NC0023442_wasteload allocation_19870521

cllneLr j�j Date Rec.
IMPOES WASTE LOAD ALLOCAEON
Faciiity Name. BC) JSE e-j�SCATDC (m�, (ILL P- C--
Date
Existing G
Proposed Kermit l�..-
A, Pipe No. County: -71-1,4-41t
-C 04 T
Design Capacity ( D) -. () r 0 C1 Industrial
Receiving Stream: 4,4c�,
(% of Flow): ..... O-DDMestiC (%of Flow): c
Class : C-
Reference USGS Quad: Ct- - 2- 2 - 5-, (?lease attach)
N'VO rQ C Lk (a- G7
Sub -Basin: 03 -Oco -0-7
Requestor: Regional Office
(Guideline limitations., If applicable,, are to be listed on the back of this form.)
Design Temp,,- Drainage Area (mil) 170o Avg - Streamf low (cfs)
7Q1O (cfs) +7 ...... Winter 7Q10 (cfs) 30Q2 (cfs )
Location of D.O. minimum (miles below outfall): Slope (fprn)
Velocity (fps).- =­L_,(7 V K,
(base �, per day) j K (base e. cxer day):
2
-SV
-fluent
Characteristics
Monthly
Average
7L
735
0 MIA
Comments
Origi'dz 6l6 'on 0 Coinments:
Re 1- 1 1
c 'on
Co ation
Prepared By:Reviewed By: IV Lmwtv\
Date:
7 �77

_.._ ._._ �..._ ..._..._..._..._ _�.._.__.__ _... .... .... .... .w._... 4JAST {._.00D AI....L..C:1CO'ATI ON APF'r• (NA1... F'0RI'l
F ac- i I i. t y r.I�: ine i�: (J 13L
Type t t-f' Wa �-* t p DOPIEST T I C
Receiving Str"e,.irrt HAW RxVER MCLP VED
Str"f r1rn Clasp » c
S t_tbt;.t s i. n to 0306C'7 1
C., Ca t_l r'i t n
y r C HAT'HAM Dr i.-t i m.ic_1e Area t ) w 17OC
N
Reg i. c,ntni IO ff i ce RAL.E I Gil••{ St..trnrrior 701. i::t>��;o����i���
e q t..t e s t c:t r- BRIDGES W i n t e►, 7 C'.)1. 0 t r_': 'f s n r
Date of Request » 1._._21-87 Ave -rage.., Flow (c'•fs) » 1. 560
C)LUAd is
�._ ._. _...._..._._......_..._ ._..._..._ ._..._. _ ._...____ ...._...� .._ RECOMMENDED EF'F'l_.I.IE l'%JT' LI M I T s _ _...�....._..__.___ ..__.___ ._..__ _ ._.__.__ .�._.._....m......_ .._ .._.
a
M
Wastc:r'f* 1. c:ttAj t rngcl) » C) N 008
Ammc:tr"iia Ni trogei..i t 7-ig/ I )
DisSct:lved Ox.ygen (rng/:l ) : 5 MA
T'ss ( rrig / I ) 30
Fecal Cc:t l ifr'ti"'rri ( #/ 1()C)jn:l)
" P
pH tSU} »
n
■
r
r
u
N
__ _._ ._ ._ ..._..... __.__.__.� �..__...._......_._ .w..._..._._ ._ _ _ ..._ t1C)N I ..I_OR I M.'"') --...__....__.___w.. _.. _.__ ._...M_.. _....._.__� �_._.._. _ ._......._...__...._..... ._..
I..Jpst r"E...." trn (Y/N) » Y Lc:. cat i.ctr'i» 100 0 FT t..lPST'REAM C*)F OUT'F AL.l...
Downstream (Y/N) » Y Lc:tr: at; ion.- it:rc;: C FT' DOWr:lSTREOM OF OL TT"ALL
................. _.. C:C3PIP Il~ N S
T' i �; i TO r t� c� r
VA o w -9 U -e V— ro P t� S uJ
o s y
C_lp__ Y_ IP-c 0 m 01
Recc::trrirrit~:ncled by ........
Reviewed by:
T ec h N St..t I.:i p c:t r- is E.B t_t p c::ri•" v i so y-
e c_-) i. o I I-11. ;Et..t l: ei v a. SOY"
F~'er" rri i t: w. 4Y7
(j P, - 7
C, 0. &�j -
U�A_

N ot'ee
74 (D
nc✓�e-
Ncop 34k4[4 cv, e, v c r
03 0G --07
S 7 Q 10 = 41. 0 c- s
Q A I S-00 CAS
k, I D srm*tle
As
kZ •`+S- ,
Wtl�,
s 7 Q 10 �.� JS
R 3 1 a So Vet
�j
cfs
m;ie
c �-s
Tr'It s��io
Q�
Alit tcJ
Qua = o , ��f m6-D
8015 C. Ca 5c c,.Je �tii ��tiGu�
QuJMFrb
BOO-ULT= IIrzI&-
cLentjcJs
1�)O D_ u LT
to = Q. 11 c�s
Pr = S C-4 S
aO rv�tl
CIS
U. 30 VVI,�
cF s
o. r CJ S
S c �s

----_---~- MODEL RE,"': ULTG ----------
Discharger : BOISE CASCADE CORPORATION-MONCURE
Receiving Stream : HAW RIVER
_..... ..... _..... _..... ..... _~_..... __... ..... __..... ..... _..... ______..... .... ... ______..... ..... ..... ..... _~___
The End D.O. is 5.33 mg/l.
The End CBOD is 8.03 mg/l.
The End NBOD is 0.00 trig/ l.
�����������... ..... .... .... ..... ..... ����������... �������..... ..... �������... ..... �������
WLA
WLA
WLA
DO Min CBOD
NBOD
DO
Waste Flow
(mg/I> Milepo1nt Reach # (mg/l}
_______
(mg/l>
(trig/ l)
(mgd)
Segment
1
5.33 1.70 4
Reach
1
644
0.0O
6.00
4400
Reach
2
135
0.00
5.00
0.00800
Reach
3
995
0.00
0.00
0.10000
Readh
4
135
0.00
0.00
0.00700

*�* MODEL SUMMARY DATA ***
Discharger o BOISE CAGCADE CORPORATION-4)ubbas1n x 030607
Receiving Stream : HAW RIVER 8tream Classx C
Summer 7Q1O : 47.3 Winter 7Q10 :
Design Temperature28.
|LENGTH| GLDP£| VELOCITY | DEPTH( K1 | K1 / K2 | K2 | KW ( KN | KNR | KNR |
| mile | ft/mi| fps | ft <esign| 820w |design! 8201 |design/ UO" Wesign/ W201
- --_~-_----__-_---______-________-_-__---_--~--__-____--__-------__-___-
Segment 1 1 0.551 1.001 0.171 1 4.30 / 0.51 | 0.35 | 0.52 | 0.15| 0.00 | 0.00 | 0.00 | 0.00 |
Reach 1 | | | | It | | | | � It | �
___________
_______________
8egment 1 | 0.45| 1.00/ 0.172 ( 4.31 | 8.51 | 0.35 / 0.52 | 0.151 0.00 } 0.00 | 0.00 | 0.0V I
Reach 2
-_-_______ -____-___-___-____-_-_-_____-_-__--__-_____~_-_-
8egment 1 | 0.501 1.00| 0.172 | 4.31 / 0.51 | 0.35 | 0.52 | 0.151 0.00 | V.00 | 0.00 | 0.00 |
Reach 3 | It | | It | It / It | It |
-----------------------------------------------------------------------------------------------------
8mgmmnt 1 | O.@O| \,OO: 0,173 | 4.32 | 0.51 | 0.35 | 0.52 1 0.151 0.00 | 0.00 | 0.00 / 0.00 |
Reach 4 | | � | Is � | | / | It It It
- __--
� Flow
( CBOD
NBOD
D.O~ �
| cfs
mg/l |
mg/l /
Segment 1
Reach 1
W
0.378
/644.000 |
0.000
6.000
Headwaters/
47.000
< 2.000 |
0.000 |
7.100
Tributary
| 0.000
| 0.000
0.000 |
0.000
* Runoff
| 050
( 2.000 |
0.000 /
7.100
Segment J.
Reach 2
WaSte
/ 0.012
|135.000 |
0.000 |
5.000
Tributary
| 0.000
/ 0.000
0"000 |
0.000
* Runoff
| O.220
| 2.000 |
0"000 |
7.100
Segment 1
Reach 3
Waste
0.155
|995.000 |
0.000 |
0.000
Tributary
| 0.000
| 0.000 /
0.000 (
0.000
* Runoff
| 0.330
| 2.000 |
0.000 /
7.100
8egment 1
Reach 4
Waste
| 0.011
|135.000 <
0.000 |
0.000
Tr1butary
| 0.100
i 2.000 |
0.000 |
7.100
* Runoff
| 0.300
| 2.000 |
0.000 |
7.100
* Runoff flow is in cfs/ill1le

| Geg #
| Reach #
| Seg Mi |
D~O.
| CBOD |
NBOD
| Flow |
1
1
0.00
7.09
7.12
0.00
47.38
1
1
0.06
7.03
7.05
0.00
47.41
1
1
0.11
6.97
6.98
0.00
47.44
1
1
0.17
6.91
6.90
0.00
47.47
1
1
0.22
6.85
6"83
0.00
47.50
1
1
0~28
6.79
6.76
0.00
47.53
1
1
0.33
6.74
6.69
0"00
47.56
1
1
0.89
6"68
6.62
0.00
47.59
1
1
0.44
6.63
6.55
0.00
47~62
1
1
0.49
6.58
6.48
0"00
47"65
1
1
0.55
6.53
6.42
0.00
47.68
1
2
0.55
6.53
6.45
0"00
47.69
J.
22
0.60
6.49
6.40
0.00
47"70
1
2
0.64
6.45
6.34
0.00
47.71
1
2
0.69
6.41
6.29
0.00
47°72
1
2
0.78
6"37
6.24
0.00
47.73
1
2
0"78
6.33
6.19
0.00
47.74
1
2
0.82
6.29
6.14
0.00
47.75
1
2
0.B7
6.26
6.08
01.00
47.76
1
2
0.91
6~22
6.08
0.00
47.77
1
2
0~96
6.19
125.98
0.00
47.78
1
2
1.00
6.15
5.93
0.00
47.79
J.
3
1.00
6.13
9.13
0.00
47°95
1
3
1.05
6.07
9.05
0.00
47.96
1
3
1.10
6.00
8.96
0.00
47.98
1
3
1.15
5.94
8.88
0.00
48.00
1
3
1~20
5"88
8.80
0.00
48.01
1
3
1.25
5.82
8.72
0.00
48.03
1
3
1~30
5.76
8"63
0.00
48.05
1
3
1.35
5.70
8.55
0.00
48.06
1
3
1.40
5.64
8.48
0.00
48"08
1
3
1"45
5.59
8.40
0.00
48.10
1
3
1.50
5.54
8.32
0.00
48.11
1
4
1.50
5~54
8.33
0.00
48.22
1
4
1.52
5.52
8.30
0.00
48.23
1
4
1.54
5.49
8.27
0.00
48.23
1
4
1.56
5.47
8.24
0.00
48.24
1
4
1.58
5.45
8.21
0.00
48.25
1
4
1"60
5.43
8.18
0.00
48.25
1
4
1.62
5.41
8.15
0.00
48.26
1
4
1.64
5.39
8.12
0.00
48~26
1
It
1.66
5.37
8.09
0.00
48.27
1
4
1.68
35
8.06
0.00
48.28
1
4
1~70
5.33
8.03
0.00
48.28
zeach # /
Seg M1 (
D.O. i
CBOD |
NBOD /
Flow It