NC0057401_wasteload allocation_19831221

Engineer Date Rec. #
0
NPDES WASTE LOAD ALLOCATION
_
Facility Name:
ep
�-
C.1
Existing a
Date: 11
Proposed
Permit No.: IACO.O.O% Pipe No.:
County: C
Capacity Design Ca
g p y (MGD): _29,602 Industrial (% of Flow):
Domestic (%
of Flow): 1&*90
Receiving Stream:
i
Class:
Sub -Basin:
- .3
•�
Reference USGS Quad:
(Please attach) Requestor•
017
_Regional Office
(Guideline limitations, if
applicable, are to be listed on the back of this form.
Design Temp.:
Drainage Area:
Avg. Streamflow•
:r .
7Q10:
Winter 7Q10:
30Q2:
w
Location of D.O.minimum (miles below outfall):
Slope:
Velocity (fps):.
Kl (base e, per day, 200C): . 3
K2 (base
e, per day, 200C):
o
Effluent
Characteristics
Monthly
Average
Comments
VecJ-2p
a
oa
}
Original Allocation
Revised Allocation
Confirmation
L Wit,
Effluent Monthly
Characteristics Average Comments
Date(s) of Revision(s)
(Please attach previous allocation)
Prepared By Date:
f�.�c� Reviewed By: a Ja a7 i�
1

REQUEST nO, 767
^
nASTELOAD ALLOC TION APPROVAL FERM
�� �� ��
�
FACILI �/AME | THE HIDEAWAYS �� ��
TYPE OF WASTE
COUN-Y
EGIONAL OFFICE
RECEIVING STREAM
7010 � CFS
DA NAGE AREA
WASTEFLOW(S)
BOD-5
NH3-N
D,O^
^ECAL COLIFORM
TSS
^ DOMESTIC
MECKLENBURG
� MRO
� LAKE WY IE
W7Q1O :
REQUESTOR !
SUBBASIN :
CFS 3OQ2 �
STREAM CLASS
����
-" ���
..AT�k Q UAL 1 TyR��Tklk
, ~^°._v
�RA NCH
HELE'' FOWLER
030 34
CF-
RECOMMENDFD EFFLUFNT LIMITS
(MGD)
.04
,002
(MG/L'
30
3�
(MG/L) �
(MS/L} �
(SU)
6-9
6-9
(/150ML)t
200
200
(MG/L) :
30
30
LAKE M0DFi USED
Q7 U ro51
[- � i ,`|T� - ��
���l�='-
� �
__�.�
**************************************************** ***************************
`�
iACILITY IS ! PROPOSED ' ' ) EXISTING ( ) NEW ' )
LIMITS ARE ! REVISION ( ) CONFIRMATION ( ) OF THOSE PRFVTOUSL ISS ED
REVIEWED AND RECOMMENDED BY:
MODELER
SUPERVISOR,MODELINS GROUP
REGIONAL SUPERVISOR
�ERMITS MANAGER
��
�--���������-�---E����'DATF
�--� -DATE
DATE Z�������`y

4., At .Oil—� Is
0 W.A' VA W�o tCA y. S4 e'. f a.. aavOv I t- 0
FS1 1%4,
Ke ftL-
11
F
I

,
B �CRGER
ME OF LAKE
EPTH
WIDTH
FAESHWA ER INFLOW
WASTEWATER FLOW
ULT. BOD OF WASTE
MAX TIDAL VELOCITY
CROSS -SECT ON AREA
/.DVECTIVE VEL^
DISPE 8ION
K1
�2
� THE Hi EA YS
� WYLI
1 22°00 FEET
; 1000°00 FEET
80.00 CFS
� 0.00 MG
� 11000 M8/L
� O~OO KNOT
22000^ SO^FT.
� O^06 MI/DAY
| ,,01 SQ.MI./DAY
� 0^0 PEO DV
� 0.31 PER DQ
BOB AT OUTFALL = 0^956669704017 M3/L
D.C. AT OUTFALL = 7.28763382484 MG/L
MILE O
UPSTREAM BOB
UPSTREAM D,�^
0.00
0,96
-O~O5
O,60
7~�5
-O 10
0~38
7,42
0.24
7^47
,2�
015
7.52
-0.25
0.10
7°56
-0^30
0.06
7.58
-0,35
0,04
7^60
-0'40
0,02
7.62
-0~45
0^02
7^63
-0^50
O,O1
7,64
-O^55
0^01
7~64
-0.60
O^OO
7.64
-0^65
0.00
7^65
-0.70
0,00
7^65
-0^75
O^OO
7^65
-0.80
O.00
7,65
-0-85
O^OO
7.6�
-O,9O
0^00
7^65
-0^95
O^OO
7^65
-1^00
O OO
7,65
-1,05
O^OO
7^65
-1 10
0.00
7 65
-1^15
O°OO
7^65
-1~20
0,00
7,65
-1^25
0~00
7,65
-1.30
0.00
7^65
-1,35
0^00
7,65
-1.40
0°00
7.65
-1 5
0^00
705
-1^50
0^00
7.65
-1^55
O^OO
7°65
-.,60
0.00
7.65
-1^65
0^00
7^65

MILE OINT
0.00
0,05
DOWNSTREAM BCD
0,96
O^81
�.�
.6
7,65
7,6
/.65
°6".'-.
,65
DOWNSTREAM D�
7°29
7^25
THE ASTELOAD ALLOCATION FOR THE HIDEAWAYS IS 110 41