NC0056391_Wasteload Allocation_19830217

Facility Name: _
Existing Q
Proposed d
NPDES WASTE LOAD ALLOCATION
ia,l A le -
Engineer
Date Rec.
#
fu)�
t-5
5i
Date: ;1AYF4
Permit No.: — Pipe No.: County: wQ AG
-' Design Capacity (MGD): 0,070 A,/ '�Industriall (% of Flow): Domestic (% of Flow): ���
cro
Receiving Stream: U 7— oT /Vt'USe. 41 e r Class: C Sub -Basin:
'. Reference USGS Quad : r tl& r (Please attach) Requestor:y - w ��t�+ Regional Office Lle,, 4
a'
(Guideline limitations, if applicable, are to be listed on the back of this form.)
Design Temp.: �7 Drainage Area: 0 M 2 Avg. Streamflow:
7Q10: ' L Winter 7Q10:—+ 30Q2: —^
Location of D.O.minimum (miles below outfall): Slope:.. 0 -�
Velocity (fps): ') Kl (base e, per day, 200C): K2 (base e, per day, 200C):
i
Effluent
Characteristics
zMOM
I
4
E, s
Effluent Monthly
Characteristics Average Comments
Original Allocation "YV_Q' �`Dw ��1 ��� 6 /
Revised Allocation Q Date(s) of Revision(s)
(Please attach previous allocation)
irmation
�`bIIJJ p�
Prepared By: Reviewed By: Date: e( 9J
V"

`~
' , ^ REQUEST NO. 512
' -
WASTELOAD ALLOCATION APPROVAL FORM ********************
FACILITY NAME TRIANGLE ENG 47
-r� ��1���
___ __ ___ __.._____ ���-= :p/w
TYPE O� WASTE
COUNTY
REGIONAL OFFICE
RECEIVING STREAM
7010 : 0.2 CFS
DRAINAGE AREA
� DUn��|�[
� WAKE
� RALEIGH
� UT NEUSE RIVER
W7Q10 :
� 110 SQ^MI^
AAAEIGA REGIONAL OFFICE
REQUESTOR : BILL REID
SUBBASIN : 030402
CFS 3002 CFS
STREAM CLASS 1C
RECOMMENDED EFFLUENT LIMITS
WASTEFLOW(S)
(MGD)
0'[77
BOD-5
(MG/L)
:131D
NH3-N
(MG/L)
NR
D.O.
(MG/L)
5
PH
(SU)
6-9
FECAL COLIFORM
(/100ML):
1000
TSS
(MG/L) !
30
FACILITY IS : PROPOSED ( 04XISTING ( ) NEW ( )
LIMITS ARE i REVISION ( ) CONFIRMATION ( ) OF THOSE PREVIOUSLY ISSUED
REVIEWED AND RECOMMENDED BY:
MODELER
SUPERVISOR,MODELING GROUP
REGIONAL SUPERVISOR
PERMITS MANAGER
APPROVED BY �
DIVISION DIRECTOR
TE �
----DATE
DATE
� ATE |

011** INPUT DATA SUMMARY '* *
I FLOW 1
CBOD I
NBOD I
D- O. I
I CFS I
MG/L I
MG/L I
MG/L I
SEGMENT 1 f,'L-_ACH 1
I I
I I
I
I
I
I
I
I
WASTE
1 0.11 1
119.00 1
0.00 1
5.00 1
HEr DWATERS
I 0.20 1
2.00 L
0.00 1
7. `6 1
TRIBUTARY
1 0.00 1
0.00 1
0.00 1
0.00 1
RUNOFF
1 0.00 1
0.00 1
0.00 1
0.00 1
RUNOFF
FLOW IS IN
CF5/MILE

MOREL RESULTS
DISCHARGER KRIANGLE ENG 07'
RECEIVING STREAM !UT NEUSE RIVER
',t:��%��:X�f���X�#%K��F:��•'r�����r1��h����nY:is�:�%k��k���:��F�k:��K�k�:��r:�;:�i. � t}:�:�;�f:�n:��:�:i�:Y:S��F�f%kw h��:,,
THE ENT I.O. IS, 5.31 SSG/L.
THE END CBOD IS 30.59 MG/L
THE END NBOD IS 0.00 MG/L
THE D.O. HIM. OF SEGMENT 1 IS 5.OS MG/L
THIS MINIMUM IS LOCATED AT SEGMENT MILEPOINT 046
WHICH IS LOCATED IN REACH NUMBER 1
THE WLA FOR SEGMENT I REACH )1 IS 119 A/L OF 'CBOL(
THE WLA FOR SEGMENT 1 REACH 1 IS 0 MG/L OF NBOD
THE REQUIRED EFFLUENT D.O. IS 5 MG/L
THE WyAS.T1EF,LOyWtr4 ENTERING SE.GI. 11y REACH
.1,I ISy 0',+0.71, .,yy 1iGD
0+�%4 Sfi�.TmRM�ri >r.:�A +l+P •`���t i•�1 P 'h •�••r rF•h l``th A4 �+lu �'M fi+�4•^`Q•%}; '.i; M1TA��R*Ii�:�T�•r+P A Smf*T %A +(�A !1••���`I•1,�%it
K

* * MODEL SUMMARY DATA %f:**
DISCHARGER
6 TRIANGLE ENO 47
SUBBASIN E
030402
RECEIVING STREAM
1 UT NEUSE RIPER
STREAM CLASS!
C
7Q10
t 042 CI'=S
WINTER 7Q10 1
CFS
DESIGN TEMPERATURE
a 25 DEGREES C,
WAS T EFLOW Z
0.07 MOD
I LENGTH I SLO E I VELOCITY 1 DEPTH I K1 I Kr I Kr I K? I Qro
I MILES I FT/MI I FPS I FT I /DAY 1/DAY I /DAY I /£SAY I GFS/BSI
! ! I I I I I ! I
SEGMENT I 1 14001 30.001 0410 1 0.45 1 0,56 1 0456 1 0.00 1 6.02 1 0.00
REACH 1 I i I 1 I I
ALL RATES ARE AT 25 DEGREES C.