin BAD 62
Receivin Stream Sf.c4n4 &ib I ti t/
County &-id
Recommended by:
, 7)0.04
ate V s/t 3 /S t—
QCLR Version 9/91

U3 Min eta Grvlcrr1) c.
Discharger
Rece•1 vi ng Stream
The End D.O. is
T h e E n d C E OD is
T h e E n d NBOD s
Segment
Reach 1
Reach 2
Reach 3
Reach 4
Reach 5
Reach 6
Reach 7
Ruch 8
Reach 9
Segment 2
Reach 1
MODEL RESULTS
CONE MILLS CORPORATION
SECOND BROAD LIVER
7.85 mg/] .
5.22 mg/l.
2.48 mg/l .
DO Min
(mg/1) M i l epoi nt Reach #
5.36 1.90 2
7. 4 5 0.00 1
SIMMER
MODEL OF CONE MILLS & 2ND BRD
DSCHGRS s SLOPES CHANGED
W L A
CBOD
(mg/1)
60.00
0.00
0.00
60.00
3 5 . 5 0
45.00
45.00
0.00
224.10
lei L A W L A
NBOD DO Waste Flow
(mg/1) (mq/1) (mgd)
58.50 6.00 6.00000
0.00 0,00 0.00000
0.00 0.00 0.00000
76.00 6.00 4.25000
9.00 6.00 2.00000
90,00 0.00 0.01800
90.00 0,00 0.00700
0.00 0.00 0.00000
0.00 0.00 1.75000
0.00 0.00 0.00 0.00000

** MODEL SUMMARY DATA *>*
• Discharger : CC'NE MILLS CORPORATION
S,ubb.asi n : 030802
Receiving Stream : SECOND BROAD RIVER Stream Class: WSIII
Summer 7Q10 : 62 . 1
Design Temperature: 25.0
Winter 7Q10 3 9 '1 , 2
ILENGTHI SLOPE VELOCITY 1 DEPTH( Kd 1 Kd 1 Ka 1 Ka 1 KN 1 KN 1 KNR 1 KNR
I mile 1 ft/mi fps 1 ft Idesign1 620° (design) @20° (design' q20° (design' @20°
1
Segment 1 1 0.501 10.601 0.131 1 1.64 1 0.38 1 0.31 1 7,61 1 6.821 0.44 1 0,30 1 0.44 10,00
Reach 1 1 1 I
1 1,
Segment 1 1,401 4,04 0.554 1.90 0.30 0.24 2,18 1.95 0.44 0.30 0.44 0,00 .
Reach 2 I 1'
1 1'
Segment 1 1 4.901 4.0011 0,613 1 2.65 1 0.29 1 0.23 2.40 1 2.161 0.44 1 0,30 1 0.44 1 0,00
Reach 3 I I 1 1 1 1 1 1 1 1 1
r
Segment 1 1 2.001 5.00l1 0,104 1 2.64 1 0.30 1 0,24 1 3.46 1 3.101 0.44 1 0,30 1 0.44 1 0,00
.Reach 4 I I I%
1 1
Segment 1 1 4,801 5.001
Reach 5 1 1 1
0,728 12.70 1 0.30 1 0.24 1 3.57 1 3.201 0,44 1 0.30 1 0.44 1 0.00
i
Segment 1 1 0.401 5.0011 0.729 1 2.73 1 0.30 1 0.24 1 3.58 1 3.211 0.44 1 0.30 1 0,44 (0.00
Reach 6 I I I I 1 1 1 1 1 1 1 I
I 11 1 1 1 1 1 i 1 1 1
Segment 1 1 0.301 5.001 0.729 (2,73 1 0.30 1 0.24 1 3.58 1 3.211 0,44 1 0,30 1 0.44 1 0.00
Reach 7 1 I 1
I',
Segment 1 1 7.201 13.301 0.972 1 2,41 1 0.39 1 0.31 112,68 1 11.371 0.44 1 0,30 10,44 1 0,00
Reach & I I i
{ I 1
Segment 1 1 1.501 13.301
Reach 9 1 I 1
0.998 1 2.46 1 0.39 1 0.31 113.03 111.681 0.44 1 0.30 1 0.44 1 0.00
1 I
Segment 2 1 1.001 15.001 1.689 1 3,86 1 0.41 1 0,33 124,86 1 22.301 0,44 1 0.30 1 0.44 1 0,00
Reach 1 1 1 I 1 1 1 1 1 1
1 Flow 1 CBOD 1 NBOD 1 D.O. I
I cf:s I m9/1 I mg/7 I mg/I I
Segment 1 Reach 1
1 ci •?nn 1 rn nnn 1 r~;a rnn f r nnn

, Headwaters( 20 . 000 ( 2.000 ( 3.000 j 7.440
Tributary ( 0.000 j 2,000 ( 3.000 j 7.440
• Runoff ( 0.680 ( 2.000 ( 3.000 ( 7.440
egnent 1 Reach 2
Waste ( 0.000 ( 0.000 1 0.000 ( 0.000
Tributary ( 0.000 ( 2.000 1 3.000 ( 7.440
* Runoff ( 0.680 ( 2.000 ( 3.000 ( 7.440
Seg rent 1 Reach 3
Waste j 0.000 1 0.000 ( 0.000 ( 0.000
Tributary .( 32.200 ( 2.000 ( 3.000 i 7.440
„< toff ( 0.740 ( 2.000 ( 3.000 ( 7.440
Segment 1 Reach 4
Waste ( 6.588 1 60.000 ( 76.000 ( 6.000
Tributary ( 0,000 ( 2.000 j 3.000 ( 7.440
• Rthnoff j 0.740 ( 2.000 j 3.000 j 7.440
Segment 1 Reach 5
Waste j 3 . 1 00 ( 85.500
Tributary 1 0.000 j 2.000
>< RLnoff j 0.740 ( 2.000
9.000 j 6.000
3.000 ( 7.440
3,000 j 7.440
Segment 1 Reach 6
Waste ( 0.028 j 45.000 ( 90.000 ( 0.000
Tributary ( 0.000 j 2.000 ( 3.000 ( 7.440
* Runoff ( 0.740 j 2.000 ( 3.000 ( 7.440
Segment 'i Reach 7
Waste 1 0.011 j 45.000 ( 90.000 j
Tributary 1 0.000 ( 2.000 ( 3.000
:;c Runoff ( 0.740 1 2.000 ( 3.000 j
0,000
'}
i.440
7.440
5egmpnt 1 Reach 8
Waste ( 0.000 ( 0.000 ( 0.000 j 0.000
Tr; btary ( 0.000 I 2.000 ( 3.000 ( 7.440
* RuhDoff I 0.740 ( 2.000 1 3.000 j 7.440
5egmrnt 1 Reach 9
Waste j 2.712 (224. 100 ( 0.000 j 0.000
TribLtar'y j 0.000 ( 2.000 ( 3.000 ( 7.440
.,< Runoff j 0.740 ( 2.000 ( • 3.000 ( 7.440
Segment 2 Reach 1'
Waste I 0.000 ( 0.000 j 0.000 ( 0.000
Head+riaters( 0.000 j 2.000 ( 1.000 ( 0.000
Tributary 1287.000 j 2.000 ( 1.000 ( 7.440
* Runoff j 0.000 ( 2.000 j 1.000 ( 7.440
* Runoff flow i4 in cfs/mile

Ie g i I 1:.,„':acH
1
1
'1
1 1
1
1
"1 2
22
1 2
1 2
2
1 ••.
2
-)
3
:3
1 3
3
1
1
1 3
1
3
1
3
'1 3
1
1
•
I '•::,•,1 Hi ;
, D D . I ,::•B OD
0.00 6 . 5.:18 '0 ,, 14 1
0 05 6.1715 20,36
0 . 10 6 „ :"13 ',.1..1 30
0.15 6.9 C1 20.25
0.20 6.67 20,9
6-85 20 14
9 . • 0 3.132 20.99
0.35 6,80 20.03
0,40 6.7 f3 I 9.96
0,45 6,76 19,93
0.69 6,74 19.08
0 b 0 6,74 "19.88
0.00 6.62 i 9 77
:.) 70 6,60 19.66
0.80 3.36 19.156
0 90 6. .../.7 19 , ?-1"2;
1,00 6 16 19 • 313
1.10 6 06
1.20 5.06 19,15
1.30 5,07
1.40 :5 7 7 '18.94
1,50 5.60 18.84
1.80 5,60
1.70 6,52 18 64
1.80 5 , '44 18,54
1,90 411111111E 1 , ., !7
1 .. 90 6.43 10,01
2,0Y 6,40 9,97
2.10 6.37 9.9 4
20 8,314 9.90
2,30 •il .3.2 9.66
2.4 0 P. . 29 9.82
50 6.27 9,79
2-60 6.24 9 • 75
2,70 5.22 !,- , 71
2.60 6.20 9.67
2.90 6.18
3 00 6,16
3 10 5.14 9.56
6. 2 9.13.;
3,39 6 11 9 :, 49
2 „ 46 6.09 9,45
3.50 5,07
3.60 5,06 9.38
3. 11) 6.04 9.213
3.80 5.03 9 31
3.90 6.02 9.26
9 24
4 .. 10 5.99 9.21
,.., 9 e 9.17
4 . "2. 0 5.97 9,1 .':4.
:5 .96 9, 'if)
4.50 5.95 9 f.'! ?
4 60 ':) .94 9,03
4.70 5 :33 9.00
4.60 5 93 8.9
4 . !:'0 5.. 0? 6.11 3
MODEL or CONE HILL:1i 2NC1 @RD
DSCW305, CHANGI.
NIBOO I F 1 DW i
20,62 29,30 5firiciAift
56 29-33
20.50 29.27
20.41.! 29.40
29.44
20.33 29.41
20.27 29.50
29.54
20.16 29 57
20.10 29.61
20.04 29.64
20.04 20,64
19.91 29.71
19.77 ? 0 78
. 64 29.84
19,50 '29,9 'I
19 37 29.98
19,24 30.05
19- 11 -; 0 2
9 i3 30.15
e o 0,25
"I 0 73 30,32
18 • 50 30_39
18.48 30.46
19.35 39.52
18 • .:•3 30,59
'I 0.12 52,79
10.37' 62.8
10 31 62 94
10.26 6:3.01
63.00
10.15 03 16
10.10 63
'10.05 63 :31
0.99 63 38
63.46
9 (39 63 33
9 84 62.61
9 9 63.68
9.74 63.7 F.:.
9.69 63 • 6
9,64 62.90
9.59 63.9(1
9.64 i4,05
9.49 64 12
9,44 64,20
9 3o 64.2 ?
9 3 4ULi.35
„ 20 64.42
9.24 64.119
9,20 64.67
9 5 64.64
9.10 64', 2
0 06 64.7c/
9.01 64.. 85
6. .
94
.3.92 85,01

:3
J3�
3
;)
J
4
n
J
3
3
3
4
4
4y
J4
4
4
4
1.
4
5
5
5
5
5
5
5
':5
6
i3
6
6
6
6
6
13
6
3
5,'10
5:20
5 0
c 3
5.40
5.50
5.60
5.70
5.80
5.90
6,00
6.10
6.20
6.30
6.40
6,50
6.60
6,7(3
6.80
6.80
7.00
7.20
7,40
7.60
7<•VU
0.00
6.20
s : 4 0
3 , 6 0
i3.80
3:_60
9.20
4.3.60
1 {.) 0 0
10.40
10..60
11•20
1'1,60
12,00
12.40
12,80
13.20
13,60
13.60
13.64
1 3 , 6(3
1 3 1 2
13,16 I.J
13.60
3,68
.1 3 _ 9>
1 J . 9
14.00
1?=,00
1r4,'10
'1 4 n 2 0
l4•.?0
14.30
4 0
1 4 r 5 0
14.60
14,70
.t1 1 i [>
1 4 W (.)
1 .90
1 5 .0
W +
5.00
5.69
t 8C
5.68
5.88
5.83
5.87
5.81
5.82
5 •, 66
. 8 (3
5.36
06
`.3 6
5.86
5..36
5 . 8 6
5.84
5.31
5.79
5.77
5.75
5„?4
5. 7 3
`:i. ,'2
5 .7• 1
S.I+D
5.69
5.67
5.66
5..65
5..65
5.66
5 6 7
5 . 3
J U u
5 71
5.?3
5 . 7 5
:D . 7 0
5.76
.76
5,76
w,i 6
5.77
`0 , 7 7
5.77
5.77
5.7
5,76
5<7`:)
5.79
5.03
6.055
6a . r
6.27
a.'.:3
6.46
:7 . a4
8.86
n r
8 • 8 0
.. 7 7
8.73
U v
8
8. 7Q
ca 6 7
8.60
8.57
5
6.51
8.47
6.44
6.41
8.38
8,35
0 3 2
1 2. U6
12.89
l2�� ;‘3
�..,1
12. 2
1 2 . ? 1}
'f2.45
1 9 9.
3 1
12f2; 12.1
12.11
15.04
'14.34
14.45
14<25
14,06
U
13.6`
3.51
113.3.3
'13. 16
12.196
'12_s'1
i2.62
8
1
'2.79
1 -2.77
12. 6
12.74
12.7'2
12.71
1 2 69
'1 2.67
2.,65
i".66
12.62
'12.58
12.513
12.5.;
1 2.4 0
i`' 45
1
'17.:34
12,30
12.26
s3 . 1 3
8,6 �91
6.65
5.60
6.56
6.51
3 .4.f
6.4 3
0..38
1
< 3 4
u. 33)
8.26
6,2'f
1 7
.'13
6.09
.14.9r)
14.09
13.03
13r83
13.:70
13, 5 J
1 :45
1 3 < 3 3
13.21
13.09
12.0
12.61
1 2 5 8
i ?.3(6
1 2 1 5
11.93
11.
.1 1 .5'2
1 '1 .3 2
1 . 12
i 0 , 9
10.74
1 0 . 55
10.37
10.40
'i U 2 U
'I0...0
10.35
10.33
10...1
10.29
10 i
1 0 ,2 6,
1 lJ G. . �
L. 10V 2'' �"�
10.•22
10<23
10.f��
1 (3 . 'f 4
10.10
10,i0
10.0`.�
10.00
9 : 0 6
9.93
9,90
0 . ', i
65.3(3
65.46
163::75, 6608
65,75
€(35:!..5".%
66,12
66,20
66.27 t
66,34
6 6 e 4 2
73.01
7 15
73.3U
7:3.4w=;
K A 6 0
7 3 r 1 5
3 ► :39
7 4 . 1
14-
7 4 . 34
f 7 , 5 9
77.«3
7
7 .
6
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7J:3(
7
7 s:3
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8 (0 . 8 4
€3"I , 1ri' �j;�� (,�,roi�tA
1
1 7. �11/1e tll Y'4" •
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61 .2:4
(31.28
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c•1-34
'1.3 7
63'1 �! :3
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:333
1 :.11:6,04.11
(NCC�J1 6 7 Ail 11 J
61,84
31 .9'2
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1
8
8
8
8
8
(
6
8
# 8
1 8
1 8
1 8
1 6
I is
8
'1 8
'1 8
8
1 8
1 8
1 6
8
( 6
'1 8
1 8
# 8
1 6
1 8
1
1 8
1 8
1 8
8
1
'1
# 8
i a
8
1 8
8
1 8
1 8
1 8
1 3
( 8
1 8
1 0
1 8
1 8
0
1 8
1 8
1 8
8
1 8
1 8
1 8
1 9
15.20
15.30
15.40
15.50
15.60
15.70
15.80
15.90
16.00
16.10
16.20
16.30
, (
16.40
16.50
16.60
16.70
16.80
16.90
17.00
1 7 . 1 0
17.20
17.30
1?.40
17.50
17.60
1 fra + 0
17.80
17.90
18,00
18.10
18,20
, 2
18.30
18.40
18.50
18.60
18.70
18.30
18.90
19,00
19.10
19.20
19.30
19.40
19.50
19.60
1 9 .. 7 0
19.80
19,90
20.00
20.10
20.20
20.30
20.40
20.50
20.60
20.70
20.80
20,90
21.00
21.10
21.20
21.30
21.40
21.50
21.50
ha r_n
6.69
6.76
6.82
6.88
6.93
6.98
7.02
7.06
7.10
7.14
7.17
7.20
7.23
7.26
7.28
7 .30
7.33
7.35
7.36
7.38
1.40
7.41
7.43
7.44
7.45
7.46
7.47
7.48
1.49
7.50
7,51
7.52
7 .5.3
7.53
7.54
7,55
7.55
7.56
7 . 56
1.57
7.51
7.58
7.58
7.59
7.59
7,59
7.60
7.60
7.60
7.6i1
7 . 6 1
7.61
7.62
7.62
7.62
6,
7.63
7.63
7.63
7,64
7,64
7.64
7.64
7.65
7,42
12.18
12.14
12.10
12.06
12.02
11.98
11.95
11.91
11.87
11.83
1 1 . 7 9
11.76
11.72
11.68
11.65
11.6'i
11.57
11.53
11.50
11.46
1 1 .43
11.39
11.35
11.32
11.28
11,25
11.21
11.17
11.14
11.10
11.07
11.03
11.00
10.96
10.93
10.82
10.86
10.83
10.79
10.76
10.72
10.69
10.66
10.62
(0.59
10.56
10.52
10,49
10.46
10.42
10.:3`3
10.36
10.33
10.29
10.26
10.23
10.'2)'
1 0 . 1 7
10,13
10.10
10.07
10.04
10.01
9.98
16.45
9 • 17
4
9,76
9.73
9.66
9.70
9 . 6 6
9.63
9.60
9.56
9.53
9.50
9.47
9.44.
9.40
9.37
9.34
9.31
9.23
9.25
9,92
9.19
9.15
9 ((''�� ry
. q 1 2
9.09
9.06
9.03
9.00
8,97
0.94
8.91
8,88
8.85
8.82
8.19
8.76
n
8.73
8.71
6.68
6.65
t-; !
8 . 6 2
8.59
8.56
8.53
8.50
8.48
6.45
8,42
a 39
8.36
8.34
8.31
6.28
8.25
0 23
8.17
8.14
r,
6.(69
8.06
8,04
8.01
7.98
7.96
7.93
7,69
82.36
82.43
82.51
82,58
82,66
82,73
82.80
82.88
82.95
83,03
8 3 . 1 0
83.17
63.25
83.32
83.40
83.47
83.54
83.62
83.69
83.77
83.84
83.91
63.99
84.06
64.14
84.21
84.28
84.36
84.43
84.51
84.5e
84.65
34.73
C4.80
34. i3 s,3
84.95
05.07
85.10
65.17
85.95
85.32
05.39
65.4?
85.54
85.62
01.69
85.76
85.84
85.91
85.99
86.06
86.13
3 6 . 9 1
86.28
86.36
86.43
86.50
86.58
86,65
86.73
06.80
86:87
66.95
87.02
a 1

• 1 fi 9 21.70 ► .43 16.35 1,64 89.88
. -, 9 21.80 7.44 16.30 7.62 89.96
1 9 21.90 7,44 16.24 7,59 90.03
1 9 22.00 7.45 16.19 7,57 90.10
10 22.10 7.45 1 6. 14,7.55 90.18
1 9 22.20 7.46 16.09 7.52 90.25
1 9 22.30 7.46 16.04 7.50 90.33
1 9 2T
2 .40 ^7 .47 15.99 7.47 90.40
1 9 22.50 .47 15.94 7.45 90.47
1 9 22.60 7,48 15.90 7.43 90.55
1 9 22.70 7.48 15.85 7.40 90.62
1 9 22.80 7.49 15.80 7.38 90.70
1 9 22.90 7.49 15.75 7.36 90.77
1 9 23.00 7.49 15.70 7.33 90.84
2 1 0.00 7.45 5.29 2.52 377.84
2 1 0.20
0. 10 7.51 5.29 2.52 377.84
0 2 1 . 2 07,56 5.28 2. 5 1 377.84
A.
0.30 7.61 5.27 2,51 377.84
2 1 0.40 7.66 5.26 2.51 377.84
2 1 0.50 7.70 5.25 2.50 377.84
2 1 0.60 7.73 5.25 2.50 377.84
2 1 0.70 7.77 5.24 2.49 377.84
2 1 0.80 7.80 5.23 2.49 377.84
2 1 0.90 7.83 5.22 2.49 377.84
2 1 1.00 7.85 5.22 2.48 377.84
1 5.eg 4t 1 Reach I Seg Mi I D.O. I CBOD I NBOD I E1 cm 1

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03/11/92 ver 3.1
Facility: CONE MILLS CORPORATION
NPDES Permit No.: NC0004405
Status (E, P, or M): M
Permitted Flow: 1.8 mgd
Actual Average Flow: 0.5 mgd
Subbasin: '030802
Receiving Stream: SECOND BROAD RIVER I
Stream Classification: WS-III
7Q10: 62.1 cfs
INC: 4.30 % I
Stn'd / Bkg 1 Removal Domestic Act.Ind.
Pollutant AL Conc. 1 Eff. Load Load
(ug/1) (ug/1) 1 % (#/d) (#/d)
Cadmium S 2.0
Chromium S 50.0
Copper AL 7.0
Nickel S 25.0
Lead S 25.0
Zinc AL 50.0
Cyanide S 5.0
Mercury S 0.012
Silver AL 0.06
Selenium S 5.00
Arsenic S 50.00
Phenols S 1.0
NH3-N C
T.R.Chlor.AL 17.0
Pollutant
Cadmium S
Chromium S
Copper AL
Nickel S
Lead S
Zinc AL
Cyanide S
Mercury S
Silver AL
Selenium S
Arsenic S
Phenols S
NH3-N C
T.R.Chlor.AL
0%
0%
0%
0%
0%
0%
0%
0%
0%
0%
0%
0%
0%
0%
TOXICS REVIEW
PRETREATMENT DATA I----EFLLUENT DATA ----
ACTUAL PERMITTEDI
Ind. + Ind. + 1 FREQUENCY
Domestic PERMITTED Domestic 1 OBSERVED of Chronic
Total Industrial Total 1 Eflluent Criteria
Load Load Load 1 Conc. Violations
(#/d) (#/d) (#/d) 1 (ug/1) (#vio/#sam)
ALLOWABLE PRDCT'D PRDCT'D PRDCT'D
50.0
11.0
89.0
0.6
44.0
2.7
I
N
P
U
T
S
E
C
T
I
0
N
MONITOR/LIMIT I--ADTN'L RECMMDTN'S--
Effluent Effluent Effluent Instream 1 Recomm'd
Conc. using using Conc. Based on Based on Based on 1 FREQUENCY INSTREAM
Allowable CHRONIC ACTUAL PERMIT using ACTUAL PERMITTED OBSERVED 1 Eff. Mon. Monitor.
Load Criteria Influent Influent OBSERVED Influent Influent Effluent 1 based on Recomm'd 2
(#/d) (ug/1) (ug/1) (ug/l) (ug/l) Loading Loading Data 1 OBSERVED (YES/NO)
0.68
16.95
2.37
8.47
8.47
16.95
1.69
0.00
0.02
1.69
16.95
0.34
46.516
1162.903
162.806
581.452
581.452
1162.903
116.290
0.279
1.395
116.290
1162.903
23.258
0.000
395.387
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.00
0.00
2.15
0.47
0.00
3.83
0.00
0.03
0.00
0.00
1.89
0.12
0.00
0.00
or, 1163 JSa 1. 14,3 j / * 8.344( 1,75M6, 16,97
-. a3. = o, o23 kj f,2 k S.3f /,7rA4c-J 0 , 31 * k_
Monitor
Monitor
Monitor
Monthly NO
NCAC NO
Monthly NO
NCAC YES
Monitor 1 NCAC NO
Limit 1 NCAC NO
Limit
Limit
A
N
A
L
Y
S
S
R
E
S
U
L
T
S

i
1L %/
g- ��-
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/v9o,5'6 d 1/70, 474
3/7g, ;L !v
i4g 217?y.Z- 7d
36, s(f-/a° 73, a /d
/1.Z7 ,?6,sf /d
- y 5d
/ 090, 5`6 #/oC . 3 Y -` /. 75- %11 c-2 = 7 7 ny,Q_
/ 7a 6 y j //Q a. 3 /.7 s �� 1 / yg, 7.J,n S/Q_.
36.5V f,3Y -- /, 7f Alm
73, 3? ?.3Y
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76, 5 4 8. 3 = i 7S- /W-3,
.7. s-,y,j
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s

A
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2,7
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1iyc c d 1 ,, ,vtit / 6. 9 /at pc_ s •-....(p-JL
r
taxis = 8, �S, /ce : V 3Y : /, 7s 4 = 0.6 ky
/ Y, /I -' 2.3 Y 1' 4 7--5-71 i7 r ��
M r I
/?-2 7 #/0 - 37/-;!/75-/I-0
74472/
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Alge.ger 51 •5-
-
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f Cad

45,417iftiCenerivicit
Discharger
Receiving Stream
The End D.O. is
The End CBOD is
The End NBOD 7s
MODEL RESULTS
CONE MILLS CORPORATION
SECOND BROAD RIVER
7.63 mg/1.
6.68 mg/1.
2.29 mg/1.
SUMMER
MODEL W/ CONE MILLS i 446. 1 .
DA. AVG., OLD SLOPES USED
WLA WLA WLA
DO Mi n CBOD NBOD DO Waste Flow
(mr/1) M lepoint Reach if (mg/1) (nag/1) (mg/1) (mgd)
Segment 1 5.
Reach 1
Reach 2
Reach 3
Reach 4
Reach 5
Reach 6
Reach 7
Reach 8
Reach 9
Segment 2
Reach 1
13 12.40
5
6.94 0.00 1
60.00
0.00
0.00
60.00
85.50
45.00
45.00
0.00
446.10
58.50 6.00 6.00000
0.00 0.00 0.00000
0.00 0.00 0.00000
76.00 6.00 4.25000
9.00 6.00 2.00000
90.00 0.00 0.01800
90.00 0.00 0.00700
0.00 0.00 0.00000
0.00 0.00 1.75000
0.00 0.00 0.00 0.00000

*** MODEL SUMMARY DATA ***
Discharger : CONE HILLS CORPORATION
Sul.:ybasi n a 030802
Receiving Stream : SECOND BROAD RIVER Stream Class: WSIII
Summer i Q 1 0 : 62 . 1
Design Temperature: 25,0
Winter 7 1 0 a 91.2
IL£NGTHI SLOPE VELOCITY 1 DEPTH' Kd 1 Kd 1 Ka 1 Ka 1 KN 1 KN 1 K11R 1 KNR
1 mile 1 ft/mil fps 1 ft design @20° 'design) @20° ldesignl >y20° !design) @20°
I I I I I i I 1
Segment 1 1 0.501 10,601 0.131 1 1.64 1 0.38 1 0.31 1 7.61 1 6.821 0,44 1 0.30 0.44 1 0.00
Reach t
1 1 1 11 1 1 1 i l{ I
Segment 1 1 1.401 4.001
Reach 2 1 { 1
0.554 1 1,90 1 0,30 1 0,24 1 2,18 1 1.951 0,44 1 0,30 1 0,44 1 0,00
1 1 1 1 1 1 1 1 1
1 1 1 1 1 1 1 1 1 1 1 i
Segment 1 1 4,901 4.001 0.613 1 2.65 1 0.29 1 0.23 1 2.40 1 2,161 0.44 1 0.30 1 0.44 1 0.00
Reach 3 I 1 I� 1 1 1 1 1 1 1 I I
! I i
Segment 1 1 2,001 4,001
Reach 4 1 1 I
0.660 1 2.13 { 0,29 1 0,23 12,59 1 2.321 0.44 1 0.30 1 0.44 1 0,00
1
1 1 I
Segment 1 1 4.801 4.001
Reach 5 1 1 1
0.682 1 2.18 1 0.29 1 0.23 1 2,68 1 2.401 0.44 1 0.30 1 0.44 1 0.00
1 1 1 1 1 1 1 I I
Segment 1 1 0,401 4.00
Reach 6 I 1
Segment 1
Reach 1
0.683 1 2.82 1 0,29 1 0.23 1 2.68 1 2.411 0.44 1 0.30 1 0,44 1 0.00
0.301 4.001 0.684 1 2.82 1 0,29 1 0.23 1 2.68 1 2,411 0,44 1 0.30 1 0.44 1 0,00
1 1 1 1 1 1 1 1 1 1 1
Segment 1 1 1,201 4,00
Reach 8 1 I
1 1 1 1 1 1 1 1 1
0.686 1 2,86 1 0.29 1 0.23 1 2.69 1 2,411 0,44 1 0.30 1 0.44 1 0,00
1 1 1 1 i 1 1 1 1
Segment 1 1 1.501 4.00
Reach 9 1 I
1 1 1 1 1 1 1 1 1
0.105 1 2,92 1 0.29 1 0.23 1 2,11 1 2.481 0.44 1 0,30 1 0.44 1 0.00
1 1 1 1 1 1 1 1!
l i 1 1 1 1 1 1 i 1 1
Segment 2 1 1,001 15.001 1,689 1 3.86 1 0.41 1 0.33 124,86 1 22.301 0.44 1 0.30 1 0.44 1 0,00
Reach 1
1 Flow 1 ce.oDt I NE.OD I D. 0. I
I c f 1 m9/1 I mg/1 1 mg/1 I
Segmm nt 1 Reach 1
i,� :. •ate I n •ann I nnn I co r_nn I r_ nnn

, Headwaters' 20.000 1 2.000 I 3.000 1
Tributary 1 0.000 1 2.000 I 3.000 I
* Runoff 1 0.680 I 2.000 1 3.000 I
7.440
7.440
7.440
Segbnent 1 Reach 2
Waste I 0.000 1 0.000 I 0.000 1 0.000
Tri putary I 0.000 1 2.000 I 3.000 1• 7.440
* Runoff 1 0.680 1 2.000 1 3.000 I 7.440
Segment 1 Reach 3
Was e 1 0.000 1 0.000 I 0.000 1 '0.000
Tributary 1 32.200 1 2.000 1 3.000 1 7.440
• Runoff 1 0.740 1 2.000 I 3.000 I 7.440
Segment 1 Reach 4
Waste 1 6.588 1 60.000 176.000 1 6.000
Tributary 1 0.000 1 2.000 I 3.000 1 7.440
* Runoff 1 0.740 1 2.000 I 3.000 I 7.440
Segment 1 Reach 5
Waste 1 3.100 1 85.500 I
Tributary 1 0.000 1 2.000 1
• Runoff 1 0.740 1 2.000 I
9.000
3,000
3.000
Segment 1 Reach 6
Waste 1 0.028 1 45.000 1 90.000
Tributary 1 0.000 1 2.000 1 3.000
* Runoff f 0.740 1 2.000 1 3.000
Segment 1 Reach 7
Waste 1 0. 0 1 1 1 45.000 1 90.000
Tributary I 0.000 1 2.000 1 3.000
* Ru toff I 0.740 I 2.000 1 3.000
Segmnt 1 Reach 8
W a .s t !, I 0.000 1 0.000
Tributary 1 0.000 I 2.000
* Runoff I 0.740 1 2.000
Segment 1 Reach 9
Waste: I 2.712 1446.100
Tributary 1 0.000 I 2.000
M Runoff I 0.740 1 2.000
Segment 2 Reach 1
Waste I 0.000
Headk^Jaters I 0.000
Tributary 1287.000
* Runoff I 0.000
Ru
0.000
2.000
2.000
2.000
noff flow is in cf sum i l e
0.000
3.0.00
3.000
0.000
3.000
3.000
6.000
7.440
7.440
0.000
7.440
7.440
0.000
7.440
7.440
0.000
7.440
7.440
0.000
7.440
7.440
0.000 I 0.000
1.000 I 0.000
1.000 1 7.440
1.000 1 7.440

Seg # I Reach f l Seg Mi I D.O. I CLOD
1 1 0.00 6.98 20.41
1 i 0.05 6.95 20.36
1 1 0.10 6.93 20.30
1 1 0.15 6.90 20.25
1 1 0.20 6.87 20.19
1 1 0.25 6.85 20.14
1 1 0.30 6.82 20.09
1 1 0.35 6.80 20.03
1 ( 0.40 6.78 19.98
1 1 0.45 6.76 19.93
1 1 0.50 6.74 19.88
1 2 0.50 6.74 19.88
1 2 0.60 6.62 19.77
1 2 0.70 6.50 19.66
1 2 0.80 6.38 19.56
1 2 0.90 6.27 19.45
1 2 1.00 6.16 19.35
1 2 1.10 6.06 19.25
1 2 1.20 5.96 19.15
1 2 1.30 5.87 19.04
1 2 1.40 5.77 18.94
1 2 1.50 5.68 18.84
1 2 1.60 5.60 18.74
1 2 1.70 5.52 18.64
1 2 1.80 5.44 18.54
1 2 1.90 5.36 18.45
1 3 1.90 6.43 10.01
1 3 2.00 6.40 9.97
1 3 2.10 6.37 9.94
1 3 2.20 6.34 9.90
1 3 2.30 6.32 9.86
1 3 2.40 6.29 9.82
1 3 2.50 6.27 9.79
1 3 2.60 6.24 9.75
1 3 2.70 6.22 9.71
1 3 2.80 6.20 9.67
1 3 2.90 6.18 9.64
1 3 3.00 6.16 9.60
1 3 3.10 6.14 9.56
1 3 3.20 6.12 9.53
1 3 3.30 6.11 9.49
'1 3 3.40 6.09 9.45
1 3 3.50 6.07 9.42
1 3 3.60 6.06 9.38
1 3 3.70 6.04 9.35
1 3 3.80 6.03 9.31
1 3 3.90 6.02 9.28
1 3 4.00 6.01 } 9.24
1 3 4.10 5.99 9.21
1 3 4.20 5.98 9.17
I 3 4.30 5.97 9.14
1 3 4.40 5.96 9.10
1 3 4.50 5.95 9.07
1 3 4.60 5.94 9.03
1 3 4.70 5.93 9.00
I 3 4.80 5.93 8.97
1 3 4.90 5.92 8.93
4 '3 t: nn r_ n i 0 nn
SUMMER
MODEL W/ CONE MILLS @a 446.1
DA. AVG., OLD SLOPES USED
NEOD I Flow
20.62 29.30
20.56 29.33
20.50 29.37
20.44 29.40
20.38 29.44
20.33 29.47
20.27 29.50
20.21 29.54
20.16 29.57
20.10 29.61
20.04 29.64
20.04 29.64
19.91 29.71
19.77 29.78
19.64 29.84
19.50 29.91
19.37 29.98
19.24 30.05
19.11 30.12
18.98 30.18
18.86 30.25
18.73 30.32
18.60 30.39
18.48 30.46
18.35 30.52
18.23 30.59
10.42 62.79
10.37 62.87
1 0 .3 1 62.94
10.26 63.01
10.20 63.09
10.15 63.16
10.10 63.24
10.05 63.31
9.99 63.38
9.94 63.46
9.89 63.53
9.84 63.61
9.79 63.68
9.74 63.75
9.69 63.33
9.64 63.90
9.59 63.98
9.54 64.05
9.49 64.12
9.44 64.20
9.39 64.27
9.34 64.35
9.29 64.42
9,24 64.49
9.20 64.57
9.15 64.64
9.10 64.72
9.06 64.79
9.01 64.86
8.96 64.94
8.92 65.01
0 0, Pal no

1
3
3
3
3
3
3
3
1 3
1 3
1 3
3
1 3
1 3
1 3
1 3
1 3
1 3
3
1 4
1 4
4
1 4
4
1 G
1 4
4
1 4
1 4
1 4
1 5
1 5
1 5
1 5
1 5
1 5
1• 5
1 5
1 5
1 5
1 5
1 5
1 5
1 6
1 6
1 6
1 6
1 6
I 6
6
1 6
1 6
1 6
6
1 7
7
1 7
1 7
1 8
1 8
1 8
1 8
1 8
1 8
1 8
1 8
a n
5.10
5.20
5.30
5.40
5.50
5.60
5.70
5.80
5.90
6.00
6.10
6.20
6.30
6.40
6.50
6.60
6.70
6.80
6.80
7.00
7.20
7.40
7.60
7.80
8.00
8.20
8.40
8.60
8.80
8.80
9.20
9.60
10.00
10.40
10.80
11.20
11.60
12.00
12.40
12.80
13.20
13.60
13.60
13.64
13.68
13.72
13.76
13.80
13.84
13.88
13.92
13.96
14.00
14.00
14.10
14.20
14.30
14.30
14.40
14.50
14.60
14.70
14.80
14.90
15.00
4' '8
5.91
5.90
5.89
5.89
5.88
5,88
5.88
5.87
5©
.8I
5.87
5.86
5.86
5.86
5.86
5.86
5.86
5.86
5.86
5.87
5.80
5.74
5,69
5.63
5.59
5.54
5.50
5,46
5.4.E
5.4.0
5.42
5.35
5.29
5.24
5.20
5.17
5 . 1 5
5.14
5.13
5.13
5.13
5.13
5.14
5.14
5.14
5.15
5.15
5.15
5.15
5.15
5.15
5.15
5.16
5.16
5,16
5.16
5.17
5 . 1 7
5.17
5.17
5.18
5.19
5.19
5.20
5.20
5.21
1 l 4
8.86
8.83
8.80
8.77
8.73
8,70
8.67
8.63
8.60
8.57
8.51E
8.51
8.47
8.44
8.41
8.38
8.35
8.32
12.98
12.89
12.80
12.71
12.62
12.53
12.44
12.35
12.26
12.18
12.09
15.02
14.82
14.62
14.42
14.22
14.03
13.84
13.65
13.46
13.28
13.10
12.92
12.75
12.76
12.74
12.73
12.71
12.69
12.68
12.66
12.64
12.62
12.61
12.59
12.59
12.55
12.51
12.47
12.47
12.43
12.38
12.34
12.30
12.26
12.22
12.18
a h 4 7.
8.63
8.78
8.73
8.69
8.65
8.60
8.56
8.51
8.47
8.43
8.38
8.34
8.30
8.26
8.21
8.17
8.13
8.09
14.22
14.08
13.94
13.81
13.67
13.54
13.41
13.28
13.15
13.03
12.90
12.74
12.51
12.28
12.05
11.83
1 1 6 1
11.40
11.19
10.98
10.78
10,58
10.39
10.20
10.23
10.21
10.19
10.17
10.15
10.13
10.12
10.10
10.08
10.06
10.04
10.05
10.01
9.96
9.92
9.92
9.87
9.83
9.78
9.74
9.69
9.65
9.60
65.16
65.23
65,31
65.38
65.46
65.53
65.60
65.68
65.75
65.83
65.90
65.97
66.05
66.12
66,20
66.27
66.34
66.42
73.01
73.15
73.30
73.45
73,60
73.75
73.89
74.04
74.19
74.34
74.49
77.59
77.88
78.18
78.47
78.77
79.07
79.36
79.66
79.95
80.25
80.55
80.84
81.14
8 1 . 1 7
81 . 19
81.22
81.25
81.28
81.31
81.34
81.37
81.40
81.43
81.46
81.47
81.55
81.62
81.69
81.69
81.77
81.84
81.92
81.99
82.06
82.14
82.21
n r r_ 0,5h n

1 r 8
1 8
1 8
1 8
1 8
8
1 8
1 8
1 8
1 8
1 8
1 8
1 8
1 8
1 8
1 8
'1 8
1. 8
1 8
1 8
'l 8
1 8
1 8
1 8
1 8
1 8
1 8
1 8
1 8
1 8
'1 8
1 8
1 8
1 8
1 8
1 8
1 8
1 8
1 8
i 8
1 3
1 8
1 8
1 8
1 8
1 8
1 8
8
f 8
8
1 8
1 8
1 8
1 8
f 8
1 8
1 8
1 8
1 8
1 8
I 8
1 8
8
8
9
4
15.20
15.30
15.40
15.50
15.60
15.70
15.80
15.90
16.00
16.10
16.20
16.30
16.40
16.50
16.60
16.70
16.80
16.90
17.00
17.10
17.20
17.30
17.40
17.50
17.60
17.70
17.80
17.90
18.00
18.10
18.20
18.30
18.40
18.50
18.60
18.70
18.80
18.90
19.00
19.10
19.20
19.30
19.40
19.50
19.60
19.70
19.00
19.90
20.00
20.10
20.20
20.30
20.40
20.50
20.60
20.70
20.80
20.90
2.1.00
2.1.10
21.20
21.30
2.1.40
21.50
21.50
n •i r.-M
5.,22
5.23
5.23
5.24
5.24
5.25
5.26
5.26
5.27
5.28
5.29
5.29
5.30
5.31
5.31
5.32
5.33
5.34
5.35
5.35
5.36
5.37
5.33
5.38
5.39
5.40
5.41
5.42
5.42
5.43
5.44
5.45
5.46
5.47
5.47
5.48
5.49
5.50
5.5.1
5.52
5.53
5.53
5.54
5.55
5.56
5.57
5.58
5.59
5.59
5.60
5.61
5.62
5.63
5.64
5.65
5.65
5.66
5.67
5.68
5.69
5.70
5 . 7 1
5.71
5.72
5.55
r_ r�
12.10
12.06
12.02
11.98
11.94
11.90
11.86
11.82
11.78
11.74
11.70
11.66
11.62
11.58
11.54
11.51
11.47
11.43
1 1 .39
11.35
11.32
11,28
11.24
11.20
11.17
11.13
11.09
11.06
11.02
10.98
10.95
10.9'1
10.87
10.84
10.80
10.77
10.73
10.70
10.66
10.63
10,59
10.56
10.52
10.49
10.45
10.42
10.38
10.35
10.32
10.28
10.25
10.21
10.18
10.15
10.11
10.08
10.05
10.01
9.98
9.95
9.92
9.68
9.85
9.82
23.01
r
9.52
9.47
9.43
9.39
9.35
9.30
9.26
9.22
9.18
9 . 14
9.
10
9.05
9.01
8.97
8.93
8.89
8.35
8.81
8.77
8.73
8.69
8.66
8.62
8.58
8.54
8,50
8.46
8.42
8.39
8.35
8.31
8.27
8.24
6.20
8.16
8 . 1 3
8.09
8.06
8.02
7.98
7.95
7.91
7.88
7.04
7,81
7.77
7.74
7.70
7.67
7.64
7.60
7.57
7.53
7.50
7.47
7.43
7.40
7.37
7.34
7.30
7.27
7.24
7.21
7.18
6.96
r• r� a
82.36
82.43
32.51
82.58
82.66
82.73
82.80
82.88
82.95
83.03
83.'10
83.17
83.25
83.32
83.40
83.47
83.54
83.62
83.69
83.77
83.84
83.91
83.99
84.06
84.14
84.21
84.28
84.36
84,43
84.51
84.58
84.65
84.73
84.80
84.88
04.95
85.02
85.10
85.17
85.25
85.32
85.39
85.47
85.54
85.62
85.69
85.76
85.84
85.91
05.99
86.06
�86.13
86.21
86.28
86.36
86.43
86.50
86.58
86.65
86.73
86.80
86.87
86.95
87.02
89.73
on 01

l r 9
.( 9
1 9
1 9
9
1 9
1 9
1 9
9
9
9
1 9
9
i 9
7 1
2 1
2 '1
2
2
2
2 1
2 1
1
2 1
2 1
beg # 1 Reach
21.70
21.80
21.90
22.00
22.10
22.20
22.30
22.40
22.50
22.. 60
22.70
22.80
22.90
23,00
0.00
0.10
0.20
0.30
0.40
0.50
0.60
0.70
0.80
0.90
1.00
1i: 1 beg Mi
5.52
5.50
5.48
5.47
5.45
5.44
5.43
5.41
5.40
5.39
5.38
5.37
5.36
5.35
6.94
7.04
7.13
7.21
7.29
7.36
7.43
7.48
7.54
7.59
7.63
D.O.
22,86
22.78
22.71
22.63
22.56
22.48
22.41
22.34
22.27
22.19
22.12
22.05
21.98
21.90
6.79
6.78
6.7.7
6.76
6.75
6.73
6.72
6.71
6.70
6.69
6,68
C 6 00
6.90 89.88
6.67 89.96
6.84 90.03
6.81 90.10
6.78 90,18
6.75 90.25
.6.72 90.33
6.70 90.40
6.67 90.47
6.64 90.55
6.61 90.62
6.58 90.70
6.55 90.77
6.53 90.84
2.33 377.84
2.32 377.84
2.32 377.84
2.32 377.84
2.31 377.84
2.31 377.84
2.31 377.84
2.30 377.84
2.30 377.84
2.30 377.84
2.29 377.84
NI3OD 1 Flow 1

MODEL RESULT
Discharger CONE MILLS CORPORATION
Receiving Stream} SECOND BROAD RIVER
The End D.O. is 17.67 mg/I.
The End CBOD is i5 . 1 7 m /1 .
The End NBOD is 2.20 mg/1 .
Segment 1
Reach 1
Reach 2
Reach
Reach 4
Reach 5
Reach 6
Reach 7
Reach 8
Reach 0
Segment 2
Reach 1
frti 1 epoi nt
12.40
Reach
E
6 99 0.00 1
(-ot d hvee; ,mar, Jam .7" z
c� 4,4,40Adam)
I.JMMER
W L A W L A W L A
CBOD NBOD DO Waste Flow
(m9/1) (mg/1) (mg/1) (mgcl)
60.00
0.00
0.00
60.00
85.50
45.00
45.00
0.00
224.10
58.50 6.00 6.00000
0.00 0.00 0.00000
0 00 0.00 0.00000
76,00 6,00 4.25000
9.00 6.00 2.00000
90.00 0.00 0.01800
90.00 0.00 0.00700
0.00 0,00 0.00000
0.00 0.00 1.75000
0.00 0.00
0.00 0.00000

• m MODEL SUMMARY DATA , *y;
_ Discharger
Receiving Stream
Summer 7Q10
Design gn Temperat
CONE MILLS CORPORATION 8ubba i n : 030802
• SECOND BROAD RIVER Stream Class: WSIII
6
(."
. 2
ire: 25.0
Winter 7Q 1 0 : 9 1 . 2
(LENGTH( SLOPE( VELOCITY 1 DEPTH' Kd 1 Kd 1 Ka 1 Ka 1 KN 1 KN 1 KNR 1 KNR
( mile 1 ft/mil fps 1 ft (design( p20° (design# @20° (design( @20° ldesignl @20°
Segment 1 1 0,501 10.601 0,131 ( 1.64 1 0.38 1 0.31 1 1.61 1 6,821 0,44 1 0.30 1 0,44 1 0.00
Reach 1 1 I 1 1 1 1 1 1 I I 1 !
1
Segment 1 1.40 4.001 0.554 1.90 0.30 0,24 2.18 1,951 0,44 0.30 0.44 0,00
Reach 2 1
I I {
Segment 1 1 4.901 4.001
Reach 3 1 1 1
0.613 2.65 0.29 0.23 2.40 2.161 0.44 0.30 0.44 0.00
I I
Segment 1 2.00 4.0011 0.660 2,13 0.29 0,23 2.59 2,321 0.44 0.30 0.44 0.00
Reach 4 1� 1
I I I!
Segment 1 1 4.801 4,001
Reach 5 1 !
f I I 1 I 1
0.682 1 2.18 1 0,29 1 0.23 1 2.68 1 2.401 0.44 1 0.30 10,44 1 0.00
I I I'
Segment 1 1 0.40( 4,001 1 0.683 12.82 1 0,29 1 0,23 1 2,68 1 2.411 0.44 1 0.30 1 0,44 1 0.00
Reach 6 l 1 I I I ( I I I I
I I I 1 1 1 1 1 1 1 I 1
Segment 1 1 0.301 4.001 0.684 1 2.82 1 0.29 1 0.23 12,68 1 2.411 0,44 1 0.30 1 0.44 1 0.00
Reach 1 1 1 1 1 1 1 1 1 1 1
I ( I
Segment 1 1 1.201 4.001
Reach 8 1 1 !
0.686 1 2.86 1 0.29 1 0.23 1 2.69 1 2.411 0.44 1 0,30 1 0.44 1 0.00
I I I
Segment 1 1 1.501 4,001
Reach 9 1 1 1
0.105 1 2.92 1 0.29 1 0.23 1 2.11 1 2.481 0.44 1 0,30 1 0.44 1 0,00
1 1 I 1{ 1 1
I 1 1 1 1 1 1 1 1{
Segment 2 1 1.001 15.001 1.689 1 3.86 1 0.41 1 0.33 124,86 1 22,301 0,44 1 0.30 1 0.44 1 0.00
Reach 1
1 Flow
I c f ._
Segment 1 Reach 1
CBOD 1 NBCID
mg/1 1 rng/1
1 D.O.
I mg/1
Met

Headwter j 20.000 1 2.000 1 3,000 1 7,440
Tributary 1 0.000 j 2.000 1 3.000 1 7.440
* Runoff { 0.680 1 2.000 1 3.000 1 7.440
Segment 1 Reach 2
Waste 1 0.000 1 0.000 1 0.000 1 0.000
Tributary j 0.000 1 2.000 1 3.000 j 7.440
* Runoff j 0.680 1 2.000 1 3.000 1 7.440
Segment 1 Reach 3
Wasto 1 0.000 1 0.000 1 0.000 1 0.000
Tri}.utary 1 32.200 1 2.000 1 3.000 1 7.440
* Runoff 1 0.740 1 2.000 1 3.000 1 7.440
Segment 1 Reach 4
Wasie I 6.588 1 60.000 1 76.000 j
Tributary 1 0.000 1 2.000 1 3.000
* Rt.noff 1 0.740 j. 2.000 1 3.000 1
6.000
7.440
7.440
Seg ent 1 Reach 5
ta:t'e 1 3.100 1 65.500 1 9.000 1 6.000
Tributary 1 0.000 j 2.000 1 3.000 1 7.440
* Runoff j 0.740 1 2.000 1 3.000 1 7,440
Segment 1 Reach 6
Waste 1 0.028 j 45.000 j 90.000 I
Tributary 1 0.000 j 2.000 1 3.000 j
* Runoff i 0.740 j 2.000 j 3.000 1
Segm:mt 1 Reach 7
Waste j 0.011 1 45.000 j 90.000
TribJtary j '0.000 j 2.000 j 3.000
.< Ru Toff 1 0.740 1 2.000 i 3.000
Segment 1 Reach 8
Waste j 0.000
Tributary j 0.000
• Ruhoff 1 0.740
0.000
2.000
2.000
Segment 1 Reach 9
Waste j 2.712 1224.100
Tributary j 0.000 1 . 2.000
* Runoff j 0.740 1 2.000
Segment 2 Reach 1
Waste ! 0.000
Headwaters( 0.000
Tri bL tary 1287.000
• Runoff 1 0.000
0.000
3.000
3.000
0.000
3.000
3.000
0.000 1 0.000
2.000 1 1.000
2.000 1 1,000
2.000 1 1.000
* Runoff flow is in cfs/mile
0.000
7.440
7.440
0.000
7.440
7.440
0,000
7.440
7.440
0.000
7.440
7.440
0.000
0.000
7,440
7.440

bey #
1
1
1
1
1
1
1
1
1
•I
1
1
'1
1
1
'1
1
1
1
1
1
1
1
.1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
I Reach # I seg Hi j D.O. f
1 0.00 6.98
1 0.05 6.95
1 0.10 6.93
1 0.15 6.90
1 0.20 8.87
1 0.25 6.85
1 0.30 6.82
1 0.35 6.80
1 0.40 6.78
1 0.45 6.76
1 0.50 6.74
2 0.50 6.74
2 0.60 6.62
2 0.70 6.50
2 0.80 6.38
2 0.90 6.27
2 1.00 6.16
2 1 . 10 6.06
2 1.20 5.96
2 1.30 5.87
2 1.40 5.77
2 1.50 5.68
2 1.60 5,60
2 1.70 5.52
2 1.80 5.44
2 1.90 5.36
3 1.90 6.43
3 2.00 6.40
3 2.10 6.37
3 2.20 6.34
3 2.30 6.32
3 2.40 6.29
3 2.50 6.27
3 2.60 6.24
3 2.70 6.22
3 2.80 6.20
3 2.90 6.18
3 3.00 6.16
3 3.10 6.14
3 3.20 6.12
3 3.30 6.11
3 3.40 6.09
3 3.50 6.07
3 3.60 6.06
3 3.70 6.04
3 3.80 6.03
3 3.90 6.02
3 4.00 6.01
3 4.10 5.99
3 4.20 5.98
3 4.30 5.97
3 4.40 5.96
3 4.50 5.95
3 4.60 5.94
3 4.70 5.93
3 4.80 5.93
3 4.90 5.92
4 ^► C n n tr r d
CBOD
20.41
20.36
20.30
20.25
20.19
20.14
20.09
20.03
19.98
19.93
19.88
19.88
19.77
19.66
19.56
19.45
19.35
19.25
19.15
19.04
18.94
18.84
18.74
18.64
18.54
18.45
10.01
9.97
9.94
9.90
9.86
9.82
9.79
9.75
9.71
9.67
9.64
9.60
9.56
9.53
9.49
9.45
9.42
9.38
9.35
9.31
9.28
9.24
9.21
9.17
9.14
9.10
9.07
9.03
9.00
8.97
8.93
0 n n
SUMMER
NBO0
20.62
20.56
20.50
20.44
20.38
20.33
20.27
20.21
20.16
20.10
20.04
20.04
19.91
19.77
19.64
19.50
19.37
19.24
19.11
18.98
18.86
18.7..)
18.60
18.48
18.35
18.23
10.42
10.37
10.31
10.26
10.20
10.15
10.10
10.05
9.99
9.94
9.89
9.84
9.79
9.74
9.69
9.64
9.59
9.54
9.49
9.44
9.39
9.34
9.29
9.24
9.20
9.15
9.10
9.06
9.01
8.96
8.92
0 01
Flow
29.30
29.33
29.37
29.40
29.44
29.47
29.50
29.54
29.57
29.61
29.64
29.64
29.71
29.78
29.84
29.91
29.98
30.05
30.12
30.18
30.25
30.32
30.39
30.46
30.52
30.59
62.79
62.87
62.94
63.0'1
63.09
63.16
63.24
63.31
63.38
63.46
63.53
63.6'1
63.68
63.75
63.83
63.90
63.98
64.05
64.12
64.20
64.27
64.35
64.42
64.49
64.57
64.64
64.72
64.79
64.86
64.94
65.01
P=. no

1 3 5.10 5.91 8.86 8.83 65.16
1 3 5.20 5.90 8.83 8.78 65.23
1 3 5.30 5.89 8.80 8.73 65,31
1 3 5.40 5.09 8.77 8.69 65.38
1 3 5.50 5.88 8.73 8.65 65.46
1 3 5.60 5.88 8.70 8.60 65.53
1 3 5.70 5.88 8.67 8.56 65.60
1 3 5.80 5.87 8.63 8.51 65.68
1 3 5.90 5.87 8.60 8.47 65.75
1 3 6.00 5.87 8.57 8.43 65.83
i a 6.10 5.86 '8.54 8.38 65.90
1 as 6.20 5.86 8.51 8.34 65.97
1 3 6.30 5.86 8.47 8.30 66.05
i 3 6.40 5.86 8.44 8.26 66.12
1 3 6.50 5.86 8.41 8.21 66.20
1 3 6.60 5.86 8.38 8.17 66.27
1 3 6.70 5.86 8.35 8.13 66.34
1 3 6.80 5.86 8.32 8.09 66.42
1 4 6.80 5.87 12.98 14.22 73.01
1 4 7.00 5.80 12.89 14.08 73.15
1 4 7.20 5.74 12.80 13.94 73.30
1 4 7.40 5.69 12.71 13.81 73.45
1 4 7.60 5.63 12.62 13.67 73.60
1 4 7.80 5.59 12.53 13.54 73.75
1 4 8.00 5,54 12.44 13.41 73.89
1 4 8.20 5.50 12.35 13.28 74.04
1 4 8.40 5.46 12.26 13.15 74.19
1 4 8.60 5.43 12.18 13.03 74,34
1 4 8.80 5.40 12.09 12.90 74.49
1 5 8.80 5.42 15.02 12.74 77.59
1 5 9.20 5.35 14.82 12.51 77.88
1 5 9.60 5.29 14.62 12.28 78.18
1 5 10.00 5.24 14.42 12.05 78.47
1 5 10.40 5.20 14.22 11.83 78.77
1 5 10.80 5.17 14.03 11.61 79.07
1 5 11.20 5.15 13.84 11.40 79.36
1 5 11.60 5.14 13.65 11.19 79.66
1 5 12.00 5.13 13.46 10.98 79.95
1 5 12.40 5.13 13.28 10.78 80.25
1 5 12.80 5.13 13.10 10.58 80.55
1 5 13.20 5.13 12.92 10.39 80.84
1 5 13.60 5.14 12.75 10.20 81.14
1 6 13.60 5.14 12.76 10.23 81.17
1 6 13.64 5.14 12.74. 10.21 81.19
1 6 13.68 5.15 12.73 10.19 81.22
1 6 13.72 5.15 12.71 10.17 81.25
1 6 13.76 5.15 12.69 10.15 81.28
1 6 13.80 5.15 12.68 10.13 81.31
1 6 13.84 5.15 12.66 10.12 81.34
1 6 13.88 5.15 12.64 10.10 81.37
1 6 13.92 5.15 12.62 10.08 81.40
1 6 13.96 5.16 12.61 10.06 81.43
1 6 14.00 5.16 12.59 10.04 81.46
1 7 14.00 5.16 12.59 10.05 81.47
1 7 14.10 5.16 12.55 10.01 81.55
1 7 14.20 5.17 12.51 9.96 81.62
1 7 14.30 5.17 12.47 9.92 81.69
1 8 14.30 5.17 12.47 9.92 81.69
1 8 14.40 5.17 12.43 9.87 81.77
1 8 14.50 5.18 12.38 9.83 81.84
1 8 14.60 5.19 12.34 9.78 81.92
1 8 '14 . 7 0 5. 1 9 12.30 9.74 81.99
1 8 14.80 5.20 12.26 9.69 82.06
1 8 14.90 5.20 12.22 9.65 82.14
1 8 15.00 5.21 12.18 9.60 82.21
1 n 1S _ ll Fi.91 19. 'IlL t;_fiR n?..9C)

1 . , 3 15.20 5.22 12 10 9.52 82.36
• . . 1 8 15.30 5.23 12.06 9.47 82,43
1 8 15.40 5.23 12.02 9.43 82.51
1 8 15.50 5.24 11.98 9.39 82.58
1 8 15.60 5.24 11.94 9.35 82.66
1 8 15.70 5.25 11.90 9.30 82.73
1 8 15.80 5.26 11.86 9.26 82.80
1 8 15.90 5.26 11.82 9.22 82.88
1 8 16,00 5.27 11.78 9.18 82.95
1 8 16.10 5.28 11.74 9.14 83.03
1 8 16.20 5.29 11.70 9.10 83.10
1 8 16.30 5.29 11.66 9.05 83.17
1 8 16.40 5.30 11.62 9.01 83.25
1 8 16.50 5.31 11.58 8.97 83.32
1 8 16.60 5,31 11.54 8.93 83.40
1 8 16.70 5.32 11.51 8.89 83,47
1 8 16.80 5.33 11.47 8.85 83.54
1 8 16.90 5.34 11.43 8.81 83.62
1 8 '17.00 5.35 11.39 8,77 83.69
1 8 17.10 5.35 11.35 8.73 83.77
1 8 17.20 5.36 11.32 8.69 83.84
1 8 17.30 5.37 11.28 8.66 83.91
1 8 17.40 5.38 11.24 8.62 83.99
1 8, 17.50 5.38 11.20 8,58 84.06
1 8 17.60 5.39 1 1 . 17 8.54 84.14
1 8 17.70 5.40 11.13 8.50 84.21
1 8 17.80 5.41 11.09 8.46 84.28
1 8 17.90 5.42 11.06 8.42 84.36
1 8 18.00 5.42 11.02 8.39 84.43
1 8 18.10 5.43 10.98 8.35 84.51
1 8 18.20 5.44 10.95 8.31 84.58
1 8 18.30 5.45 10.91 8.27 84.65
1 8 18.40 5.46 10.87 8.24 84.73
1 8 18.50 5.47 10.84 8.2.0 84.80
1 8 18.60 5.47 10.80 8.16 84.88
1 8 18.70 5.48 10.77 8.13 84.95
1 8 18.80 5.49 10.73 8.09 85.02
1 8 18.90 5.50 10.70 8.06 85.10
1 8 19.00 5.51 10.66 8.02 85.17
1 8 19.10 5,52 10.63 7.98 85.25
1 8 19.20 5.53 10.59 7.95 85,32
1 8 19.30 5.53 10.56 7.91 85.39
1 8 19.40 5.54 10.52 7.88 85.47
1 8 19.50 5.55 10.49 7.84 85.5'4
1 8 19.60 5.56 10.45 7.81 85.62
1 8 19.70 5.57 10.42 7.77 85.69
1 8 19.80 5.58 10.38 7.74 85.76
1 8 19.90 5.59 10.35 7.70 85.84
1 8 20.00 5.59 10.32 7.67 85.91
1 8 20.10 5.60 10.28 7.64 85.99
1 8 20.20 5.61 10.25 7.60 86.06
1 8 20.30 5.62 10.21 7.57 86.13
1 8 20.40 5.63 10.18 7.53 86.21
1 8 20.50 5.64 10.15 7.50 86.28
1 8 20.60 5.65 10.11 7.47 86.36
i 8 20.70 5.65 10.08 7.43 86.43
1 8 20.80 5.66 10.05 7.40 86.50
1 8 20.90 5.67 10.01 7.37 86.58
1 8 21.00 5.68• 9.98 7.34 86.65
1 8 21.10 5.69 9.95 7.30 86.73
1 8 21.20 5.70 9.92 7.27 86.80
1 8 21.30 5.71 9.88 7.24 86.87
1 8 21.40 5.71 9.85 7.21 86.95
1 8 21.50 5.72 9.82. 7.18 87.02
1 9 21.50 5.55 16.30 6.96 89.73
M4 C"M Cr: dC n1. r` f1. 0C 0i

'1 ▪ 9
• 1 9
9
1 9
4
1 9
1 9
1 9
1 9
1 9
1 9
1 9
1 9
1 9
9
2 1
2 1
2 1
2 1
•2 1
2 1
2 1
2 1
2
2 1
2 1
Seg # I Reach #
21.70
21.80
21.90
22.00
22.10
22.20
22.30
22.40
22.50
22.60
22.70
22.80
22.90
23.00
0.00
0,10
0.20
0.30
0.40
0:50
0.60
0.70
0.80
0.90
1.00
Seg Mi
5.55 16.19 6.90 89.88
5.55 16.14 6.87 89.96
5.55 16.09 6.84 90.03
5.55 16.03 6.81 90.10
5.55 15.98 6.78 90.18
5.55 15,93 6.75 90.25
5.55 15.88 6.72 90.33
5.55 15.83 6.70 90.40
5.55 15.78 6.67 90.47
5.55 15.72 6.64 90.55
5.55 15.67 6.61 90.62
5.55 15.62 6.58 90.70
5.56 15.57 6.55 90.77
5.56 15.52 6.53 90.84
6.99 5.25 2.33 377.84
7.09 5.24 2.32 377.84
7.18 5.24 2.32 377.84
7.26 5.23 2.32 377.84
7.33 5.22 2.31 377.84
7.40 5.21 2.31 377.84
7.46 5.20 2.31 377.84
7.52 5.20 2.30 377.84
7.57 5.19 2.30 377.84
7.62 5.18 2.30 377.84
7.67 5.17 2.29 377.84
D.O. I CBOD I NBOD I Flow I

3 it f1-
ori 6if■+r
z
EischaRger
Receiving Stream
---------- MODEL RESULTS
CONE HILLS CORPORATION
; SECOND BROAD RIVER
[he End D.O. is 5,56 mg/l.
The End CBOD is 15,52 mg/!.
The End NBOD is 6.53 mg/i.
Segment 1
Reach 1
Reach 2
Reach 3
Reach 4
Reach S
Reach 6
Reach 7
Reach P
Reach e
SUMMER
WLA WLA WLA
DO Hin CLOD NEOO DO Waste Plow
(mg/l) Milepoinf Reach l (mg/1) (mg/1) (mg/1) (mgd)
5.13
60.00 56,50 6.00 6.00000
0.00 0.00 0.00 0.00000
0,00 0.00 0.03 0.00000
60,00 (6,00 6.00 4.25000
65.50 0.00 6.00 2.00000
45.00 90.00 0.00 0.01300
45.00 90,00 0.00 0,007a0
0.00 0.00 0.00 0.00000
M ±4.1V 0.00 0.00 . . £

t.
Discharger
Receiving Stream
Summer 7Q10
Design Twmperatur
*** MODEL SUMMARY DATA )K*
: CONE MILLS CORPORATION
Subbas i n : 030802
SECOND BROAD FIVER Stream Class: WSIII
Y 62.1
e: 25.0
Winter 7Q10 : 91.2
I LENGTH I SLOPE' VELOCITY 1 OEPTH I Kd 1 Kd 1 Ka I Ka 1 K11 1 K11 1 K11R I KNR
mile 1 ft/mil fps 1 ft !design' a20° Idesign' n20° !design l fi20° Idesign' @20°
{ I
Segment 1 1 0.501 10.60
Reach 1 1 1
0,731 1 1.64 1 0.38 10.31 1 7,61 1 6.821 0.44 1 0.30 1 0.44 1 0.00
I I
Segment 1 1 1.401 4.00
Reach 2 1 I
0.554 1 1.90 1 0.30 1 0.24 1 2.18 1 1,951 0,44 1 0.30 1 0,44 1 0.00
I I
Segment 1 1 4.901 4.00
Reach 3 1
0.613 1 2,65 1 0.29 1 0.23 1 2,40 1 2.161 0.44 1 0.30 1 0.44 1 0.00
Segment 1 1 2.001 4.001 0.660 1 2,73 1 0,29 1 0.23 1 2.59 1 2.321 0.44 1 0.30 1 0,44 1 0.00
Reach 4 1 1 I 1 1 I I I I
Segment 1 4.801 4.00
Reach 5
0.682 1 2.19 1 0.29 1 0.23 1 2.68 1 2.401 0.44 1 0.30 1 0.44 1 0.00
1 1 1 1 1 1 1 1 1 1 1 1
Segment 1 1 0.401 4,001 0,683 1 2.82 1 0.29 1 0.23 1 2,68 1 2.411 0.44 1 0.30 1 0.44 1 0.00
Reach 6 1 I I I I I 1 I I I I I
Segment 1 1 0.301 4.00
Reach 1 1 I
0,684 1 2.82 1 0.29 1 0.23 1 2.68 1 2.411 0.44 1 0,30 1 0,44 1 0.00
1 1 1 1 1 1 1 1 1 1 1 1
Segment 1 1 7,201 4.001 0,686 1 2.86 1 0.29 1 0,23 1 2.69 1 2,411 0.44 1 0.30 1 0.44 1 0,00
Reach 8
Segment 1 1 1,501 4,00
Reach 9 1 i
0.705 1 2.92 1 0.29 1 0.23 1 2.11 1 2.481 0.44 1 0.30 1 0.44 1 0.00
1 Flow 1 CBOD 1 N0.0D 1 D.O. I
1 cfs 1 mg/1 1 mg/1 1 mg/1
Segment 1 Reach 1
Waste I 9.300 1 60.000 1 53.500 1 6.000
Headwaters 1 20.000 1 2.000 1 3,000 1 7.440
Tri buar•Y 1 0.000 1 2.000 1 3.000 1 7.440
* Runoff 1 0.680 1 2.000 1 3.000 1 7.440

Seam nt 1 Reach 2
Waste I 0,000
Tri b .rtary I 0.000
* Runoff I 0.680
Segment 1 Reach 3
Waste I 0.000
Tributary I 32.200
;< Runoff I 0.740
0.'000
2.000
2.000
0.000
2.000
2.000
0.000
3.000
3.000
0.000
3.000
3.000
Segment 1 Reach 4
Write I 6.588 160.000 176.000 I
Tributary 1 0.000 I 2.000 1 3.000 I
* Runoff I .0.740 I 2.000 I 3.000 I
0.000
7.440
7.440
0.000
7.440
7.440
6.000
7.440
7.440
Segment 1 Reach 5
WastW I 3.100 185.500 I 9.000 1 6.000
Trib6tary I 0.000 I 2.000 I 3.000 I 7.440
* Ruthoff I 0.740 I 2.000 I 3.000 r 7.440
S egmI nt 1 Reach h 6
Waste I 0.028 I 45.000 j 90.000
Tributary I 0.000 I 2.000 I 3.000
* Runoff 1 0.740 1 2.000 1 3.000
Segment 1 Reach 7
Waste I 0.0 1 1 I 45.000 I 90.000
Tributary I 0.000 ! 2.000 I 3.000
* Runoff 1 0.740 1 2.000 1 3.000
0.000
7.440
7.440
0.000
7.440
7.440
Segment 1 Reach 8
Write I 0.000 I 0.000 I 0.000 1 0.000
Tributary 1 0.000 I 2.000 1 3.000 I 7.440
* Runoff I 0.740 I 2.000 I 3.000 I 7.440
Segment 1 Reach 9
Waste I 2.712 1224.100 1 0.000 I 0.000
Tribr' ttay I 0.000 I 2.000 1 3.000 I 7.440
• Runoff 1 0.740 I 2.000 1 3.000 I 7.440
* R
rnof f flow is in cf s/mi 1 e

I
6ej # I
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
.1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
Reach #
1
1
1
1
1
1
1
1
1
1
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
3
3
.3
3
3
3
3
3
3
a
3
3
3
3
3
3
3
3
3
3
3
3
3
.1
3
3
3
3
3
I Seg Mi
0.00
0.0.5
0.10
0.15
0.20
0.25
0.30
0.35
0.40
0.45
0.50
0.50
0,60
0.70
0.80
0.90
1.00
1.10
1.20
1.30
1.40
1.50
1.60
1.70
1.80
1.90
1.90
2.00
2.10
2.20
2.30
2.40
2.50
2.60
..y
. 70
2.80
2.90
3.00
3.10
aa.20
3.30
3.40
3.50
3.60
3.70
3.80
3.90
4.00
4.10
4.20
4.30
4.40
4.50
4.60
4.70
4.80
4.90
c nn
D.O.
6.98
6.95
6.93
6.90
6.87
6.85
6.82
6.80
6.78
6.76
6.74
6.74
6.62
6.50
6.38
6•27
6.16
6.06
5.96
5.87
5,77
5.68
5.60
5.52
5.44
5.36
6.43
6.40
6.37
6.34
6.32
6.29
6.27
6.24
6.22
6.20
6.18
6.16
6.14
6.12
6.11
6.09
6.07
6.06
6.04
6.03
6.02
6.01
5.99
5.98
5.97
5.96
5.95
5,94
5.93
5.93
5.92
CBOD
20.41
20.36
20,30
20.25
20.19
20.14
20.09
20.03
19.98
19.93
19.88
19.88
19.77
19.66
19.56
19.45
19.35
19.25
19.15
19.04
18.94
18.84
18.74
18.64
18.54
18.45
10.01
9.97
9.94
9.90
9.86
9.82
9.79
9.75
9.71
9.67
9.64
9.60
9.56
9.53
9.49
9.45
9.42
9.38
9.35
9.31
9.28
9:24
9.21
9.17
9.14
9.10
9.07
9.03
9.00
8.97
8.93
R. QQ n
SUMMER
NBOD I
20.62
20.56
20.50
20.44
20.38
20.33
20.27
20.21
20.16
20.10
20.04
20.04
19.91
19.77
19.64
19♦50
19.37
19.24
19.11
18.98
18.86
18.73
18.60
18.48
18.35
18.23
10.42
10.37
10.31
10.26
10.20
10.15
10.10
10.05
9.99
9.94
9.89
9.84
9.79
9.74
9.69
9.64
9.59
9.54
9.49
9.44
9.39
9.34
9.29
9.24
9.20
9.15
9.10
9.06
9.01
8.96
8.92
Flow I
29.30
29.33
29.37
29.40
29.44
29.47
29.50
29.54
29.57
29.61
29.64
29.64
29.71
29.78
29.84
29.91
99.98
30.05
30.12
30.18
30.25
30.32
30.39
30.46
30.52
30.59
62.79
62.8!
62.94
63.01
63.09
63.16
63.24
63.31
63.38
63 .46
63.53
63.61
63.68
63.75
63.83
63.90
63.98
64.05
64.12
64.20
64.27
64.35
64.42
64.49
64.57
64.64
64.72
64.79
64.86
64.94
65.01
(5r_,.nn
s et oat Le

3
3
3
3
3
3
3
3
4
4
4
4
4
5
5
5
5
5
5
5
5
5
5
6
6
6
6
6
6
6
6
6
6
7
8
8
8
t3
-20
5.30
t.40
5,50
5.66
5 20
5.'10
F,90
u.00
6 19
6.20
6,30
6.40
6.50
6.60
6./0
6..00
6 80
7.00
7.40
7,60
't 6,0
8,00
8.20
8.60
0.89
6.eo
9,?0
9.60
10.00
10.110
11 20
11.60
1? 00
12 40
12.eo
13,20
13.60
1:1 60
13.64
12- 68
13.72
13.76
13.60
12.8h
13.06
13.9?
1..) 96
14.00
14.00
14.10
14,20
14,2)0
14,30
114,e4.0
i4,50
19.00
14.i0
14.20
14.90
16.eo
5,91
5,90
89
.5.99
5.28
5.80
5,88
5•67
5,92
.86
5.86
5,86
5 86
5.66
5.36
5.86
5,86
5.07
5,80
5,t'h
5:69
5.63
5.54
5:50
5,45
5,43
5.40
5.42
5.35
5.29
5.24
5.20
5.11
5.15
5.14
111111
5, 14
5.14
5. 14
5.15
5.15
5. 15
5-15
5.15
5.15
5,15
5.16
5.16
5,16
5.1('5
5.17
5.11
5.1"!
5.17
5.18
5 19
5.20
5 90
2,85
8.83
e
.
C . 1 0
2 67
8.63
8.6o
8,57
8 54
8.4?
0.44
8.41
83 .5
8.32
12.98
12.89
12.60
12.71
12,62
12.53
12.44
12_35
1.2,26
12,10
12.09
15.02
14.82
14,62
14.47
14.22
14.03
13.04
13,65
13,46
123.23
12,8?
12.75
12.76
12.74
12,73
12.71
12.69
12.69
12.66
12.64
12.62
1.2 61
12.59
12.59
12.55
12.51
12.47
12.47
12./0
12,38
12..114,
12,30
12.20
12.22
12.13
8.8.
8
6.73
13.69
8,65
6.60
56
6.51
8,43
8.6k
8.34
3.30
8.26
8 21
0,re
0.13
8,09
14 22
14.08
13.94
1's.81
11 6'
13,41
13 28
12,15
13.03
12,90
12 74
12.51
12.2e
12.05
11, 83
11.61
10 98
10.7,3
10,50
10 39
10,'20
10.23
10.21
10.19
10.17
10.15
10,13
10.,2
10.10
10 OC
10,06
10 04
10_05
10.01
9.90
9.92
9 92
9.87
9,83
74
9 69
9,65
9 GO
:55'.1361
:35555:3 65' of;)•
65.6e
65.75
61.6')5:'8 .9)037
681,866" ,12 ?.105
66.27
6'3.34
65:0142 73 1
73.15
(t.1-71'
5 -173:89
7:
14.19
7
.14.49
79 1
11.1.1193
/9.66
79.95
60.2'5
00 .55
ao
28811: a.:Aniyirk _TA • CAKJ/1"f•4
9
61.22
81, 2E.:
81.28
81.3
81.ih
;14
61.37
133
81.43
144. f:5)
:11 6.)5 2
8
6
81.69
'I 6 - giyit , (A1CC;
8111 t1314-1
811: ,
62,06
6'.12?..?1111

1 r . 6 15.20 5.22 12.10 9.59 82.36
L .J.... •1 8 15.30 5.23 12.06 9.47 82.43
1 8 15.40 5. `3 12.02 9.43 82.51
1 8 15.50 5.24 11.98 9.39 82.58
1 8 15.60 5.24 11.94 9.35 82.66
1 8 15.70 5.25 11.90 9.30 82.73
1 8 15.80 5.26 11.86 9.26 82.80
• 1 8 15.90 5.26 11.82 9.22 82.88
1 8 16.00 5.27 11.78 9.18 82.95
1 . 8 16.10 5.28 11.74 9.14 83.03
1 8 16.20 5.29 11.70 9.10 83.10
1 8 16.30 5.29 11.66 9.05 83.17
1 8 16.40 5.30 11.62 9.01 83.25
1 8 16.50 5.31 11.58 8.97 83.32
1 8 16.60 5.31 11.54 8.93 83.40
1 8 16.70 5.32 11.51 8.89 83.47
1 8 16.80 5.33 11.47 8.85 83.54
1 8 16.90 5.34 11,43 8.81 83.62
I 8 17.00 5.35 11.39 8.77 83.69
1 8 17.10 5.35 11.35 8.73 83.77
1 8 17.20 5.36 11.32 8.69 83.84
1 8 17.30 5.37 11.28 8.66 83.91
1 8 17.40 5.38 1 1 .24 8.62 83.99
1 8 17.50 5.38 11.20 8.56 84.06
1 8 17.60 5.39 11.17 8.54 84.14
1 8 17.70 5.40 11.13 8.50 84.21
1 8 17.80 5.41 11.09 8.46 84.28
1 8 17.90 5.42 11.06 8.42 84.36
1 8 18.00 5.42 11.02 8.39 84.43
1 8 18.10 5.43 10.98 8,35 84.51
1 8 18.20 5.44 10.95 8.31 84.58
1 8 18.30 5.45 10.91 8.27 84.65
1 8 18.40 5.46 10.87 8.24 84.73
1 8 18.50 5.47 10.84 8.20 84.80
1 8 18.60 5.47 10.80 8.16 84.88
1 8 18.70 5.48 10.77 8.13 84.95
1 8 18.80 5.49 10.73 8.09 85.02
1 8 18.90 5.50 10.70 8,06 85,10
1 8 19.00 5.51 10.66 8.02 85.17
1 8 19.10 5.52 10.63 7.98 85.25
1 8 19.20 5.53 10.59 7.95 85.32
1 8 19.30 5.53 10.56 7.91 85.39
1 8 19.40 5.54 10.52 7.88 85.47
1 8 19.50 5.55 10.49 7.84 85.54
1 8 19.60 5,56 10.45 7,81 85.62
1 8 19.70 5.57 10.42 7.77 85.69
1 8 19.80 5.58 10.38 7.74 85.76
1 8 19.90 5.59 10.35 7.70 85.64
1 8 20.00 5.59 10.32 7.67 85.91
1 8 20.10 5.60 10.28 7.64 85.99
1 8 20.20 5.61 10.25 7.60 86.06
1 8 20.30 5.62 10.21 7.57 86.13
1 8 20.40 5.63 10.18 7,53 86.21
1 8 20.50 5.64 10.15 7.50 86.28
1 8 20.60 5.65 10.11 7.47 86.36
1 8 20.70 5.65 10.08 7.43 86.43
1 8 20.80 5.66 10.05 7.40 86.50
1 8 20.90 5.67 10.01 7.37 86.58
1 8 21.00 5.68 9.98 7.34 86.65
1 3 21.10 5.69 9.95 7.30 06.73
1 8 21.20 5.70 9.92 7.27 86.80
1 8 21.30 5.71 9.86 7.24 86.87
1 8 21.40 5.71 9.85 7.21 86.95
1 8 21.50 5.72 9.82 7.18 87.02
1 9 21.50 5.55 16.30 6.96 89.73 C 4lls-CiiPhrIt4
, a -)i Rn r rt; 1R '):, r ClPQ P1

1 • 9
. • 1 9
1 9.
1 9
I 9
1 9
1 9
1 9
9
1 9
1 9
9
9
1 9
Seg # I Reach
#I
21.70
21.80
21.90
22.00'
22.10
22.20
22.30
22.40
22.50
22.60
22.70
22.80
22.90
23.00
Seg Mi
5.55 16.19 6.90 89.88
5.55 16.14 6.87 89.96
5.55 16.09 6.84 90.03
5.55 16.03 6.81 90.10
5.55 15.98 6.78 90.18
5.55 15.93 6.75 90.25
5.55 15.88 6.72 90.33
5.55 15.83 6.70 90.40
5.55 15.78 6.67 90.47
5.55 15.72 6.64 90.55
5.55 15.67 6.61 90.62
5.55 15.62 6.8 90.70
5.56 15.57 6.55 90.77
5.56 15.52 6.53 90.84
D.O. I CBOD I NBOD I Flow I

cone mills corporation
AMMONIA ANALYSIS
7Q10: 62.1000 cfs
NH3 Effl. Conc: 1.0000 mg/1
AL (1/1.8 mg/1) : 1000.00 ug/1
Upstream NH3 Conc.: 220.0000 ug/1
Design Flow: 1.7500 MGD
Predicted NH3 Downstream: 252.64 ug/1
0.252644 mg/1
NH3 Limit: 18857.32 ug/1
18.85732 mg/1
AMMONIA ANALYSIS (WINTER)
7Q10: 91.2000 cfs
NH3 Effl. Conc: 1.0000 mg/1
AL (1/1.8 mg/1) : 1800.00 ug/1
Upstream NH3 Conc.: 220.0000 ug/1
Design Flow: 1.7500 MGD
Predicted NH3 Downstream: 242.53 ug/1
0.242528 mg/1
NH3 Limit: 54922.94 ug/1
54.92294 mg/1

cone mills corporation
CHLORINE ANALYSIS
7Q10: 62.1000 cfs
CL2 Effl. Conc: 0.2000 mg/1
AL (17/19 ug/1): 17.0000 ug/1
Upstream CL2 Conc.: 0.0000 ug/1
Design Flow: 1.7500 MGD
Predicted CL2 Downstream: 8.37 ug/1
0.008370 mg/1
CL2 Limit: 406.1981 ug/1
0.406198 mg/1

10
PARAMETER
NOBS AVE
MAX
MIN BEG -DATE END -DATE
10 WATER TEMP CENT 275 15.3
28.0
0.0 69/06/10 92/01/13
PRINT DETAILS FOR THIS PARAMETER ? (YES OR NO)
yes
WHAT RESTRICTIONS ??
ENTER RESTRICTIONS OR "GO"
bd=890101
ENTER RESTRICTIONS OR "GO"
go
A4400000 BRD030 030802007 02151000
STORET System
35 14 08.0 081 45 57.0 1
SECOND BROAD RIVER AT CLIFFSIDE NC
37161 NORTH CAROLINA RUTHERFORD
SOUTHEAST 030802
BROAD
21NCO1WQ 03050105032 0001.420 HQ /TYPA/AMBNT/STREAM
DEPTH 1
INDEX
MILES
00010
DATE TIME DEPTH WATER
FROM OF TEMP
TO DAY FEET CENT
89/01/24 1320 0
89/02/14 1230 0
89/03/28 1100 0
89/04/27 0950 0
89/05/30 1015 0
89/06/28 1115 0
89/07/31 1120 0
89/09/21 1100 0
89/10/25 1140 0
89/11/16 1230 0
89/12/01 1045 0
90/01/03 1135 0
90/02/02 1120 0
90/03/20 1240 0
90/04/05 1230 0
90/05/31 1100 0
90/06/19 1300 0
90/07/30 1230 0
90/08/31 1230 0
90/09/27 1445 0
90/10/31 1105 0
90/11/30 1105 0
90/12/14 1030 0
91/01/30 1500 0
91/04/19 1250 0
7.0
9.0
16.0
20.0
20.0
23.0
24.0
20.0
12.0
14.0
6.0
4.0
8.0
12.0
13.0
17.0
22.0
24.0
23.0
17.0
12.0
11.0
9.0
10.0
16.0

91/05/23 1520 0 21.0
91/06/28 1300 0 20.0
91/07/03 1245 0 24.0
91/08/12 1447 0 22.0
91/09/05 1550 0 22.0
91/10/22 1630 0 14.0
91/11/12 1515 0 10.0
91/12/03 1535 0 16.0
92/01/13 1420 0 7.0
ENTER PARM CODE, "NEXT STATION", OR "ALL"
300
PARAMETER
NOBS AVE
MAX
MIN BEG -DATE END -DATE
300 DO MG/L 273 9.7
123.0
2.6 69/06/10 92/01/13
PRINT DETAILS FOR THIS PARAMETER ? (YES OR NO)
yes
WHAT RESTRICTIONS ??
ENTER RESTRICTIONS OR "GO"
bd=890101
goENTER RESTRICTIONS OR "GO"
A4400000 BRD030 030802007 02151000
STORET System
35 14 08.0 081 45 57.0 1
SECOND BROAD RIVER AT CLIFFSIDE NC
37161 NORTH CAROLINA RUTHERFORD
SOUTHEAST 030802
BROAD
21NCO1WQ 03050105032 0001.420 HQ /TYPA/AMBNT/STREAM
DEPTH 1
INDEX
MILES
00300
DATE TIME DEPTH DO
FROM OF
TO DAY FEET MG/L
89/01/24 1320 0 10.9
89/02/14 1230 0 10.4
89/03/28 1100 0 8.8
89/04/27 0950 0 6.4
89/05/30 1015 0 7.1
89/06/28 1115 0 7.9
89/07/31 1120 0 7.9
89/09/21 1100 0 8.6
89/10/25 1140 0 9.4
89/11/16 1230 0 9.6
89/12/01 1045 0 11.4
90/01/03 1135 0 12.0
90/02/02 1120 0 10.8
90/03/20 1240 0 10.0
90/04/05 1230 0 10.7

90/05/31 1100 0 9.2
90/06/19 1300 0 7.1
90/07/30 1230 0 7.1
90/08/31 1230 0 7.9
90/09/27 1445 0 8.1
90/10/31 1105 0 11.6
90/11/30 1105 0 10.4
90/12/14 1030 0 10.7
91/01/30 1500 0 10.0
91/04/19 1250 0 8.4
91/05/23 1520 0 8.7
91/06/28 1300 0 8.0
91/07/03 1245 0 7.1
91/08/12 1447 0 7.3
91/09/05 1550 0 7.7
91/10/22 1630 0 8.8
91/11/12 1515 0 9.9
91/12/03 1535 0 9.4
92/01/13 1420 0 10.9
ENTER PARM CODE, "NEXT STATION", OR "ALL"
310
PARAMETER
NOBS AVE
MAX
MIN BEG -DATE END -DATE
310 BOD 5 DAY MG/L 211 1.2
32.0
0.1 70/05/25 91/12/03
PRINT DETAILS FOR THIS PARAMETER ? (YES OR NO)
yes
WHAT RESTRICTIONS ??
ENTER RESTRICTIONS OR "GO"
bd=890101
gENTER RoESTRICTIONS OR "GO"
A4400000 BRD030 030802007 02151000
STORET System
35 14 08.0 081 45 57.0 1
SECOND BROAD RIVER AT CLIFFSIDE NC
37161 NORTH CAROLINA RUTHERFORD
SOUTHEAST 030802
BROAD
21NCO1WQ 03050105032 0001.420 HQ /TYPA/AMBNT/STREAM
DEPTH 1
INDEX
MILES
00310
DATE TIME DEPTH BOD
FROM OF 5 DAY
TO DAY FEET MG/L
89/02/14 1230 0 1.8
89/03/28 1100 0 3.6
89/06/28 1115 0 1.8
89/09/21 1100 0 1.7
89/12/01 1045 0 0.9

90/03/20 1240 0 0.8
90/06/19 1300 0 2.4
90/09/27 1445 0 1.0
90/12/14 1030 0 1.2
91/06/28 1300 0 0.9
91/09/05 1550 0 1.0
91/12/03 1535 0 1.4
ENTER PARM CODE, "NEXT STATION", OR "ALL"
31616
PARAMETER
NOBS AVE
MAX
MIN BEG -DATE END -DATE
31616 FEC COLI MFM-FCBR /100ML 213 1040
28000
10 70/09/02 91/12/03
PRINT DETAILS FOR THIS PARAMETER ? (YES OR NO)
yes
WHAT RESTRICTIONS ??
ENTER RESTRICTIONS OR "GO"
bd=890101
ENTER RESTRICTIONS OR "GO"g
0
A4400000 BRD030 030802007 02151000
STORET System
35 14 08.0 081 45 57.0 1
SECOND BROAD RIVER AT CLIFFSIDE NC
37161 NORTH CAROLINA RUTHERFORD
SOUTHEAST 030802
BROAD
21NCO1WQ 03050105032 0001.420 HQ /TYPA/AMBNT/STREAM
DEPTH 1
INDEX
MILES
31616
DATE TIME DEPTH FEC COLI
FROM OF MFM-FCBR
TO DAY FEET /100ML
91/06/28 1300 0 210
91/12/03 1535 0 4300
ENTER PARM CODE, "NEXT STATION", OR "ALL"
82
PARAMETER
NOBS AVE
MAX
MIN BEG -DATE END -DATE
82 COLOR WTR SMPL ADMI 4 53.5
80.0 3
3.0 91/10/22 92/01/13
PRINT DETAILS FOR THIS PARAMETER ? (YES OR NO)
yes
WHAT RESTRICTIONS ??
ENTER RESTRICTIONS OR "GO"
go
A4400000 BRD030 030802007 02151000
STORET System

35 14 08.0 081 45 57.0 1
SECOND BROAD RIVER AT CLIFFSIDE NC
37161 NORTH CAROLINA RUTHERFORD
SOUTHEAST 030802
BROAD
21NC01WQ 03050105032 0001.420 HQ /TYPA/AMBNT/STREAM
DEPTH 1
INDEX
MILES
00082
DATE TIME DEPTH COLOR
FROM OF WTR SMPL
TO DAY FEET ADMI
91/10/22 1830 0 80.0
91/11/12 1515 0 33.0
91/12/03 1535 0 55.0
92/01/13 1420 0 46.0
ENTER PARM CODE, "NEXT STATION", OR "ALL"
83
PARAMETER
NOBS AVE
MAX
MIN BEG -DATE END -DATE
83 COLOR WTR SMPL ADMI 4 53.5
80.0 3
3.0 91/10/22 92/01/13
PRINT DETAILS FOR THIS PARAMETER ? (YES OR NO)
yes
WHAT RESTRICTIONS ??
ENTER RESTRICTIONS OR "GO"
go
A4400000 BRD030 030802007 02151000
STORET System
35 14 08.0 081 45 57.0 1
SECOND BROAD RIVER AT CLIFFSIDE NC
37161 NORTH CAROLINA RUTHERFORD
SOUTHEAST 030802
BROAD
21NCO1WQ 03050105032 0001.420 HQ /TYPA/AMBNT/STREAM
DEPTH 1
INDEX
MILES
00083
DATE TIME DEPTH COLOR
FROM OF WTR SMPL
TO DAY FEET ADMI
91/10/22 1830 0 80.0
91/11/12 1515 0 33.0
91/12/03 1535 0 55.0
92/01/13 1420 0 46.0
ENTER PARM CODE, "NEXT STATION", OR "ALL"
530
PARAMETER
NOBS AVE

MIN BEG -DATE END -DATE
530 RESIDUE TOT NFLT MG/L 113 22
290
1 77/05/24 91/12/03
PRINT DETAILS FOR THIS PARAMETER ? (YES OR NO)
yes
WHAT RESTRICTIONS ??
ENTER RESTRICTIONS OR "GO"
bd=890101
ENTER RESTRICTIONS OR "GO"
go
A4400000 BRD030 030802007 02151000
STORET System
35 14 08.0 081 45 57.0 1
SECOND BROAD RIVER AT CLIFFSIDE NC
37161 NORTH CAROLINA RUTHERFORD
SOUTHEAST 030802
BROAD
21NCO1WQ 03050105032 0001.420 HQ /TYPA/AMBNT/STREAM
DEPTH 1
INDEX
MILES
00530
DATE TIME DEPTH RESIDUE
FROM OF TOT NFLT
TO DAY FEET MG/L
89/02/14 1230 0 8
89/03/28 1100 0 21
89/06/28 1115 0 7
89/09/21 1100 0 11
89/12/01 1045 0 8
90/03/20 1240 0 41
90/04/05 1230 0 6
90/05/31 1100 0 10
90/06/19 1300 0 6
90/09/27 1445 0 6
90/12/14 1030 0 3
91/04/19 1250 0 290
91/05/23 1520 0 10
91/06/28 1300 0 10
91/09/05 1550 0 14
91/12/03 1535 0 13
ENTER PARM CODE, "NEXT STATION", OR "ALL"
610
PARAMETER NOBS AVE
MAX
MIN BEG -DATE END -DATE
610 NH3+NH4- N TOTAL MG/L 80 0.085
0.210 0.
040 73/10/22 91/06/28
PRINT DETAILS FOR THIS PARAMETER ? (YES OR NO)
yes
WHAT bRESTRICTIONS ??
dENTER RESTRICTIONS OR "GO"

=890101
gENTER RESTRICTIONSo OR "GO"
A4400000 BRD030 030802007 02151000
STORET System
35 14 08.0 081 45 57.0 1
SECOND BROAD RIVER AT CLIFFSIDE NC
37161 NORTH CAROLINA RUTHERFORD
SOUTHEAST 030802
BROAD
21NCO1WQ 03050105032 0001.420 HQ /TYPA/AMBNT/STREAM
DEPTH 1
INDEX
MILES
DATE TIME DEPTH
FROM OF
TO DAY FEET
90/12/14 1030 0
91/06/28 1300 0
ENTER PARM CODE, "NEXT
665
PARAMETER
00610
NH3+NH4-
N TOTAL
MG/L
0.120
0.040
STATION", OR "ALL"
NOBS
AVE
MAX
MIN BEG -DATE END -DATE
665 PHOS-TOT MG/L P 85 0.126
0.340 0.
050 73/10/22 91/06/28
PRINT DETAILS FOR THIS PARAMETER ? (YES OR NO)
yes
WHAT RESTRICTIONS ??
ENTER RESTRICTIONS OR "GO"
bd=890101
ENTER RESTRICTIONS OR "GO"
go
A4400000 BRD030 030802007 02151000
STORET System
35 14 08.0 081 45 57.0 1
SECOND BROAD RIVER AT CLIFFSIDE NC
37161 NORTH CAROLINA RUTHERFORD
SOUTHEAST 030802
BROAD
21NCO1WQ 03050105032 0001.420 HQ /TYPA/AMBNT/STREAM
DEPTH 1
INDEX
MILES
DATE TIME DEPTH
FROM OF
TO DAY FEET
90/12/14 1030 0
91/06/28 1300 0
ENTER PARM CODE, "NEXT
00665
PHOS-TOT
MG/L P
0.140
0.100
STATION", OR "ALL"

600
PARAMETER NOT FOUND
ENTER PARM CODE, "NEXT STATION", OR "ALL"
625
PARAMETER
MAX
MIN BEG -DATE END -DATE
625 TOT KJEL N
0.800 0.
100 73/10/22 91/06/28
PRINT DETAILS FOR THIS PARAMETER
yes
WHAT RESTRICTIONS ??
ENTER RESTRICTIONS OR "GO"
bd=890101
goENTER RESTRICTIONS OR "GO"
MG/L
NOBS AVE
85 0.275
? (YES OR NO)
A4400000 BRD030 030802007 02151000
STORET System
35 14 08.0 081 45 57.0 1
SECOND BROAD RIVER AT CLIFFSIDE NC
37161 NORTH CAROLINA RUTHERFORD
SOUTHEAST 030802
BROAD
21NCO1WQ 03050105032 0001.420 HQ /TYPA/AMBNT/STREAM
DEPTH 1
INDEX
MILES
00625
DATE TIME DEPTH TOT KJEL
FROM OF N
TO DAY FEET MG/L
90/12/14 1030 0 0.500
91/06/28 1300 0 0.200
ENTER PARM CODE, "NEXT STATION", OR "ALL"
630
PARAMETER NOBS AVE
MAX
MIN BEG -DATE END -DATE
630 NO2&NO3 N-TOTAL MG/L 85 0.65
26.00 0
.13 73/10/22 91/06/28
PRINT DETAILS FOR THIS PARAMETER ? (YES OR NO)
yes
WHAT RESTRICTIONS ??
ENTER RESTRICTIONS OR "GO"
bd=890101
go
ENTER RESTRICTIONS OR "GO"
A4400000 BRD030 030802007 02151000
STORET System
35 14 08.0 081 45 57.0 1
SECOND BROAD RIVER AT CLIFFSIDE NC
37161 NORTH CAROLINA RUTHERFORD

SOUTHEAST 030802
BROAD
21NCO1WQ 03050105032 0001.420 HQ /TYPA/AMBNT/STREAM
DEPTH 1
INDEX
MILES
DATE
FROM
TO
TIME DEPTH
OF
DAY FEET
90/12/14 1030 0
91/06/28 1300 0
ENTER PARM CODE, "NEXT
95
PARAMETER
00630
NO2&NO3
N-TOTAL
MG/L
0.45
0.36
STATION", OR "ALL"
MAX
MIN BEG -DATE END -DATE
95 CNDUCTVY AT 25C MICROMHO
809
22 74/01/24 90/02/02
PRINT DETAILS FOR THIS PARAMETER
yes
WHAT RESTRICTIONS ??
ENTER RESTRICTIONS OR "GO"
b'd=8 90101
goENTER RESTRICTIONS OR "GO"
NOBS AVE
82 82
? (YES OR NO)
A4400000 BRD030 030802007 02151000
STORET System
35 14 08.0 081 45 57.0 1
SECOND BROAD RIVER AT CLIFFSIDE NC
37161 NORTH CAROLINA RUTHERFORD
SOUTHEAST 030802
BROAD
21NCO1WQ 03050105032 0001.420 HQ /TYPA/AMBNT/STREAM
DEPTH 1
INDEX
MILES
DATE
FROM
TO
TIME DEPTH
OF
DAY FEET
89/10/25 1140
89/11/16 1230
89/12/01 1045
90/01/03 1135
90/02/02 1120
ENTER PARM CODE,
1027
0
0
0
0
0
"NEXT
PARAMETER
MAX
MIN BEG -DATE
00095
CNDUCTVY
AT 25C
MICROMHO
220
220
280
114
152
STATION", OR "ALL"
END -DATE
NOBS
AVE

1027 CADMIUM CD,TOT UG/L 68 28
50
2 74/02/14 91/12/03
PRINT DETAILS FOR THIS PARAMETER ? (YES OR NO)
yes
WHAT RESTRICTIONS ??
ENTER RESTRICTIONS OR "GO"
bd=890101
goENTER RESTRICTIONS OR "GO"
A4400000
BRD030 030802007 02151000
STORET System
35 14 08.0 081 45 57.0 1
SECOND BROAD RIVER AT CLIFFSIDE NC
37161 NORTH CAROLINA RUTHERFORD
SOUTHEAST 030802
BROAD
21NCO1WQ 03050105032 0001.420 HQ /TYPA/AMBNT/STREAM
DEPTH 1
INDEX
MILES
01027
DATE TIME DEPTH CADMIUM
FROM OF CD,TOT
TO DAY FEET UG/L
89/02/14 1230 0 2K
89/03/28 1100 0 2K
89/06/28 1115 0 2K
89/09/21 1100 0 2K
89/12/01 1045 0 2K
90/03/20 1240 0 2K
90/06/19 1300 0 2K
90/09/27 1445 0 2K
90/12/14 1030 0 2K
91/06/28 1300 0 2K
91/09/05 1550 0 2K
91/12/03 1535 0 2K
ENTER PARM CODE, "NEXT STATION", OR "ALL"
1034
PARAMETER NOBS AVE
MAX
MIN BEG -DATE END -DATE
1034 CHROMIUM CR,TOT UG/L 76 42
50
5 69/06/10 91/12/03
PRINT DETAILS FOR THIS PARAMETER ? (YES OR NO)
yes
WHAT RESTRICTIONbS ??
EdNTER RESTRICTIONS OR "GO"
=890101
go
ENTER RESTRICTIONS OR "GO"
A4400000 BRD030 030802007 02151000
STORET System

T
Ncaoo ¢gase„7„, evA71 egoo
.�,a ;yogi ,�,/�
/q/ot 001
DIVISION OF ENVIRONMENTAL MANAGEMENT
Recommendations for Color Monitoring
DRAFT
Per 15 A NCAC 2B.0211(b)3(F) for colored wastes, the permittee shall discharge
only such amounts as will not render the waters injurious to public health,
secondary recreation, or aquatic life and wildlife or adversely affect the
palatability of fish, aesthetic quality or impair the waters for any designated
uses.
For the purpose of measuring compliance with this requirement, the permittee
shall perform the following:
Within 120 days of the effective date of this permit, the permittee shall begin
monitoring for color at the Effluent, Upstream, and Downstream at
designated sites (see part I.A.).
The samples shall be analyzed using the Spectrophotometric Method (2120 C.)
in the 17th edition of Standard Methods. The calculations must be done using
the weighted ordinance method. The test should be performed using a spectropho-
tometer with a 2.0 nanometer (nm) band pass and 50 millimeter cell path. The
operating range should begin at 400 nm and end at 700 nm (using 10 nm intervals)
and measure transmittance values at 31 wavelengths. The results shall be
calculated and reported in ADMI color units from the information indicated (see
reference below for worksheets and examples for calculation of ADMI values).
Analyze samples free from turbidity or at "true color" through the filtration
method using a .45 micron filter (centrifugation is not necessary).
Samples shall be collected on 3 consecutive days (between Tuesday and Friday)
during each month for twelve months following permit issuance, and on 3
consecutive days per quarter thereafter. Effluent samples shall be composited
over 24 hours, while instream samples shall be grab samples. For Publicly -Owned
Treatment Works (POTWs) with an approved pretreatment program, this sampling
regime (or alternative monitoring program approved by the Division's Pretreat-
ment Program) should be incorporated within the POTW's approved headworks
long-term monitoring program which should also include monitoring to assess
industrial sources of color and POTW color removal efficiency.
For the purpose of reporting: The ADMI values shall be reported at natural and
standard pH (7.6 SU) for all three sites. In addition to the ADMI measurements
reported on the permittee's DMR, the permittee shall attach a narrative
description of visual observations made during each sampling event using a form
provided by the Division. Such a description shall include perceived color in
the effluent and receiving stream (i.e. whether effluent plume is noticeable
and, if so, the approximate width and length of the plume), rainfall, and
streamflow. Also, the permittee shall verify on this form that the type of
spectrophotometer (indicating band pass (nm) and cell path (mm)) employed, and
method used for filtration are in accordance with the requirements of this
permit condition.
Reference (for calculating ADMI values) :
Allen, W., W.B. Prescott, R.E. Derby, C.E. Garland, J.M. Peret & M. Saltzman.
1973. Determination of color water and wastewater by means of ADMI color values.
Eng. Ext. Ser. No. 142:661.