NC0071862_Wasteload Allocation_19871027

PERMIT NO.: NCOO I I e)GE
NPDES WASTE LOAD ALLOCATION
FACILITY NAME: ©d ow, 4Soc;o_4CSpU0
Facility Status:
(circle ore)
Permit Status:
(circle one)
RENEWAL MOMCATION UNpERmMED O
Major Minor. `!
Pipe No: a0 t CS
Design. Capacity (MGD): 6)# 022
Domestic (X of Flow): 100
Industrial N of Flow): _
Comments: 'D;sc, r o GiH ""fel 'dd /A�
� UGS iSSZ 8,nd� e o re✓ l.aare�e��
6 - CIORECEIVING STREAM: *Gi40-1a r it ee,k
Class: C
Sub -Basin: 04 "0 —O�
V004
Reference USGS Quad: (please attach)
County: I.-I2i,�C�.spK
Regional Office: Fa Mo Ra Wa Wi WS
Wrele one)
Requesied By: �'^��� S444, ,(,�, Date:
Prepared By: Date: l*
Reviewed By: LDate: ld
Modeler
Date:
Rec.
#
G t>
l o
+ E'1
4 zsb
Drainage Area
(mil)
37 '
Avg.
Streamflow (cfs): 65� Y
7Q10 (cfs) 1L 3
Winter
7Q10
(cfs)
A 30Q2 (cfs)
Toxicity Limits: IWC % (circle one) Acute / Chronic
Instream Monitoring:
Parameters
Upstream Location
Downstream Location
Comments:

-+........ ... r�-----... .... ................
-
........ - WASTELOAD
Al LOCATION APPPC)VAL
FOAM .... ........
... .... ............ .... ..... --....... ---.... ....
^
Permit Number
NC0O71(:,162
Facilixy Name
� O)CRM ASSOC%ATES PUD
Type of
QOMEST],C
Gtatus
PPC) POSED
Aeceiving Stream
� CI El CAEEK
S�ream Class
� C
Subbasin
040302
��ounty
� HENDEASON
Drainage
Area
<sq mi>
� 39
Aegional Office
� AQO
Average
Flow
64 4
AequIns tor
J.J. 3
�ate of Aequest
10/1/87
16
Quad
F9SW
30A2
26.5
....................... ............................................... --........ .... .... .... AECOMMENDED EFFLUENT LIMITS .... ........ ................ ....
Was�eflow
(mgd)
5-Day
Ammonia Nitrogen
(mQ/l)
Dissolved Oxygen
(mg/l}
TSS
(III g/�>
Fecal Coliform
(#/100ml)
pH
( S U )
O.O22
NP
3O
NQ
-.... ........................... .... ........................ .... ............................................ ............... - MONITORINC'.., ........ .... ........... ................ ................ ........ ................ ................ ... -....... ..... .... ........
Ups'4reaIT, (Y/N) N Location�
Downstream (Y/N)N Location
........................................... .... ........................ ............................... -.......................... COMMENTS ---.... ... --... .... .... .... .... ................. ............... ............ .................................
'
THIS IS A REVISED POINT FAOM PPIE: VIOi8 WLA AEQUEST 41:4162 FOA ODOM
ASSOCIATES PUD.
--................... .... ... --... ................ ....... ........................ ................... --................. .................................... ........ ....................... ...
Aecommended
...... ... . ... . . ............ ....
Aeviewed bV� (/
�
Tech Support �upervis
~ �r -- -
Qegiona
Permits & Eigineering
Date _
� C�-�
Da�e '�/^ �
@J��� 3 1987

16ty l FIC
0y030.A
f D .y`f6Y.777G /13
5� ro= Izefi
i W7 ro : 17c{S
3dt = Z$c4
f
' CIA
90 ,GZ2 MGM
)Alf 3i�r2
0
/7yto
/Vo f CA/ JY f [1 Arl,, )
e
t_OOQYYI SSAc. �U/0
f 44 = 3900- jj
GY,Y,6
3 c6
W75P/o a/6 C6
S70, Z r /,/. 2- Z 0, 7-
9c�s/.y„z
w7plo j� c �� /7 cl /ljl, z w = O, 9/

---`-'
MODEL FOR DOOM ASSOCIATES PUD
'
W/
SECONDARY
LIMITS
'
---------' MODEL
RESULTS ----------
Discharger
ODOM ASSOCIATES
PUD
Receiving Stream
CLEAR CREEK
----------------------------------------------------------------------
The End D.O.
is
8.06
mg/l.
The End CBOD
is
2.01
mg/l.
The End NBOD
... ........... ...... .......... ..... .... ...........................
is
1.18
........ ...................
mg/l.
........ .... ........................ ................
....................................................
............................... ......................................
....
gLA
WLA
WLA
DO
Min
CBOD
NBOD
DO Waste Flow
(mg/1)
Milepoint Reach
# (mg/1)
(Mg/1)
(mg/1) (mgd)
Segment 1
------
7.70
... ............... ............ .... .... .... ... ..............
0.00 1
----
----
-- .... .... ...............................
Reach 1
45.00
90.00
OO 0.02200

Discharger €.11.1€. M ASSOCIATES PUD Sul:xl:zas i n
Ac ee:3.Vi ng Stream : CLEAR €.:R3::.3::.3` Stream Class
Summer 7Q10 Winter 7Q10
Design Temperature: 23.
1LENGTH! SLOPE! VELOCITY 1 DEPTH! Kd 1 Kd 1 Ka 1 Ka 1 KH ! KN 1 KNR ! KNR 1
1 mile 1 ft/oil fps l ft ldesigni @200 !design! @200 ldesigni @200 !design! @200 1
-----------------------------------------------------------------------------------------------------
Segment 1 1 1.101 9.00! 0.337 1 1A0 1 019 1 015 1 4.21 1 3.941 0.38 1 010 1 018 1 0.00 1
Reach 1! i i i i i i 1 1 i l 1 !
1 Flow
1 C.' 1'•.'.€: D
1 N1:3t: D 1
D.D. !
1 c•fas
1 mg/l
1 mg/:1. 1
mg/:1. i
Segment I
Reach :1.
Waste
! 0.09A
1 A5.000
1 90.000 !
0.000
Headwaters!
11..300
1 2.000
1 1.000 1
7.720
Tributary
1 0.000
1 2.000
1 1.000 1
7.72{?
* Runoff
1 0.000
1 2.000
1 1.000 1
7.720
* Runoff flow is in
{jA DS02
C,
16.

,
| Seg'# 1 Reach #
1 Sag Mi |
D.O.
1 1
A 00
7.70
1 1
V10
7.7z
1 1
0.20
7.79
1 1
0.30
7.83
1 1
0.40
7.86
1 1
0.50
7.90
J. 1
0.68
7.98
1 1
0.70
7.96
:1. 1
0.80
7.99
1 1
0.90
8.01
1 1
1.00
8.04
J. 1
1.10
8.06
| Sag 0 | Reach 0
| Sag Mi |
D.O. |
.
--'-'
MODEL FOR ODOM ASSOCIATES PUD
W/ SECONDARY
LIMITS
| CBOD
| NBOD |
Flow (
2.13
1.27
11.33
2.12
1.26
11.33
2.11
1 25
11.90
2.10
1.24
11.33
2.09
1.23
11.33
2.08
1.23
11.33
2.06
1.22
11.33
2.05
1.21
11 83
2.O4
1.20
11.33
2.03
1.19
11.33
2.02
1.18
11.33
2.01
1.18
11.33
CBOD
| NBOD |
Flow |