NC0033430_Wasteload Allocation_19820930

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FA
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Facility Name:
WES WASTE LOAD ALLOCATION
4 4L�3
Date:
Existing Permit No.: Pipe No.: 001 ` County: l�tw&vYLSv^(
Proposed Q
Design Capacity (MGD) : 0 . 153
Industrial (% of Flow) : Domestic (%
of Flow) :
O() fv
Receiving Stream: N VW AA.1_K
Class: Sub -Basin:
"" d 3 " 0 Z.
Reference USGS Quad:
(Please attach) Requestor: Ay e__ _
Raglvae-1
Office
(Guideline limitations, if applicable, are
to be listed on the back of this form.)
A
Design Temp.: 0
Drainage Area: U M Z' Avg. Streamflow•►�
r
7Q10•
Winter 7Q10: 30Q2:`
,Z- G
Location of D.O.minimum below outfall): Slope:.
I(miles
Velocity (fps):. .11
K o
1 (base e, per day, 20 C) : �. �1� K2 (base
e, per day,
^'
200C) :
Effluent
Characteristics
Monthly
Average
Comments
OU
fz,1
le C '0 vlw-
C�rjo
Effluent Monthly
Characteristics Average Comments
Original Allocation a
Revised Allocation Date(s) of Revision(s)
hve s ge-'s (Please attach previous allocation)
Prepared By t� Reviewed By: Date: 3�

REQUEST NO. 2 443
FACILITY NAME
TYPE OF WASTE
COUNTY
REGIONAL OFFICE
RECEIVING STREAM
7010 : 1.1 CFS
DRAINAGE AREA
WASTELOAD ALLOCATION APPROVAL FORM
f
CAMP JUDEA
DOMESTIC SEP 24 j492
HENDERSDN WATER QUALITY
OPERATIONS BRANCH
ASHEVILLE REQUESTOR Y bAVE ADKINS
! HENDERSON CREEK
W7010 . 1.7
3.80 SO.MI.
SUBBASIN 41 040302
CFS 30L12 : 2.2 CFS
STREAM CLASS 'O B-TR
RECOMMENDED EFFLUENT LIMITS
WASTEFLOW(S) (MGD) 0.03'
BOD-5 (MG/L) S 30
NH3-N (MG/L) t NR j����z r►q "bog--- u®T
D.0. (MG/L) NR.sr.-.,� b�f�L."
PH (SU) 6-4 �aF.c-Ye0+� /Vo ✓lo�ar.e•,.s
P
P4 P V eL
"aSf"'�G.T�bhJa..aT11lS.
T S S (M G / L ) i � 30
s-,,..,► ��+�as � HE,..a m.a.
�t. f�J � ac_c. u 1Zi2..T►D
4 s G ►� /ySLC� Tc.. TL lic C., rA.<a C.Ci — ► a`D 2.+r. kr:�
iZ.is t a .f- � e, i+�.®az .•... � t—` •..... rs s Msn �'� .3 �
FACILITY IS i PROPOSED ( ) EXISTING ( ✓) NEW (� .
LIMITS ARE REVISION ( V/� CONFIRMATION ( } OF THOSE PREVIOUSLY ISSUED
-�BeccLt. se of Is-'T-V- 40 �ncf���, r�sicl��cc�1 cit[o✓ne f .f.��
REVIEWED AND RECOMMENDED BY: �
MODELER
SUPERVISORYMODELING GROUP
� REGIONAL SUPERVISOR
PERMITS MANAGER
APPROVED BY
DIVISION DIRECTOR
DATE
4'0"-
DATEDATE I
. ___`__r_'___� _DATE I _ r
__-__ _ ATE • _/�2f
_____ __-

******** MODEL RESULTS
DISCHARGER .CAME' JUDEA
RECEIVING STREAM *#HENDERSON CREEK
THE END D.0. IS 7.44 MG/L
THE END CBOD IS 5.76 MG/L
THE END NBOD IS 0.00 MG/L
THE D.0. MIN+ OF SEGMENT 1 IS 7.94 MG/L
THIS MINIMUM IS LOCATED AT SEGMENT MILEPOINT 0.4
WHICH IS LOCATED IN REACH NUMBER 1
THE WLA FOR SEGMENT 1 REACH I IS 110 MG/L OF CBOD
THE WLA FOR SEGMENT 1 REACH 1 IS 0 MG/L OF NBOD
THE REQUIRED EFFLUENT D,O, IS 0 MG/L
THE WASTEFLOW ENTERING SEG 1 REACH 1 IS 0.03 MGD

' -
MODEL SUMMARY DATA ***
DISCHARGER
: CAMP JUDEA
SUBBASIN :
040302
RECEIVING STREAM
: HENBERSON CREEK
STREAM CLASS!
B-TR
7010
: 1^1 CFS
WINTER 7010 :
1^7 CFS
DESIGN TEMPERATURE
; 20 DEGREES C^
WASTEFLOW :
0^03 MCI,
|LENGTHISLDPE | VELOCITY |DEPTH | K2 I Kr | Km | K2 | Oro |
|MILES iFT/MI | FPS | FT | /DAY |/QAY |/DAy l/DAY |CFS/MI|
---------------------------------------------'-~--------------------------------
| I I i | [ | } | }
SEGMENT 1 / 0,501 8,601 0^11 | 0^82 | 0438 | 0,38 | 0^00 f 1,75 | 0,00 |
REACH 1 ! | f | | | I ! | |
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ALL RATES ARE AT 20 DEGREES C.