NC0056154_Wasteload Allocation_19830802

Facility Name: 04S
NPDES WASTE LOAD ALLOCATION
Engineer Date Rec. #
'ry- L — a4
Date:
Existing t /� (? 0 Q /,j Pie No .: I Count
Q Permit No. p y:
Proposed ED
Design Capacity (MGD): 4). DS2.T Industrial (% of Flow): — Domestic (% of Flow): /0
Receiving Stream: 64� Class A 'R.41 Sub -Basin: 03 `o 8 " 3 t-
Reference USGS Quad: (Please attach) Requestor:QL16 4k..:93 Rawl Office
(Guideline limitations, if applicable, are to be listed on the back of this form.)
i
Design Temp.:
Drainage Area:
Avg. Streamflow:
7Q10: �/� ��
Winter 7Q10:
30Q2:
U
0
Location of D.0.minimum
(miles below outfall):
Slope:
E
Velocity (fps):
Kl (base e, per day, 200C):
K2 (base e, per day, 200C):
0
o
aAv" o-, c-
a
s
Effluent
Characteristics
Monthly
Average
Comments
GO r7f.�'.-�
Effluent Monthly
Characteristics Average Comments
Original Allocation Eld '
Revised Allocation Date(s) of Revision(s)
(Please attach previous allocation)
Confirmation
CtF�Z'
Prepared By: Reviewed By: _ Date:
Gb

`1 _l L,
4_da
NPDES WASTE LOAD ALLOCATION
-44-- 59 3 ' �
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a�
Facility Name:
n
i Q ^
-Date:
E
v
U
Existing Q Permit No.:
Pipe No
County:
Cz
Proposed
Design Capacity (MGD): O•D (gZ
Industrial (% of Flow): 0 Domestic
(% of Flow):
O
pp y�
Receiving Stream: CK �/e�
Class: Sub -Basin:
© 3 — 2 3 Z
ca
_
itetereLicc L'SGS Quad: � � � S�-
p
(Please attach) Requestor: =-� �• Co-Regional��
Office L7
--
(Guideline limitations, if applicable, are to
be listed on the back of this form.)
.
Design Temp.: Drainage Area:
7Q10 : ' /.o dS -Winter 7Q10 : _
Avg. Streamflow:
30Q2:
Location of D.O.minimum (miles below outfall): Slope:_
H Velocity (fps): Kl (base e, per day, 200C): K2 (base e, per day, 200C):
Effluent
Monthly
Characteristics
AverageL__
i
Comments
i W
Effluent Monthly
Characteristics Average Comments
Original Allocation
Revised Allocation Date(s) of Revision(s)
(Please attach previous allocation)
I � t
1404
~• ` Date 5 a
Prepared By: Reviewed By:

' REQUEST NO. : 593
WASTELOAD ALLOCATION! APPROVAL FORM
FACILITY NAME
TYPE OF WASTE
COUNTY
REGIONAL OFFICE
RECEIVING STREAM
7010 : 0.0 CFS
DRAINAGE AREA
CASTAWAY SHORES
DOMESTIC:
: IREDELL
: MOORESVILLE
LAKE NORMAN
W7Q10 :
0.00 SQ.MI.
REQUESTOR : LARRY COBLE
SUBBASIN : 03083
CFS 3002 : CFS
STREAM CLASS :A-IIB
RECOMMENDED EFFLUENT LIMITS
WASTEFLOW(S)
(MGD)
:
0.063
BOD_,
(MG/L)
:
30
NH301
(MG/L.)
D.O.
(MG/L)
:
PH
(SU)
6-9
FECAL COLIFORM
(/100ML):
200
TSS
(MG/L)
:
30
FACILITY IS : PROPOSED (✓) EXISTING ( ) NEW ( ;
LIMITS ARE : REVISION! ( ) CONFIRMATION ( ) OF THOSE PREVIOUSLY ISSUED
REVIEWED AND RECOMMENDED BY:
MODELER
SUPERVISORYMODELING GROUP
REGIONAL. SUPERVISOR
PERMITS MANAGER
APPROVED BY :
DIVISION DIRECTOR
_ --DATE
_. _--DATE :J04 _.
/7 ✓-L
jyt
-- ----------DATE :-,21�_-
: ---------------._.._- -....._-DATE :----------

� . ~
~ ~ ,..
pw5I`GHARG�^ '
NAME OF LAKE
DEPTH
WIDTH
FRESHWATER INFLOW
WASTEWATER FLOW
ULT. BOD OF WASTE
MAX TIDAL VELOCITY
CROSS-SECTION AREA
ADVECTIVE'VEL,
DISPERSION
K1
K2
| CASt'W' ' SHORES
� LAKE NORMAN
� 12,50 FEET
� 1000,00 FEET
� O,O0 CFS
+ O^O6 MGD
� 110,00
MG/L
+ O^OO
KNOTS
.12500400
SQ,FT^
� O^OO
MI/DAY
+ 0.10
SQ^MI./DAY
+ 0^30
PER DAY
� 0,16
PER DAY
BOD AT OUTFALL =O^O4O5923399623 MG/L,
D^O, AT OUTFALL = 7,52787641277 MG/L
MILEPOINT
MILEPOINT
UPSTREAM BOD
O,OO O,O4
UPSTREAM D.O.
7,53
DOWNSTREAM BOD DOWNSTREAM DO
0,001.
0,04
7,53
0^10'
0^03
7,53
0,20
0,03
7,53
0^30
0^02
7^53
0,40
0,02
7,53
0^50
0^02
7,53
0,60
0^01
7^53
0,70
0,01
7^54
0480
0,01
7,54
0^90
0,01
7,54
1^00
0.01
7,54
-
THE WASTELOAD ALLOCATION FOR CASTAWAY SHORES IS 110 MG/L