NC0005266_wasteload allocation_19870409

NPDES DOCUMENT SCANNINK COVER SMEET
NPDES Permit:
NC0005266
Document Type:
Permit Issuance
Wasteload Allocation
Authorization to Construct (AtC)
Permit Modification
Complete File - Historical
Engineering Alternatives (EAA)
Staff Report
Instream Assessment (67b)
Speculative Limits
Environmental Assessment (EA)
Document Date:
April 9, 1987
This document is printed on reuse paper -ignore any
content on the reirerse side

I
FN
fh ineer
Date R!_­T7'7`
.�
NPDES WASTE LOAD
ALLOCATION
Me
Facility
Name: 6611181 -PRICE 0-00-pORATiON
Date Z ?o
Existing
(D 1-1_� jA)ANT To
McD(FY Flow UAk%T To
Rt-PL.ECT
KE-AL c.olbDliiaNS
1
Proposed
O Permit
.I
No.: h CO 0 0S z(oio
Pipe No.:
0 0( County: W k L KES
Design Capacity (MGD):
Industrial (% of Flow): % f.
S' �� Ibmestic (% of Flow): �, 5
Receiving
Stream: Y R'D KA
Rid C-?, Class:
C
Sub -Basin: 63 -o7-0 1
Reference USGS Quad: C' IA.,NC- (Please attach) Requestor: T31z(nRegional office O's KO
FZ&OZI C, P_(ucrz
(Guideline limitations, if applicable, are to be listed on the back of this form.)
Design imp.: �� (✓ Drainage Area (mi2): / 00 Avg. Streamflow (cfs): 9 %4?
7Q10 (cfs) a Winter 7Q10 (cfs) -k !7 30Q2 (cfs)
Location of D.O.
minimum
(miles below outfall):
Slope (fpm) -/ . o
velocity (fps) :
d. c/ 85
K1 (base o ,
per day) : 6.qb 21(11 K2
(base e . per day) : %g r�
Effluent
Characteristics
Monthly
Average
oat'13 /11ay_/4cum
G61 a lents
b
r�&qv
8
9
U
Effluent 'Dnthly
Characteristics i.verage Comments
Al �i n Comments: e /oxI G+ GIYIU /� lG �rC
1 O M.NP4vr �,pftM 4AA.) a J c�owtnstrca.M of gR Z I
i n / O 1f / n
By: G //t/(C Reviewed By: Date : 7 d
L-SY

. . w►
r
For Appropriate Dischargers, list Complete Guideline Limitations Below
Effluent
Characteristics
MDnthly
Average
Maximum Daily
Average
Cbmments
f�� s
9zo7
/
40 CFk 4ZY. (o a — 3 PT
75s
2/1 (178#
32-0 17
Type of Product Produced
Lbs/Day Produced
Ufluent Cuideline Reference
3605' 'X
40 s b u.f E

' ~
.. . .
^ . '
/
'
Request No. :3612
--------------------- WASTELOAD ALLOCATION APPROVAL FORM ------- L -------------
Facility Name
: ABITIBI-PRICE
CORPORATION
Type of Waste
: 99.5% INDUSTRIAL
/ 0.5% DOMESTIC
Status
: EXISTING
Receiving Stream
: YADKIN RIVER
Stream Class
: C
Subbasin
: 030701
County
: WILKES
Drainage Area
(sq mi)
: 600.
Regional Office
: WSRO
Summer 7010
(cfs)
: 228.
Requestor
: SAM BRIDGES
Winter 7010
(cfs)
: 307.
Date of Request
: 3/25/87
Average Flow
(cfs)
: 978
Quad
: C14NE
3002
(cfs)
:
------------------------- RECOMMENDED EFFLUENT LIMITS -------------------------
:
MON AVE
DAL MAX
Wasteflow
(mgd):
1.6
5-Day BOD
(#/d):
9207
17640
TSS
(#/d):
21168
32097 ) -
PH
(SU):
6-9
6-9
:
:
--------------------------------- MONITORING ---------------------------------
Upstream (Y/N): Y Location: JUST ABOVE DISCHARGER
Downstream (Y/N): Y Location: DOWNSTREAM APPROX. 15PMILES AT BR 21
---------------------------------- COMMENTS ----------------------------------
CHATHAM MANUFACTURING CO. AND ELKIN WWTP WERE CONSIDERED IN THIS MODEL.
SEE TOXICITY REQUIREMENTS ATTACHED
��__ _____ . � _ ________________ _______.__________
.______________�_____ ______ _�__- _____
Recommended by Date ?1,_
Reviewed by:
Tech. Support Supervisor _
Regional Supervisor Y_
Permits & Engineering
^^� eg!W& . D'_
Date
Date
Date

i 1 ' {. t
� T
N Facility Name A517141 PRICE Permit a /te000 .?b&
TOXICITY TESTING REQUIREMENT
The.permittee shall conduct acute toxicity tests on a jjgykr basis
using protocols defined in E.P.A. Document 600/4-85/013 entitled he Acute
Toxicity of Effluents to Freshwater and Marine Organisms". The monitoring
shall be performed as a Daphnia pulex or Ceriodaphnia 48 hour static test,
using effluent collected as a 24 hour composite. The LC50 of this effluent
using the previously stated methodology may not at any time be less than
__L_%. Effluent samples for self -monitoring purposes must be obtained dur-
ing representative effluent discharge below all waste treatment. The first
test will be performed within thirty days from issuance of this permit.
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 appropriate parameter code. Additionally,
DEM Form AT-1 (original) is to be sent to the following address:
Attention: Technical Services Branch
North Carolina Division of
Environmental Management
P.O. Box 27687
Raleigh, N.C. 27611
Test data shall be complete and accurate and include all supporting chemi-
cal/physical measurements performed in association with the toxicity tests,
as well as all dose/response data. Total residual chlorine must be measured
and reported if chlorine is used for disinfection of the waste stream.
Should any test data from either these monitoring requirements or tests
performed by the North Carolina Division of Environmental Management indi-
cate 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 docu-
ment, such as minimum control organism survival and appropriate environmen-
tal controls, shall constitute an invalid test and will require immediate
retesting. Failure to submit suitable test results will constitute a fail-
ure of permit condition.
7Q10 ; 02 V cfs
Permitted Flow I.0 MGD Recommended by:
Basin & Sub -Basin fI
Receiving Stream ADI F11/ R 1 VE y�-
County VV IZ KE5 Date

l/ADKiN 1' IIY& j bC nt/Vl r/ Llye i J V.A/Q1%,*P-- /-11 a [&aWOh
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$pAr�r� tZ. �CievVi.$c,1n.
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1
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1
d;stance.

~
'
.
�
'
,
..
^
SUMMER
'
CHATHAM CO MANUF. AND
ELKIN
~'
.
WWTP
INCLUDE[>
IN MODEL.
'
---------- MODEL
RESULTS ----------
'Discharger
:
ABITIBI-PRICE
CORPORATION
Receiving Stream :
YADKIN RIVER
__________________-__________________
---------------------------------
The End
D.O.
is 7.21
mg/l.
'
The End
CBOD
is 9.79
mg/l.
The End
______________________________-_______________________________________
NBOD
is 0.00
mg/l.
WLA
WLA
WLA
DO Min
CBOD
NBOD
I DO
Waste Flow
(mg/1)
Milepoint
'
Reach #
(mg/1)
(mg/1)
(mg/1)
�(mgd)
Segment
1
5.31
11.10
6
Reach
1
2760
-0.00
0.00
1.60000
Reach
2
.
0
0.00
0.00
0.00000
Reach
3
0
0.00
0.00
0.00000
Reach
4
0,
0.00
0.00
0.00000
Reach
5
0
0.00
0.00
0.00000
Reach
6'
0
0.00
0.00
0.00000
Segment
2
5.34
0.00
1
Reach
1
0
0.00
0.00
0.00000
Reach
2
0
0.00
0.00
0.00000
Reach
8
U
0.00
0.00
0.00000
Reach
4
96
0.00
0.00
4.00000
Reach
5
135
0,00
0.00
1.00000
Reach
6
0
0.00
0.00
0.00000
Segment
3
6.59
0.00
1
Reach
1
0
0.00
0.00
0.00000
Reach
2
,
0
'
0.00
0.00
0.00000
/
~

• : * Mi:JDE-L. SUMMARY I)ATA y: •N *
D.J. wtcl-ia rge-r AT-.:(:[..1'IF) l -F'R :CCE t 0F.1"'01 A-r'I(:.'M1 SGAW.:,ris:i.n i:)3070I
Re�c::ei.�varig ;:3'i:t"earsi . `rr;I)t:l:r�l F�I'V'E�R str-e�af-1i [Lass,. C
'�Ii..uy-jtn :r 7(a!:L 0 . c 2(.3 . i� 5. t 1-te'.•i 701.0 . .-. o
;LENGTH; SLOPE: VELOCITY 1 DEPTH! KI 1 K1 ! K2 1 K2 1 KN 1 KN 1 KNR 1 KHR 1
1 vile 1 it/mil fps 1 ft !design! 3201 !design! 3201 ldesignl 3201 ldesignl 3201
--------------------------------------------------------------------------------------------------- -
Segment 1 ; 1.601 4.001 0.985 1 3.95 1 0.46 1 0.38 1 3.78 1 3.471 0.00 ! 0.00 ; 0.00 1 0.00 !
Reach 1 ;
-----------------------------------------------------------------------------------------------------
,
Segment 1 1 0.501 4.001 0.985 1 3.96 ! 0.46 1 0.38 1 3.78 ; 3.471 0.00 1 0.00 1 0.00 ; 0.00 1
Reach 2 1 1 ; ; 1 ; 1 1 1 1 ;
Segment 1 ; 0.301 4.001 1.042 1 4.19 1 0.46 1. 0.33 4.00 ; 3.671 0.00 1 0.00 1 0.00 ; 0.00
Reach 3
-----------------------------------------------------------------------------------------------------
, , , , , , , , , , ,
Segment I ; 2.501 4.001 1.049 1 4.21 1 0.46 1 0.38 1 4.03 1 3.691 0.00 1 0.00 1 0.00 1 0.00 1
Reach 4 , , , , , , , , , , , , ,
Segment 1 1 1.701 2.601 0.937 1 4.52 '1 0.45 ; 0.37 ; 2.34 1 2.141 0.00 1 0.00 ; 0.00 1 0.00 1
Reach 5 ,i ,11 11 ,
-----------------------------------------------------------------------------------------------------
Segment 1 ; 4.501 2.601 0.941 ; 4.54 1 0.45 ; 0.37 1 2.35 1 2.151 0.00 1 0.00 1 0.00 ! 0.00 1
Reach 6
Segment 2 1 1.301 3.201 1.010 1 4.43 1 0.45 1 0.38 1 3.10 1 2.841 0.00 1 0.00 ; 0.00 1 0.00 1
Reach 1 1 l ; ! 1 1 1 1 ; ; 1 1 1
Segment 2 1 2.301 3.20; 1.018 1 4.45 1 0.45 ! 0.30 1 3.13 1 2.0 0.00 1 0.00 1 0.00 1 0.00 1
, , , i , i , , 1 ,
Reach 2 , , i , ,
-----------------------------------------------------------------------------------------------------
Segment 2 ; 0.801 3.201 1.038 1 4.51 ; 0.45 1 0.38 1 3.19 ; 2.921 0.00 ; 0.00 ; 0.00 ; 0.00
Reach 3 1 ; l ; ; 1 1 .
-----------------------------------------------------------------------------------------------------
, ,11 11 i i i i , ,
Segment 2 1 0.20; 3.201 1.053 1 4.52 1 0.45 1 0.39 1 3.23 1 2.971 0.00 1 0.00 1 0.00 ; 0.00 1
Reach 4 ; . 1 1 ; ' l ; ; l 1 1
-----------------------------------------------------------------------------------------------------
Segment 2 ; 5.201 2.201 1.062 ; 4.55 1 0.45"1 0.38 1 3.26 1 2.991 0.00 0.00 0.00 ; 0.00 1
Reach ., , ,
------------------------------------------------------- =---------------------------------------------
Segment 2 1 4.501 3.201 1.114 1 4.73 1 0.45 1 0.38 1 3.42 1 3.141 0.00 ; 0.00 1 0.00 1 0.00 1
Reach 6; ; 1
-----------------------------------------------------------------------------------------------------

z- S.e9@er;t 3 i 1.6Ui 3.YVi 1.1bJ i 4.bV i V.4b i V.Ju i 4.40 i 4.110i V.VV i V.VV i V.VV i V.vv i
Reach 1 1 :1 1 1 1 1 1 1 1 1 1 1 1
-----------------I-----------------------------------------------------------------------------------
3egr,ent 3 1 3.201 3.901 1%226 1 M7 1 0.46 1 000 1 419 1 4.211 100 1 010 1 0.00 1 0.00 1
Reach 2 1 1 1 1 1 1 1 1 1 1 1- 1 1
--------------------------------------------------------------------------------------------------
1 F7 a: icy
::3caC]ffient :I. l=:eeich 1.
i'te adw att: er "= i 228 . 0i;)t_) 1 2.000
i
NBOD 1 D.O.
1
0.000 i 0.000
0.000 1 0.000
Waste
1
0.000
1 0.000
1 0.000
1 0.000
Tributary
1
0..E_07
1 21.350
1 0.000
1 5.660
Runoff
1
0.560
1 2.000
1 0.000
1 7.650
Segment I
Reach
h 3
Waste
1
0.000
i 0.000
1 0.000
1 c.) . t;,)O )
Tributary
1
f ••M t )t; O
1 2.000
1 0.000
1 7.650
Segment I
Reach
4
Waste
i
0.000 )00
1 0.000
3 0.000
1 0.000
I..ribelt4ary
Tributary
1
3.600
1 2.000
1 0.000
1 7.65C)
* Runoff
1
0.560
1 2.000
1 0.000
1 7.650
Segment I
Reach
5
Waste
1
0.000 )00
1 O.
0r,; 0
1 c_)Q [)OO
1 0.000
Tributary
1
6. Sc )c_)
1 2.000
0
1 0,000 0
1 7.650
Segment I Reach 6)
Waste
1
0.000 1
0.000 ]00
1
0.000 1
0.000
Tributary
1
1.800
1
2.000
1
0.000
7.650
* Runoff f
1
0.560
1
2.000
1
0.000 1
7.560
Segment 2
Reach
I
Waste
1
0.000
1
0.000
1
0.000 1
0.00o
Headwaters!
0.000
1
0.000
1
0.000 1
0„000
•): Runoff
1
0.560
1
2.000
1
0.000 1
7.65C.)
Segment 2 Reach 2
Waste
i 0.000 1
0.000 i
0.000 i
0.00C)
t..rii:'at:i lky
Tributary
: 4 .. r':I f. 4_ 1
2.000
1
0.000 1
7.650
Segment 2
Reach 3
Waste
i 0.000 i
0.000
i
0..000 i
0.000

Runoff
| 0.560
| 2.000 |
0.V0U |
7.boo
. . . .
Segment 2
Reach 4
' Waste '
|' 6.200
| 96.000 1
0.000 1
0.000
Tributary
1 0.000
< 0.000 i
0.000 |
0.000
^ ' * Runoff
1 0.560
| 2.000 |
0.000 |
7.560
` Segment 2
Reach 5
Waste
1 1.550
1135.000 1
0.000 1
0.000
Tributary
1 2.300
| 12.900 1
0.000 1
7.080
* Runoff
| 1.200
1 2.000 |
0.000 1
7.650
Segment 2
Reach 6
Waste
i 0.000
i 0.000 |
0.000
0.000
Tributary
1 39.000
| 2.000 <
0.000 |
7.650
* Runoff
1 0.700
: 2.000 1
0.000 1
7.650
Segment 3 Reach 1
Waste
|
0.000 |
0.000
|
0.000 i
0.000
Headwaters;
0.000 i
0.000
i
0.000
|
0.000
Tributary
1
0.000 |
0.000
|
0.000
!
0.000
* Runoff
(
0.350 1
2.000
|
0.000
1
7.650
Segment 3
Reach 2
Waste
1
0.000 |
0.000
1
0.000
|
0.000
Tributary
|
43.000 |
2.000
1
0.000
1
7.650
* Runoff
1
0.350 1
2.000
|
0.000
|
7.650
* Runoff flow is in cfs/mile

�
._
7m;Lu� J �
�~- . ,
_���� � ^
.
.
Seg # 1
^
.
. .
Reach # |
.
.
Seg Mi 1
D.O. |
CBOD
1 NBOD 1
Flow i
1
1
0.00
7.57
31.68
0.00
230.48
1
1
0.10
7.50
31.58
0.00
230.54
1
1
0.20
7.43
31.48
0.00
230.59
1
1
0.30
7.37
31.38
0.00
230.65
1
1
0.40'
7.31
31.29,
0.00
230.70
1
1
0.50
7.25
31.19
0.00
230.76
1
1
0.60
7.19'
31.10
0.00
230.82
1
1
0.70
7.13
31.00
0.00
230.87
1
1
0.80
7..8'
30.90
0.00
230.93
1
1
0.90
7.02
30.81
0.00
230.98
1
1
1.00
6.97`
30.72
0.00
231.04
1
1
1.10
6.92
30.62
0.00
231.10
1
1
1.20
6.87
30.53
0.00
231.15
1
1
1.30
6.82
30.43
0.00
231.21
1
1
1.40
6.78
30.34
0.00
231.26
1
1
1.50
6.73
30.25
0.00
231.32
1
1
1.60
6.69
30.15
0.00
231.38
1
2
1.60
6.69
30.15
0.00
231.38
1
2
1.65
6.66
30.11
0.00
231.41
1
2
1.70
6.64
30.06
0.00
231.44
1
2
1.75
6.62
30.01
0.00
231.47
1
2
1.8O
6.60
29.97
0.00
231.50
1
2
1.85
6.58
29.92
0.00
231.52
1
2
1.90
6.
29.87
0.00
231.55
1
2
1.95
6.54'
29.83
0.00
231.58
1
2
2.00
6.52
29.78
0.00
231.61
1
2 '
2.05
6.50
29.74
0.00
231.64
1
2
2.10
6.49
29.69
0.00
231.66
1
3
2.10
)6.67
25.36
0.00
274.66
1
3
2.13
6.66
25.33
0.00
274.68
1
3
2.16
6.65
25.31
0.00
274.70
1
3
2.19
6.65
25.29
0.00
274.71
1
3
2.22
6.64
25.27
0.00
274.73
1
3
2.25
6.13
25.25
0.00
274.75
1
3
2.28
6.62
25.22
0.00.``~-274.76
1
3
2.31
6.62
25.20
0.00
274.78
1
3
2.34
6.61
25.18
0.00
274.80
1
3
2.37
6.60
25.16
0.00
274.81
1
3
2.40
6.60
25.14
0.00
274.83
1
4
2.40
6.61
24.84
0.00
278.43
1
4
2.50
6.59
24.77-
0.00
278.49
1
4
2.60
6.57
24.70
0.00
278.54
1
4
2.70
6.55
24.63
0.00
278.60
1
4
2.80
6.53
24.56
0.00
278.65
1
4
2.90
.6.51
24.49
0.00
278.71
1
4
3.00
6.49
24.42
0.00
278.77
1
4
3.10
6.47
24'.35
0.00
278.82
1
4
3.20
6.45
24.28
0.00
278.88
1
4
3.30
6.44
24.21
0.00
278.93
1
4
3.40
6.42
24.14
0.00
278.99
1
4
3.50
6.41
24.07
0.00
279.05
1
4
3.60
6.39
24.00
0.00
279.10
1
4
3.70,
6.38
23.93
0.00
279.16
'1
4
3.80
6.36
23.86
0.00
279.21
1
4
3.90
6.35
23.79
0.00
279.27
1
4
4.00
6.34
23.73
0.00
279.33
1
4
4.10
6.33
23.66
0.00
279.38
1
4
4.20
6.31
23.59
0.00
279.44
1
4
4.30
6.30
23.52'
0.00
279.49
--- --

1
4
4."; J0
b.i--!U
i:�u.J V
o.Vo
C,/'I.C) I
1
4
4.60
6.27
23.32
0.00
279.66
4
4.70
6.26
23.25
0.00
279.72
1
4.80
6.25
23.19
0.00
279.77
.
1
.4
4
4.90
6.24
23.12
0.00
279.83
1
5
4.90
6.28
22.62
0.00
286.63
1
5
5.00
6.5
22.55
0.00
286.69
1
5
5.10
6.21
22.48
0.00
286.74
1
5
5.20
6.18
22.41,
0.00
286.80
1
5
5.30
6.15
22.34
0.00
286.85
1
5
5.40
6.13
22.27
0.00
286.91
1
5
5.50
6.10
22.21
0.00
286.97
1
5
5.60
6.07
0.00
287.02
1
5
5.70
6.04
22.07
0.00
287.08
1
5
5.80
6.02
22.00
0.00
287.13
1
5
5.90
5.99
21.93
0.00
287.19
1
5
6.00
5.97
' 21.87
0.00
287.25
1
5
6.10
5.94
21.80
0.00
287.30
1
5
6.20
5,92
21.73
0.00
287.36
1
5
6.30
5.90
21.66
0.00
287.41
1
5
6.40
5.87
21.60
0.00
287.47
1
5
6.50
5.85
21.53
0.00
287.53
1
5
6.60
5.83'
21.46
0.00
287.58
1
6
6.60
5'84
21.34
0.00
289.38
1
6
7.10
5.74
21.02
0.00
289.66
1
6
7.60
5.66
20.70
0.00
289.94
1
6
8.10
5.58
20.38
0.00
290.22
1
6
8.60
5.51
20107
0.00
290.50
1
6
9.10
5.46
19.77
0.00
290.78
1
6
9.60
5.41
19.47
0.00
291.06
1
6
10.10
5.37
19.17
0.00
291.34
1
6
10.60
5.34
18.88
0.00
291.62
1
6
11.10
5.31
18.59
0.00
291.90
2
1
0.00
5.34
18.34
0.00
296.30
2
1
0.10
5.35
18.29
0.00
296.36
2
1
0.20
5.36
18.24
0.00
296.41
2
1
0.30
5.37
18.18
0.00
296.47
2
1
0.40
5.38
18.13
0.00
296.53
2
1
0.50
5.39
18.08
0.00
296.58
2
1
0.60
5.40
18.03
0.00
�296.64
2
1
0.70
5.41
17.97
0.00
296.69
2
1
0.80
5.42
' 17.92
0.00
296.75
2
1
0.90
5.43
17.87
0.00
296.81
2
1
1.00
5.44
17.82
0.00
296.86
2
1
1.10
5.45
17.77
0.00
296.92
2
1
1.20
5.46
17.71
0.00
296.97
2
1
1.30
5.46
17.66
0.00
297.03
2
2
1.30
5.50
17.42
0.00
301.63
2
2
1.40
5.51
17.37
0.00
301.69
2
2
1.50
5.52
17.32
0.00
301.74
2
2
1.60
5.53
17.27
0.00
301.80
2
2
1.70
5.54
17.22
0.00
301.85
2
2
1.80
5.54
17.18
0.00
301.91
2
2
1.90
5.55
17.13
0.00
301.97
2
2
2.00
5.56
17.08
0.00
302.02
2
2
2.10
5.57
17.03
0.00
302.08
2
2
2.20
5.58
16.98
0000
302.13
2
2
2.30
5.59
16.93
0.00
302.19
2
2
2.40
5.60
16.88
0.00
302.25
2
2
2.50
5.61
16.83
0.00
302.30
2
2
2.60
5.62
16.78
0.00
302.36
2
2
' 2.00
5.63
16.74
0.00
302.41
2
2`
'.
2.80
5.63
16.69
0.00
302.47
2
2
2.90
5.64
16.64
0.00
302.53
2
2
3.00
5.65
16.59
0.00
302.58

.. ,. 2
2
3. do
16. CCU
0.0u
dud. by
2
2
3.30
5.68
16.45
0.00
302.75
2.
2
3.40
5.69
16.40
0.00
302.81
2
2'
3.50
5.70
16.35
0.00
302.86
2
3
3:50
5.78
15.76
0.00
315.86
2
3
3.58
5.78
15.73
0.00
315.91
2
3
3.66
5.79
15.69
0.00
315.95
2
3
3.74
5.80
15.66
0.00
316.00
2
3
3.22
5.81
15.62
0.00
316.04
2
3
3.90
5.81
15.59
0.00
316.09
2
3
3.98
5.82
15.55
0.00
316.13
2
3
4.06
5.83
15.52
0.00
316.18
2
3
4.14
5.84
15.48
0.00
316.22
2
3
4.22
5.84
15.45
0.00
316.27
VOWMM 2
3
4.30
5.85
15.41
0.00
316.31
WrOC' -Atp2
4
4.30
5.74
16.96
0.00
322.51
2
4
4.32
5.74
16.95
0.00
322.52
2
4
4.34
5.74
16.94
0.00
322.53
2
4
4.36
5.74
16.93
0.00
322.54
2
4
4.39
5.74
16.92
0.00
322.56
2
4
4.40
5.74
16.91
0.00
322.57
2
4
4.42
5.75
16.90
0.00
322.58
2
4
4.44
5.75
16.90
0.00
322.59
2
4
4.46
5.75
16.89
0.00
322.60
2
4
4.43
5.75
16.88
0.00
322.61
id�:tje.
4
4.50
5.75
16.87
0.00
322.62
Y, -AP2
2
5
4.50
5.73
17.40
0.00
326.47
�{Cw1 vV W 2
5
4.70
5.75
17.30
0.00
326.71
1P 2
5
4.90
5.76
17.20
0.00
326.95
2
5
5.10
5.78
17.10
0.00
327.19
2
5
5.30
5.79
17.00
0.00
327.43
2
5
5.50
5.81
16.90
0.00
327.67
2
5
5.70
5.82
16.80
0.00
327.91
2
5
5.90
5.84
16.70
0.00
328.15
2
5
6.10
5.85
16.60
0.00
328.39
2
5
6.30
5.86
16.51
0.00
328.63
2
5
6.50
5.38
16.41
0.00
328.27
2
5
6.70
5.89
16.31
0.00
329.11
2
5
6.90
5.91
16.22
0.00
329.35
2
5
7.10
5.92
16.12
0.00
329.59
2
5
7.30
5.93
16.03
0.00
329.33
2
5
7.50
5.95
15.94
0.00
330.07
2
5
7.70
5.96
15.84
0.00
330.31
2
5
7.95 a
5.98
15.75
0.00
330.55
2
5
3.10
5.99
15.66
0.00
330.79
2
5
8.30
6.00
15.57
0.00
331.03
2
5
8.50
6.02
15.48
0.00
331.27
2
5
8.70
6.03
15.39
0.00
331.51
2
5
6.90
6.04
15.30
0.00
331.75
2
5
9.10
6.06
15.21
0.00
331.99
2
5
9.30
6.07
15.12
0.00
332.23
2
5
9.50
6.09
15.03
0.00
332.47
2
5
9.70
6.10
14.94
0.00
332.71
2
6
9.70
6.26
13.59
0.00
371.71
2
6
10.20
6.30
13.41
0.00
372.06
2
6
10.70
6.34
13.23
0.00
372.41
2
6
11.20
6.38
13.06
0.00
372.76
2
6
11.70
6.42
12.89
0.00
373.11
2
6
12.20
6.45
12.72
0.00
373.46
2
6
12.70
6.49
12.55
0.00
373.81
2
6
13.20
6.52
12.38
0.00
374.16
2
6
13.70
6.55
12.22
0.00
374.51
2
6
14.2o
6.59
12.06
0.00
374.86
3
1
0.00
6.59
12.06
0.00
374.86
3
1
0.10
6.60
12.03
0.00
374.90

t 3
1
0.3U
b. b;�
11.'-//
U.UU
,z/9. 11/
3
1
0.40
6.64
11.94
0.00
375.00
3
1
0.50
6.66
11.91
0.00
375.04
3
1
0.60
6.67
11.88
0.00
375.07
3
1
0.70
6.69
11.86
0.00
375.11
3
1
0.80
6.70
11.03
0.00
375.14
3
1
0.90
6.71
11.30
0.00
375.18
3
1
1.00
6.72
11.77
0.00
375.21
3
1
1.10
6.74
11.74
0.00
375.25
3
1
1.20
6.75
11.71
0.00
375.28
3
1
1.30
6.76
11.68
0.00
375.32
3
1
1.40
6.77
11.65
0.00
375.35
3
1
1.50
6.79
11.62
0.00
375.39
3
1
1.60
6.80
11.60
0.00
375.42
3
1
1.70
6.81
11.57
0.00
375.46
3
1
1.80
6.82
11.54
0.00
375.49
3
2
1.80
6.90
10.56
0.00
418.49
3
2
2.00
6.93
10.51
0.00
418.56
3
2
2.20
6.95
10.46
0.00
418.63
3
2
2.40
6.97
10.41
0.00
418.70
3
2
2.60
7.00
10.36
0.00
418.77
3
2
2.80
7.02
10.31
0.00
41S.84
3
2
3.00
7.04
10.26
0.00
418.91
3
2
3.20
7.06
10.22
0.00
418.98
3
2
3.40
7.08
10.17
0.00
419.05
3
2
3.60
7.09
10.12
0.00
419.12
3
2
3.80
7.11
10.07
0.00
419.19
3
2
4.00
7.13
10.02
0.00
419.26
3
2
4.20
7.15
9.98
0.00
419.33
3
2
4.40
7.16
9.93
0.00
419.40
3
2
4.60
7.18
9.88
0.00
419.47
3
2
4.80
7.19
9.84
0.00
419.54
3
2
5.00
7.21
9.79
0.00
419.61
Seg # 1
Reach #
f Seg Mi I
D.O.
CBOD
NBOD
Flaw
1
1
0.00
7.57
31.68
0.00
230.48
1
1
0.10
7.50
31.58
0.00
230.54
1
1
0.20
7.43
31.48
0.00
230.59
1
1
0.30
7.37
31.38
0.00
230.65
1
1
0.40
7.31
31.29
0.00
230.70
1
1
0.50
7.25
31.19
0.00
230.76
1
1
0.60
7.19
31.10
0.00
230.82
1
1
0.70
7.13
31..00
0.00
230.87
1
1
0.80
7.06
30.90
0.00
230.93
1
1
0.90
7.02
30.81
0.00
230.98
i
1
1.00
6.97
30.72
0.00
231.04
1
si
1.10
6.92
30.62
0.00
231.10
i
1
1.20
6.87
30.53
0.00
231.15