NC0023442_wasteload allocation_19870728

PERMIT NO.: _ NCOO
FACILITY NAME:.L/;27—Z-yl1'
Facility Status: Ex1 G FxopoSED
(circle one)
Permit Status:. RENEW MMIFiCATiON
(circle one)
Major Minor
Pipe No:
Design ,Capacity (MGD): lid
Domestic N of Flow):
Industrial of Flow): AIA'
Comments:
NPDES WASTE LOAD ALLOCATION
Tr-
UWERMtr MD NEW
RECEIVING STREAM-
Class:
Sub -Basin: L23 e�6 Q%
Reference USGS Quad: (please a torch)
County: - I ,
Regional Office: As Fa Mo Wa W WS
(circle one)
/ r �Cf
Requested 8y: ��/ S` Date: Z
/
Prepared By: Date:
Reviewed By: Date:
Modeler
Date Rec.
#
zz S -7
39'76
Drainage Area (mil) Avg.. Streamf low (cfs):
7Q10 (cfs) _Winter 7Q10 (cfs) 30Q2 (cfs)
Toxicity Limits: IWC ______ % (circle one) Acute / Chronic
Instream Monitoring: .
Parameters
Upstream Location
Downstr am Location
1/
fluent
Characteristics
Summer
Winter
BOD5 (mg�W'1
?i
NH3 NXi' g/l)
D (mg/1)
TSS (mg/1)
F. Col. Q100m1)
pH (SU)
Comments:

-------..... ..... --..... ..... ..... ..... ..... .... ..... ..... ..... ... ..... ... ..... ..... ----.... --- MONITORING -----------------------------_-__
Upstream (Y/N): Location:
Downstream (Y/N): Location:
------------..... ..... ..... ------------------- COMMENTS ------.... -------------------------_
THIS ANALYSIS INCLUDES ALLIED CHEMICAL, REICHOLD CHEMICAL, AND WEYERHAUSER
CO. ON THE HAW RIVER

a
rG-
4-i
I

i
J
f
c
� W,
e
a

|LENGM SLOPE! VELOCITY
| DEPTH! K1 | K1 | K2
K2
| KN | KN | KNR
ft/mi|
----------
fps
/ ft |design� 320- |design�
______--------------------------
@20»
�design( @2O" |design| @20« |
___________
Segment
1 0.601
1.00|
------------
0.246
1 4.58 | 0.51 1 0.36 1 0.52 |
1221
0.00 1 0.00 | 0.00 1 V.00 �
Segment 1
Reach 2
| 0.4N
(
1.00|
0.246
_____------ _______---------------
| 4.58 | 0.51 | 0.36 1 0.52 1
0,221
_________
O.00 | 0.O0 | 0.00.00 |
Segment 1
Reach 3
----------------
----------
0.30|
|
___--------------------
1.00
_______________________________________
246
| 4.58 | 0.51 | 0.36 1 0.52 |
0.22
00 | 0.00 | O.O0 .00 �
Segment 1
| 0.201
1.001
0,245
----------------------- _____________________
| 4.60 | 0.51 | 0.36 ( 0.52 |
0.221
0.00
Reach 4
___________________________________________________
|
Segment 1
| 6.00|
1.001
0.236
1 5.31 | 0.51 | 0.35 0.52 |
0.211
0.00
Reach 5
--- ----------------
______--------
__________
Segment 1 Reach 3
Waste | 0.155 |135.000 | 0.000 | 0.000
Tributary | 0.000 | 0.000
it Runoff 1 000 1 0.000

� z V.+to
1 1 0.54
1 1 0.60
1 2 0.60
1 2 0.64
1 2 0
'/ l5 2
.
7.14 2.66
7.13 2.64
7.12 2
7.12 2.65
. .
68 0 00
0.00
0.00
^ ^
66 0 00
0.00
. �
77 48
77.48 /
^ |
77 48 /
77 50
^ |
77.50
.
1 2 0.72
1 2 0.76
1 2 0.80
1 2 0.84
1 2 0.88
1 2 0.92
1 2 0.96
68
7 11 2
.
7.10 2.62
7.09 2.61
7.08 2.60
.
7 08 2
7.07 2.57
7.06 2.56
7.05 2.54
. .
64 0 00
0.00
0.00
0.00
. .
58 0 00
0.00
0.00
0.00
77 50
. �
77.50
77.50
77.50 |
77 50
. �
77.50
77.50 (
77.50 |
1 2 1.00
1 3 1.00
1 3 1.03
7.04 2.53
7.03 2.79
7.02 2.78
0.00
0.00
0.00
77.50 /
77.66 !
77.66 /
1 3 1.06
1 3 1.09
1 3 1.12
1 3 1.15
7.02 2.77
7.01 2.76
7.01 2.75
7.00 2.74
0.00
0.00
0.00
0.00
77.66 /
|
77.66 |
77.66 |
77.66 (
|
1 3 1.18
1 3 1.21
1 3 1.24
1 3 1.27
1 3 1.30
1 4 1.30
1 4 1.32
1 4 1.34
1 4 1.36
1 4 1.38
1 4 1.40
6.99 2.73
6.99 2.72
6.98 2.71
6.97 2.70
6.97 2.69
6.97 2.71
6.96 2.70
6.96 2.69
6.96 2 .
6.95 2.68
6.95 2.67
0.00
0.00
0 00
^
0.00
0.00
0.00
0.00
0.00
69 0 00
.
0.00
0.00
77.66
77.66 {
^ |
77 66 |
77.66 |
77.66 /
�
77 67 . /
77.67 |
77.67 i /
. /
77 67
77.67
. �
77 67 |
1 Q. 1.42
1 4 1.44
1 4 1.46
1 4 1.48
1 4 1.50
1 5 1.50
1 5 1 60
^
1 5 1.70
1 5 1.80
1 5 1 90
^
1 5 2.00
1 5
6.94 2.67
6.94 2.66
6.94 2.65
6.93 2
6.93 2.64
7.01 2 ^
^ ^
6 99 2
6.98 2.43
6.96 2.40
^ ^
6 94 2
6.93 2.34
0.00
0.00
0.00
65 0 00
0.00
50 0 00
^
46 0 00
^
0.00
0.00
37 0 00
^
0.00
77.67
|
77.67 �
77.67 |
77 67 '
77.67 /
^ |
99 87 �
99 87
^ |
99.88 |
99.88 � /
^ |
99 88
99.89 /
2.10
1 5 2.20
1 5 2.30
1 5 2.40
1 5 2.50
1 5 2.60
1 5 2.70
1 5 2.80
1 5 2.90
1 5 3.00
6.91 2.31
6.90 2.28
6.89 2.25
6.87 2.22
6.86 2.19
6.85 2.16
6.84 2.13
6.83 2.10
6.81 2.07
6.81 2.05
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.0O
0.00
99.89 |
99.89 (
99.90 |
99.90
99.90 |
99.90 �
99.91 |
99.91
99.91
99.92 �