NC0057193_Wasteload Allocation_19831025

Facility Name:
Existing a
Proposed
71t0 1«[
NPDES WASTE LOAD ALLOCATION
Engineer
Date Rec.
#
`M L
C;� -- ((o
,._T
Date:
Permit No.: M200 5_:-1'3 3 Pipe No.: 00/ County:
0.010
0.0 Ze
Design Capacity (MGD)`` :,� e.,e(,= /e Industrial (% of
Receiving Stream: /YArI/lihiOlA lJbgk.
Reference USGS Quad: )' W SE (Please attach)
Flow) :
Domestic (% of Flo ) : /0 61
Class: Sub -Basin:
Requestor •�✓fir A.ein/.f RPl Office 4f�v�
(Guideline limitations, if applicable, are to be listed on the back of this form.)
Design Temp.: rr __ Drainage Area: (/7 4M. Z '-Avg. S treamf low :
7Q10:_ Cis Winter 7Q10: 30Q2:
� Location of D.O.minimum ( files below outfall): `� Slope: c
E Velocity (fps): Kl (base e, per day, 200C): > 3 K2 (base e, per day, 200C):
a
i
Effluent
Characteristics
Comments
MOM M_l�
�� ..W
• O -
Wes_
Original Allocation
Revised Allocation
Effluent Monthly
Characteristics Average Comments
Date(s) of Revision(s)
(Please attach previous allocation)
confirmation
4Prepared By: ' ewed By: &9_- Date:
O

REQUEST NO, 673
********************* WASTELOAD ALLOCATION APPROVAL FORM
FACILITY NAME
TYPE OF WASTE
COUNTY
REGIONAL OFFICE
RECEIVING STREAM
7Q10 1 95 CFS
DRAINAGE AREA
� NANTAHALA OUTDOOR CENTER
� DOMEST/G
� SWAIN
� ASHEVILLE
� NANTAHALA RIVER
W7Q1O :
� 164 SQ^MI.
REQUESTOR :
SUBBASIN :
CFS 3002 |
STREAM CLASS
DAVE ADKINS
154 CFS
:B-TR �--�
**************$********* `RECOMMENDED EFFLUENT LIMIT��*�����*����«��'*********
�� ����
OrT 9^ 183
WASTEFLOW(S) (MGD) t .O1 02 ~03 �c[J\nN
� �� \�8J[R QUKul` SECTION
BOD-5 (MG/L) � 30 u ."'' CT\�MS 3R&NCM
NH3-N (MG/L) R A/7�5
�/
D.O. (MG/L) � p'^ ~
PH (SU) 6-9 �-q ��� �S � ��
�9 w� +' ^�j7g
FECAL COLIFORM (/10OML)� ��a���C� �'�o ��'�
'--- ----�—�� �'-'-�-'' ---�'~-' --- ~~~ ' &J
TSS (MG/L) ^ 3O �"o �(�
, /-�
- - - - - �-� f ~^-.� /�
RES CHLORINE MG/L � 20.5 10.3 6,7 . p'e�«
ww / �AbA
'' "
2 ^v'q .
FACILITY IS : PROPOSED 0� ) EXISTING ( > NEW ( )
LIMITS ARE 1 REVISION ( ) CONFIRMATION ( ) OF THOSE PREVIOUSLY ISSUED
REVIEWED AND RECOMMENDED BY:
MODELER
ITE
SUPERVISOR,MODELING
GROUP
-DATE
p2���-���
REGIONAL SUPERVISOR
- -----DATE
PERMITS MANAGER
~ -----DATE
�/��°

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MODEL RESULTS
DISCHARGER KANTAHALA OUTDOOR CENTER
RECEIYING STREAM 1NANTAHALA RIMER
t +k 4 tb• ar ,i, 4 *L• •. ��r ,� at�r .s, 4 •,4 i `1. � -y � 4 +k +F . ,H • t�, a, ,�+ yy • .0 • tV •.v •- � �, .e.
,� :r :�i ',-r ;'� .,. � � :',� :,, �. .,, :� r,{ ;'�. n'• �.:� � q..i.'�'n'`r. y3(� � �'. }'� S� ,,. X, Xt X'. �', rr .,, Xi %'(, :,. n• ,i: n. „t � ,� � Fp• X< m � n• +f- ry• i n: h� q, i�i tMi, :r.:'� ,}. � :�: ; •,� � � %� A
THE END D. O. IS 9403 MG/L
?��X'��:i��:�:X�X�X�}YX<��>s�#ri{X��:�'�X<��X�'�.X.X�X�'�� nX.X�X��k#'•��X{:.Y�:�Y'�Xt��%4:X;.;e:k:,��:i��X��k:;�XE��X{�,i��m��'��::;�.�
THE END CBOD' IS 108 MG/L
;;t:;'. �:�::��r;:X�X��•>nX���XtX{:{tX:�:mX�X<XlX�X{:;:��Y'IT:Y.e�:k�:km�k�#�i�Y,:1'C:;�:��:.�'�:�:��i�t��X��:k���:;�.,�.�m'�:*��X��%�:X:'
THE END NBOD IS 0.00 MG/L.
J � y,, f ,, - u, tr i, 1 e: tU r a u W .• ••• • J 4 t• d
r�:,�X�X,X��n��WX,�,c.•�:�X�r,,,;,�,X;:��X:�'3�k.,,c�.:;�>�.;?n•X•X:X<�X�Xi.,<:��X<:�n�%�X<��:�X�:��:�:��Xi�,.,�?,;�::i<��k.:,�>,...,•f :�
THE D.O. MIN. O1= SEGMENT 1 IS 8.30 MG/L.
THIS MINIMUM IS LOCATED AT SEGMENT MILEPOINT 0
WHICH IS LOCATED IN REACH NUMBER :I.
THE WL.A FOR SEGMENT 1 REACH 1 IS 110 MG/L OF CBOD
THE WLA FOR SEGMENT 1 REACH 1 IS 0 MG/L OF NBOD
THE REQUIRED EFFLUENT V0. IS 0 MG/L
THE WASTEFLOW ENTERING SEG 1 REACH 1 IS 0.03 MGD
1k � ; �; 't'c :� 9< � :� 9. -a• ,� ;u a, ,� : yv ,I{ ;v a' 1v X` X` �l::i� ��'� :� :� .E' �' 1� X: Xc � ri' �;; ;'<:i: Y; Xt %'�' w � � �: Jt � tv .., -a� � ;� ;v -� �i::� `�' � � ;�' �'' `: ,v
i.. %hn 1� i rn:. �.�n.ry.1}:Sr. ,„ ,,:r,: n r, $:,,, rn+��n r• mn r• rvn r

MODEL SUMMARY DATA
oA,04oZ—
DISCHARGEF�:
t NANTAHALA OUTDOOR CENTER
SUBPASIN
tiiiem'
RECEIVING STREAM
t NANTAHAL.A RIVR
STREAM CLASS:
B-TR
7010
t 95 CFG
WINTER 701 t
CF _
DESIGN TEMPERATURE
t 20 DEGREES C.
WASTEFLOW t
0.03 MGD
I LENGTH I SI._OPE I VELOCITY I DEPTH I KI I Kra I SOU I K2 I NctPS I
!MILES S I F T/Ml I FPS I FT I /DAY I /DAY I MG/M2D 1/ DAY I MG/L/ D I
1 i I I I f 1 I 1 I
SEGMENT 1 1 1 .00 1 35.101 0.942 1 2.5? 1 0.53 1 0.00 1 0.01 29. 11 1 0.001
REACH 1 1 i I I I I I I I I
ALL RATES ARE AT 20 DEGREES C.
*** INPUT DATA SUMMARY ***
I
FLOW
I CLOD I
NBOD I
D.O. I
I
CFS
I MG/L I
MG/L I
SSG/L I
SEGMENT 1 REACH 1!
1 1
1
1
WASTE 1
0.047
1110.000 1
04000 1
0.000 1
HEADWATERS I
?5.000
1 2.000 1
0.000 1
8.300 1
TRIBUTARY 1
0.000
1 0.000 1
0.000 1
0.000 1
RUNOFF 1
0.000
1 0.000 1
0.000 I
0.000 1
A RUNOFF FLOW IS
IN CFS;`MTLE: