NC0040797_Wasteload Allocation_19870803

NPDES DOC /WENT SCANNING COVER SHEET
NPDES Permit:
NC0040797
Henry Fork WWTP
Document Type:
Permit Issuance
Wasteload Allocation- ,
Authorization to Construct (AtC)
Permit Modification
Complete File - Historical
Engineering Alternatives (EAA)
Correspondence
Owner Name Change
Instream Assessment (67b)
Speculative Limits
Environmental Assessment (EA)
Document Date:
August 3, 1987
This document iia printed on reu+se paper - ignore any
content on the reYerse side

NPDES WASTE LOAD ALLOCATION
PERMIT NO.: NCO° 411-1 -J
FACILITY NAME• CITE of N(GKj? —HENR‘i PORK CO P
Facility Status: EXISTING. PROPOSED
(circle one)
Permit Status: RENEWAL MODIFICATION UNPERMUTED NEW
(circle one)
Major Minor
Pipe No•
Design Capacity (MGD)•
Domestic (X of Flow):
Industrial (X of Flow):
Comments-
„ U
RECEIVING STREAM: NEN2Y
Class: c
Sub -Basin:
Reference USGS Quad• E /3 NC (please attach)
County• aJi f}
Regional Office: As Fa Wa Wi WS
(circle said
Requested By: S441UF7-- Er2f:-7F5 Date -
Prepared By: CAR S l�! C��Date•
Reviewed By: Date.
Modeler
Date Rec.
c4
4/„2W,r7
_39/
Drainage Area (mi2) (L'' / Avg. Streamflow (cfs)-
7Q10 (cfs)2'O Winter 7Q10 (cfs) 30Q2 (cfs)
Toxicity Limits: IWC 2.7 (circle one) Acute /onic--)
l6 7
Instream Monitoring:
Parameters n4
Upstream
Location
Downstream 46.zL.. Location l Fe.r-k
Effluent
Characteristics
Summer
Winter
BOD5 (mg/1)
2j
';i0
NH3 N (mg/1)
9
D.O. (mg/1)
rj—
5'
TSS (mg/1)
-6
b
F. Col. (/100m1)
1066
(6pro
pH (SU)
b__4
Comments•

^
~
WASTELOAD ALLOCATION APPROVAL FORM
Request No. :3914
Permit Number : NC0040797
Facility Name : HICKORY HENRY FORK
Type of Waste : MUNICIPAL (33% INDUSTRIAL)
Status : EXISTING
Receiving Stream : HENRY FORK RIVER
Stream Class : C
Subbasin : 030835
County : CATAWBA Drainage Area (sq mi) : 101.
Regional Office : MRO Average Flow (cfs) : 167
Requestor : SAM BRIDGES Summer 7010 (cfs) : 24.9
Date of Request : 3/24/87 Winter 7010 (cfs) :
Quad : E13NE 3002 (cfs) :
------------------------- RECOMMENDED
EFFLUENT LIMITS
:���~�� winter current
Wasteflow (mgd): 6 6 6
5-Day BOD (mg/1): 23 30 23
If C.
Ammonia Nitrogen (mg/l) : 14 om'� �r
Dissolved Oxygen (mg/l ) : -� 5 5 / DIo[orrx xx�RN&
TSS (mg/1): 30 30 30 ____.~-N^TY uL'rELVx ,A!]gNr
Fecal Coliform (0/100ml): 1000 1000 1000
JUL
Upstream (Y/N): Y
Downstream (Y/N): Y
.
�m�
=.~"" OF 0i 83�
�Omv�� MEMO
����
MONITORING ----------------------
'
Location:
Location:
---------- ------------------- COMMENTS ------------ ----
TOXICITY REQUIREMENTS ATTACHED. INTERACTS WITH PERMITTED LONGVIEW DISCHARGE.
SELF MONITORING DATA ATTACHED. RECOMMEND COPPER MONITORING.
Recommended by
Reviewed by:
Tech. Support Supervisor
Regional Supervisor
Permits & Engineering
**A4.x
- _-
���
*
-1/�. *-
Date 1/2 9
-
7�
rho
Date'
Date //�c9x /
^~------ -- - --v~
,AUG � ���7
nw� �u vawv
RETURN TO TECHNICAL SERVICES BY
�

Facility Name
Permit # 000640iC0
TOXICITY TESTING REQUIREMENT
The effluent discharge shall at no time exhibit chronic toxicity using
test procedures outlined in:
1.) The North Carolina Ceriodaphnia chronic effluent bioassay proce-
dure (North Carolina Chronic Bioassay Procedure - Revised *February 1987) or
subsequent versions.
The effluent concentration at which there may he no observable inhibi-
tion of reproduction or significant mortality is 2_7 % (defined as treatment
two in the North Carolina procedure document). The permit holder shall
perform V monitoring using this procedure to establish compliance
with the rmit ndition. The first test will be performed within thirty
days from issuance of this permit. 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 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 employed for disinfection of the waste stream.
Should any test data from this monitoring requirement or tests per-
formed 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 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-
urg of permit condition.
7Q10 2Lt‘el cfs
Permited Flow (p MGD Recommended by:
Basin & Sub -basin ogoCi3s
Receiving Stream bi-,,,r.1i %o.-k:._ 't'1?_,�,o-
County c, Cb L.
t_ c 0,
Date 7/i6 f4S%

1/�-t s • _1
` j CMS 1,1 of
t=
79
16x3 + r7
k

WINTER
' WINTER TEMPERATURE
--- MODEL RESULTS
Discharger x HICKORY HENRY FORK
Receiving Stream : HENRY FORK RIVER
The End D.O. is 6.64 mg/l.
The End CBOD is 18.59 mg/l.
The End NBOD is 20.40 mg/l.
Segment 1
Reach 1
Reach 2
Reach 3
Reach 4
WLA WLA WLA
DO Min CBOD NBOD DO Waste Flow
(mg/l) Mi1epoint Reach # (mg/1) (mg/l) (mg/1) (mgd)
9.20 4
90.00 62.50
0.00 0.00
0.00 0.00
60.00 81"00
5.00
0.00
0.00
5"00
2.00000
0.00000
0.00000

r
I 3
/24/
NPDF,S PRETREATMENT INFORMATION REQUEST FORM
FACILITY NAME: ((T-{ of lC.t og_`/ _ BEN -J `o25•NPDES NO. NCO° 4 a 7
REQUESTER: 13 lZ ( DC( C DATE: 3/1 i / ? 7 REGION: / 4 g
PERMIT CONDITIONS COVERING PRF.TREP►TMF T
This facility has no SIUs and should not have pretreatment language.
This facility should and/or is developing a pretreatment program.
Please include the following conditions:
Program Development
Phase I due / /
Phase II due / /
Additional Conditions
(attached)
This facility is currently implementing a pretreatment program.
Please include the following conditions:
j� Program Implementation
Additional Conditions
(attached)
SIGNIFICANT INDUSTRIAL USERS' (SIUs) CONTRIBUTIONS
SIU FLAW - TOTAL:
- COMPOSITION:
HEN:WORKS REVIEW
D. 853 MGD
TEXTILE: 4672. MGD
METAL FINISHING: 0.003 MGD
OTHERt: fa,u,.,d,, 0.029 MGD
do : 0.to MCo
-tre-ii: o.002. MGD
caTla" ti,• o_o29 MGDe-io}t cal O. 019
b..sed en 1"S4A rYy
PARAMETER DAILY LOAD IN LBS/DAY
ALIALECpEptstmxPaa
�,,,,ousriel�c. Ae�+w�� c�oc
Y�
Cd 4-o, ob O. t 9 L _
Cr 34 1. 0+ a. 3 ! 76
Cu 13 1.27 14. 24 Q2
Ni i2 o.44 0.74 32-
Pb 11 1.o4 4.52 Et
Zn 35 3.45 7.17 77
CN 2 o.85 0. ? 59
Phenol
Other 0.2 0021 e. o �.-
ggL 2.7 0.10 1.4+ 94
RECEIVED:3 / 11 / 97 REVIEWED BY: #4144) : 3 / /3 / 87
01+ = 3/24./07 A.:1a1,44. 3/24-ink

J�evo �-FVT
-
�ay
EFFLUENT LONGTERM BCJG'S AND NITROGEN VALUES
(all values in mg/1)
SAMPLE DESCRIPTION
DAY 8OD
Gastonia Long Creek 0
Composite
October 7-8, 1986 5 4.9
Time: 1100-1100
NBOD = 1.9 * 4.57 = 8.7
CBOD = 30.0 - 8.7 = 21.3
Hickory Henry Fork
Composite
September 8-9, 1986
NBOD = 3.7 * 4.57 = 16.9
CBOD = 78.9 - 16.9 = 62.0
Newton WWTF'
Composite
September 9-10, 1986
Stop at day 60
NBOD = 0.9 * 4.57 = 4.1
CBOD = 22.0 - 4.1 = 17.9
High Point Eastside
Composite
October 28-29, 1986
Time: 1020-1040
12
16
22
32
40
62
71
92
0
3
5
7
9
12
14
19
28
33
41
50
60
90
122
0
5
13
18
27
32
40
49
60
91
121
0
5
11
20
9.5
11.5
13.9
17.1
19.5
24.8
26.9
30.0
TOT
NH3 TKN NOX N
0.46 4.3 5.1 9.4
0.11 3.7
0.19
0.19
0.11
2.9
2.9
3.5
0.11 3.1
1.3 4.2
5.9 9.6
6.2
6.4
6.4
9.1
9.3
9.9
7.0 10.1
6.3 10.5
13.1
20.5 2.2 4.6 5.9 10.5
28.1
36.1
46.0 0.40 4.5 8.3 12.8
50.7
58.4
64.3 0.14 2.7 9.7 12.4
66.7
69.4 0.06 2.1 4.4 6.6
71.9
74.3
75.4
78.9 0.07 1.3 10.0 11.3
2.8
6.7
9.4
13.3
15.3
17.6
19.8
22.0
24.7
27.7
0.31 1.5
0.37 1.9
0.40 3.6
1.1 2.6
1.1 3.0
1.0 4.6
0.04 2.4 1.9 4.3
0.05 .80 2.0 2.8
0.09 .80 2.0 2.8
0.31 1.8 10.0 11.8
u$ob ='?
r_4 = 6,679
eao
Kti % O.oZ,
4.6
7.7
11.1 0.06 2.3 10.0 12.3

~ ^ SUMMER
ALLOCATION
---- MODEL RESULTS
'
Discharger : HICKORY HENRY FORK
Receiving Stream : HENRY FORK RIVER
The End D.O. is 5.00 mg/l.
The End CBOD is 12.22 mg/l.
The End NBOD is 8.92 mg/l.
Segment 1
Reach 1
Reach 2
Reach 3
Reach 4
WLA WLA WLA
DO Min CBOD NBOD DO Waste Flow
(mg/l) Milepoint Reach # (mg/l) (mg/l) (mg/1) (mgd)
5.00
9.20 4
48.00 31.50
0.00 0.00
0.00 0.00
46.00 41.00
5.00
0.00
0.0A
5.00
2.00000 7
0.00000
0"00000
6"00000

*** MODEL SUMMARY DATA ***
•
Discharger n HICKORY HENRY FORK
Receiving Stream HENRY FORK RIVER
Summer" 7010 n P4.9
Design Temperature: 25.
Subbas i n u 030835
Stream class
Winter 7010
I LENGTH I SLOPE! VELOCITY I DEPTH! Kd I Kd 1 Ka 1 Ira 1 KN 1 l(N I KNR 1 KNR I
mile 1 ft/mil fps 1 ft !design' MHO' !design' 820° Idesignl 220° 'design! .20° I
Segment 1
Reach 1
1 1 I I 1 1 I I I 1 1 1
1.501 3,001 0,351 1 2,27 1 0.28 10,23 1 1,03 I 0:931 0.44 10,30 1 0.44 10,00 1
1.'-_ I I I I I 1 I 1 I I 1
Segment 1
Reach 2
1 1 I 1 I 1 1 I I I I I
1,301 32.001 0.701 11,63 1 0.50 1 0.40 122.02 119.751 0,73 10.50 1 0:73 10,00 I
1 I I I 1 I I I 1 1 1 I
Segment 1
Reach 3
I 1 I 1 I 1 1 I I 1
0.387 1 2.24 1 0.28 1 0,22 1 1,52 1 1,361 0.44 10.30 10.44 1 0,00 I
I I I 1 1 1 I 1 1 I
Segment 1
Reach 4
1' 1 I 1 1 I I I I I I
4,10 4:001 0.477 1 2,38 1 0,28 10,23 11,87 I 1.681 0:44 1 0.30 1 0.44 1 0:00 I
i
I I 1 I I I 1 I 1 1
I E1.oc'$
I cfs
Segment 1 Reach 1
Waste 1 3.100
Heady. aters 1 23.400
Tributary I 0„000
* Runoff I 0.670
Segment 1 Reach 2
Waste I 0.000
Tributary I 0.000
• Runoff f I 0.A70
Segment 1 Reach 3
Waste 1 0„000
Tributary 1 0.000
* Runoff I 0.670
Segment :1. Reach 4
Waste I 9.300
Tributary I 0.000
• Runoff I 0.670
CLOD I NBOD I D.O. I
mg/ 1 I mg/ 1 I mg/1 1
48.000
2„0t_,0
0.000
Pa0t_)0
0„0t_0
0.000
2.000
0.000
0.000
2„000
46„000
0.,t_00
2„i}t;0
I 31.500 I
I 1.000 I
I 0.000 I
I 1.000 1
3„t_3t_0 I
0.000 1
1.000 I
0Lfit_0 I
0Ji,?00 I
1.000 I
I A3.000
I 0.000
I 1.000
* Runoff flow is in c f s/mi.1t?
5.000
7.440
7.440
0.000
7.440
7.440
0„000
7..440
7.440
5.000
7..440
7„440

,` .
'
SLIMMER
CURRENT LIMITS
---- MODEL RESULTS
Discharger : HICKORY HENRY FORK
Receiving Stream HENRY FORK RIVER
The End D.O. is 4.87 mg/1.
The End CBOD is 12.22 mg/1.
The End NBOD is 12.79 mg/l.
Segment 1
Reach 1
Reach 2
Reach 8
Reach 4
WLA WLA WLA
DO Min CBOD NBOD DO Waste Flow
(mg/1) Milepoint Reach # (mg/l) (mg/1) (mg/1) (mgd)
--~~^-- - --~-
4"37 9.20 4
48.00 81.50
0.00 A.00
0.00 0.00
46.00 63.00
5.00
0.00
0.00
5.00
2.00000
0.00000
0.0O000
6.00000

, SUMMER
, ^ CURRENT LIMITS
Discharger
Receiving Stream
----~----- MODEL RESULTS ----------^
: HICKORY HENRY FORK
o HENRY FORK RIVER
The End D.O. is 5.32 mg/l.
The End CBOD is 12"98 mg/1.
Segment 1
Reach 1
Reach 2
Reach 3
Reach 4
WLA WLA WLA
DO Min CBOD NBOD DO Waste Flow
(mg/1) Milepoint Reach # (mg/1) (mg/1) (mg/1) (mgd)
5.32 9"20 4
48.00 31"50
0.00 0.00
0.00 0.00
50"00 27.00
5.00
0.00
0.00
5.00
2.00000
0.00000
0.00000
6.00000

SUMMER
CBOD ALLOCATION
---------- MODEL RESULTS -----
Discharger ri HICKORY HENRY FORK
Receiving Stream : HENRY FORK RIVER
The End D.O. is 5.06 mg/1.
The End CBOD is 25.16 mg/iu
The End NBOD is 0.42 mg/1.
WLA WLA WLA
DO ICI i n CBOD NBOD DO Waste Flow
(mg/1) Milepoint Reach # (mg/1) (mg/1) (mg/1) (mgd)
Segment 1 5.06 9.20 4
Reach 1 100.00 0.00 5.00 2.00000
Reach 2 0.00 0.00 0.00 0.00000
Reach 3 0.00 0.00 0.00 0.00000
Reach 4 100.00 0„00 5n00 6ac)0000

~ .
. ' ` ' NBOD ALLOCATION
SUMMER
Discharger
Receiving Stream
MODEL RESULTS
: HICKORY HENRY FORK
: HENRY FORK RIVER
The End D.O. is 5.03 mg/l.
The End CBOD is 1.01 mg/l.
The End NBOD is 15.60 mg/l.
Segment 1
Reach 1
Reach 2
Reach 8
Reach 4
WLA WLA WLA
DO Min CBOD NBOD DO Waste Flow
(mg/l) Milepoint Reach # (mg/l) (mg/l) (mg/l) (mgd)
5.08 9.20 4
0.00 70"00
A"00 0.00
0.00 0.00
0"00 70.00
5.00
0.00
0.00
5.00
2.00000
0.0O000
0.00000
6.00000

*** MODEL SUMMARY DATA ***
Discharger N HICKORY HENRY FORK
Receiving Stream HENRY FORK RIVER
Summer 7010 Q 24.9
Design Temperature: 8 .
8ubbas i n p 030835
Class: S Stream »,
Winter 7010 i u
!LENGTH' SLOPE! VELOCITY 1 DEPTH' Kd 1 Kd 1 Ka I Ka I KN 1 KN I KNR I KNR
I mile I ft/mil fps 1 ft !design! 20° idesign' a24° (design' H0° Idesign1 @20°
I I 1 1 1 1 1 1 I 1 1 !
Segment 1 1 1.501 3.001 0.351 12.27 1 0.28 10.23 1 1.03 1 0.931 0.44 1 0.30 1 0.44 10.00
Reach 1 1 ! 1 1 1 1 1 I 1 I 1 1
1 1 1 1 1 1 1 1 1 1 1 1
Segment 1 I 1.301 32.001 0.701 1 1.63 10.50 1 0.40 122.02 1 19.751 0.73 10.50 1 0.73 1 0.00
Reach 2 1 1 1 1 1 I 1 1 1 I 1 1
I 1 1 1 1 ! 1 1 1 I I 1
Segment 1 I 2.301 4.001 0.387 1 2.24 1 0.28 1 0.22 1 1.52 I 1.361 0.44 10,30 1 0.44 10.00
Reach 3 1 1 1 1 1 I 1 1 1 I 1 1
1 I I I 1 1 1 1 1 I 1 1
Segment 1 I 4.101 4.001 0.477 12.38 1 0.28 1 0323 1 1.87 1 1.681 0.44 1 0.30 1 0.44 1 0.00
Reach 4 I 1 1 1 1 1 1 1 1 1 1 1
1 Flow 1 (MOD 1 NF3OD 1 D.O. 1
1 c f s 1 mg/1 I mg/1 ! mg/1 I
Segment 1 Reach 1
Waste 1 3. 100 1 100.000 1 0.000 1 5.000
Headwaters! 83. .00 I 2.000 1 1.000 1 7.440
Tributary 1 0.000 1 0„000 I 0.000 I 7.440
* Runoff 1 0.670 I e . 000 1 1.000 1 7.440
Segment 1 Reach 2
Waste 1 0.000 I 0.000 I 0.000 1 0.000
Tributary 1 0 000 I 0.000 1 0.000 I 7.440
• Runoff 1 0.670 I 2.00r a I 1.000 I 7.440
Segment 1 Reach 3
Waste 1 0.000 1 0.000 1 0.000 1 0.000
Tributary 1 c:.000 1 0,000 I 0„000 1 7„440
* Runoff 1 0.670 ! 2.000 I 1.000 1 7.440
Segment 1 Reach 4
Waste 1 9.300 1100.000 1 0.000 1 5.000
Tributary 1 0„000 1 0„000 1 0.000 1 '7.440
* Runoff 1 0.670 1 2.000 I 1.000 I 7.440
• Runoff flow is in c•fsemi1e

^
,
{ 8eg
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
l
1
1
1
1
1
1
1
1
1
1
1
^
,
'
~
# | Reach #
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
2
2
2
2
2
2
2
2
2
2
2
2
2
2
8
3
3
3
3
3
3
8
3
3
3
8
3
3
8
3
3
3
3
3
8
3
3
3
4
4
4
4
4
4
4
|GegMi|
0.00
0.10
0.20
0.30
0.40
0.50
0.60
0.70
0.80
0.90
1.00
1.10
1.20
1.30
1.40
1.50
1.50
1.60
1.70
1.80
1.90
2.00
2.10
2.20
2.30
2.40
2.50
2.60
2.70
2.80
2.80
2.90
3.00
8"10
3.20
3.30
3.40
3.50
3.6D
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
5.00
5.10
5.10
5.20
5.30
5.40)
5.50
5.60
5.70
D.O" | CBOD |
7.15 7.38
7.10 7.83
7.06 7.28
7.01 7.23
6"96 7.18
6.92 7.14
6.88 7.09
6.84 7.04
6.80 6.99
6.76 6.95
6.72 6.90
6.68 6.85
6.65 6.81
6.62 6"76
6.58 6.72
6.55 6.67
6.55 6.67
6.80 6.63
7.01 6.59
7.18 6.55
7.32 6.51
7.44 6.47
7.58 6.48
7.61 6"40
7.68 6.36
7.73 6.32
7.78 6.28
7.81 6.24
7.85 6.21
7.87 6.17
7.87 6.17
7.83 6.13
7"79 6.10
7.75 6.06
7.71 6.02
7"67 5.99
7.64 5.95
7.60 5.92
7.57 5.88
7.54 5.85
7.51 5.81
7"48 5.78
7.45 5.74
7.42 5.71
7.39 5.68
7.37 5.64
7.84 5.61
7.32 5.58
7.30 5.55
7.28 5.51
7.25 5.48
7.28 5.45
7.22 5.42
7.20 5.39
6.68 15.49
6.61 15.41
6.54 15.83
6.47 15.26
6.41 15.18
6.85 15.10
6.29 15.02
SUMMER
SAME LIMITS AS LONGVIEW
NEW T, !:RATES
NBOD ! Flow |
4.57 26.50
4.52 26.57
4.48 26.63
4.44 26.70
4.40 26.77
4.35 26.84
4.81 26"90
4.27 26.97
4.23 27.04
4.19 27.10
4.15 27.17
4.11 27.24
4.07 27.30
4.03 27.37
3.99 27.44
3.96 27.51
8.96 27.51
3.92 27.57
3.89 27.64
3.86 27.71
3.83 27.77
3.80 27.84
8.77 27.91
8.74 27.97
3.71 28.04
3"68 28.11
3.65 28.18
3.62 28.24
3.59 28.31
3.56 28.38
8.56 28.38
3.53 28.44
3.50 28.51
8.47 28.58
3.44 28.64
3.41 28.71
3.38 28.78
3.35 28.85
8.82 28.91
3.29 28"98
3.26 29.05
3.24 29.11
3.21 29.18
3.18 29.25
3.15 29.31
3.13 29.88
3.10 29.45
8.08 29.52
3.05 29"58
3.02 29.65
3.00 29.72
2.97 29.78
2.95 29.85
2.92 29.92
9.70 39.22
9.68 39.28
9.56 39.35
9.49 39.42
9.43 39.49
9.86 39.55
9.29 39.62

o.mo o.C'u I "t o :�y.O'l
5.90 6.18 14.87 9.16 39.75
;-4' ' 6.00 6.18 14.80 9.09 39.82
1 A. 6.10 6.07 14.72 9.08 39.89
1 4 6.20 6.03 14.65 8.97 39.95
1 4 6.80 5"98 14.57 8.90 40.02
1 4 6.40 5.93 14.50 8.84 40.09
1 4 6.50 5.89 14.48 8.78 40.16
1 4 6.60 5.85 14.35 8.71 40"22
1 4 6.70 5.81 14.28 8.65 4O.29
1 4 6.80 5.77 14.21 8.59 40.36
1 4 6.90 5.73 14.14 8.53 40.42
1 4 7.00 5.70 14.07 8.47 40"49
1 4 7.10 5.67 14.00 8.41 40.56
1 4 7.20 5.63 13.98 8"35 40.62
1 4 7.30 5.60 13.86 8"29 40.69
l 4 7.40 5.57 13.79 8.28 40.76
1 4 7.50 5.54 13.72 8.17 40.83
1 4 7.60 5.52 13.65 8.12 40.89
1 4 7.70 5.49 13.58 8.06 40"96
1 4 7.80 5.47 13.51 8.00 41"03
1 4 7.90 5.44 13.44 7.95 41.09
1 4 8.00 5.42 13.38 7.89 41.16
1 4 8.10 5.40 13.31 7.83 41.28
1 4 8.20 5.38 13.24 7.78 41.29
1 4 8.80 5.36 13.18 7.72 41"86
1 4 8.40 5.34 13.11 7.67 41.43
1 4 8.50 5.33 13.05 7.62 41"50
1 4 8.60 5.31 12.98 7.56 41.56
1 4 8.70 5.80 12.92 7.51 41.63
1 4 8.80 5.28 12.85 7.46 41.70
1 4 8.90 5.27 12.79 7.40 41.76
1 4 9.00 5.26 12.73 7.85 41.83
1 4 9.10 5.24 12.66 7.30 41"90
1 4 9.20 5.23 12"60 7.25 41.96
| Seg # | Reach # | Sea Mi | D.O. | CBOD | NBOD | Flow |