NC0063860_Wasteload Allocation_19851220

I
NPDES
Facility Name:j,�
Existing O
LOAD ALLOCATION ineer �,Lt xe�.
(ZCO I Z53S pIQ)
Date
Proposed Permit Pb.:COJ 63 O 1p Pipe No.: m®� Cbunty:
A.oz
Design Opacity (MGD) : B, OZS Industrial (% of Flow)::f Ibmestic ( % of Flow)
Receiving Stream: �� �� 1"M4-f Ary class: Z7 —�—
LL sub -Basin: (� 3 D �-::jr4
Reference USGS Quad: (Please attach) Requestor: �, ��G 1�+ Regional Officb��<Lf/y��
(WIdeline limitations, if applicable, are to be listed on the back of this form.)
Design mwp.: c�) 5 cC— Drainage Area (mi2):
Avg. Streamflow (cfs):
7Q10 (cfs) /f vG Winter 7Q10 (cfs) 30Q2 (cfs)
Location of D.O. minimum (miles below outfall):
Velocity (fps):
Slope (fpm)
K1 (base e, per day):_ ,,Z K2 (base e. Der day):
. t.
Effluent
Characteristics
Monthly
Average
0:)mments
.206
U%
55 Cr Q
o
On O Comments: O
On �� R
:ton .:_.=s
By: GZ�z�C-_�L�Ip tGEChL�ry Reviewed By: Date
i

FACILITY NAME
TYPE OF WASTE
COUNTY
REGIONAL OFFICE
RECEIVING STREAM
7010 : 600 CFS
DRAINAGE AREA
REQUEST NO. 2535
Ay
WASTELOAD ALLOCATION APPROVAL FORM
HARBOR ESTATES PARTNFRSHIP
DOMESTI(.0
MECKLENBURG
MOORESVILL..E REQUESTOR ; MACK WIGGINS
03oO3+�
LAKE WYL.IE SUBBASIN �fi =ram
W7010 . CFS 3002 CFS
0.00 SO.MI. STREAM CLASS :A -II
RECOMMENDED EFFLUENT LIMITS
WASTEFLOW(S)
(MGD) 1
02
.075
BOD-5
(MG/L)
30
30
NH3-N
(MG/L)
-----•-_.---
D<O.
(MG/L)
5
5
PH
(SU) .
6+9
6-9
FECAL COL_IF'ORM
(/100ML):
1000
1000
TES
(MG/L)
30
30
���d:K*��k�M**��****�***�:i:*�**�:Y*��*���:k*��:k��%K�MAikC�:k:1c*:K�k
FACILITY IS : PROPOSED (1/) EXISTING ( ) NEW
LIMITS ARE : REVISION ( CONFIRMATION ( ) OF THOSE PREVIOUSLY ISSUED
REVIEWED AND RECOMMENDED BY:
MODELER
SUP'E:RVISOR.TECH SUPPORT GROUT"-'
REGIONAL.. SUPERVISOR
PERMITS MANAGER
(A 0 swooxamn A T E
_...__.___........_DATE

-00? "
,g
Moe&-(
(OP &� LL
19A 017 ?IC)
6 Cf�
k4j) i r�4k-j
1"h 600
iiiel-A I B KLI eOO 4 Q ) =
z
ol
006i 04)
v -- -
I LU &D q 46mb --I
j. g
-WA61�, _Q _V
n �rh_ rnoUqA,
Cf
, ; k 11
44460 Cf ou

� :
Jcvir i�FGEf
DAMES OF I_AKE
DEPTH
WIDTH
VOLUME
FRESHWATER INFLOW
WASTEWATER FLOW
ULT . BOD OF WASTE
MAX TIDAL VELOCITY
CROSS -..SECTION AREA
ADVCC T I VE VEL .
i ISPERS10N
KI
K2
a HARBOR E ST;ii'ES PATNERSHIP
I-AKE WYL..IE (CATAWBA RIVER
1400 FEET
200+00
17 E7 ET
6 + 336E-1006
CiJ I C FEET
600 + 00
CF S
0♦02
MOD
135+00
MO/L
0.00
KNOTS
600 ♦ 00 SO + 1= 'r .
16.36 MI/DAY
.:i a 0+24 Q+MI./DAY
0.20 PER DAY
0.36 PER DAY
BOD AT OUTFALL M 240061 227208 MG/L+
D + O + AT OUTFALL = 7 + 71.92816 556 MG/I...
MILEPOINT
UPSTREAM BOD
UPSTREAM Ti.O +
0.00
2.01
7 t 7::y
-0010
0400
r ♦72
- 0 + 2
+
.� + 7 2
/0
[[
/0
/0� �0y
7*72
--0 .40
0.00
f + �2
-0.50
0400
7,70
.-0+60
0+00
7+72
••-0 + 70
0.00
7 + 7M
.-0+80
0+00
7+7M
_0 ♦ 90
0000
7..,
-1.00
0.00
7+72
MILEPOINT
DOWNSTREAM BOD
DOWNSTREAM DO
0♦00
2+01
7*.1
01,10
2+00
77 t72
0♦20
zoo()
/ t71
0♦30
2.00
! +71
0* 40
2t i O
7.71.
0,50
1199
+ 1
0 + 60'
1 .9'F
t r it
0.70
1.99
7 70
0080
:1..99
It 0
0+90
1.98
7t70
1+00
1+98
/+10
THE WASTELOAD ALLOCATION FOR HARBOR ESTATES PATNERSHIP IS 135 MG/I_.

!i.To-"CHhRGER-
NAME 01=' L'AKE
DEPTH
WIDTH
VOLUME
FRESHWATER INFLOW
WASTEWATER FLOW
ULT ♦ BOD OF WANE
MAX TIDAL VELOCITY
CROSS --SECTION AREA
ADVECTIVE VEL,
DISPERSION
K1
K2
1 4
HARBOR ESTATES,. -PARTNERSHIP
I...AKE WYL:l E
6,00 FEET
1.00♦ 00 FEET
4.752E+0a6 CUBIC FEET
600.00 CFS
a . a8
MG1:1
135 + 00
MG/l...
0.00
KNOTS
♦ 300+00
SQ+F*r,
a 32♦73
MI/DAY
f 0♦24
SO.MI♦/DAY
0.20
PER DAY
a♦36
PER DAY
BOIL AT OUTFALL = 2.02558228454 MG/L.
T.Q.O. AT OUTFALL = 7.7198185701.6 MG/L
MIL:EFOINT
UPSTREAM BOD UPSTREAM U,a
0♦00 2*0-3 7.72
MIL.EPOINT DOWNSTREAM BOO DOWNSTREAM DO
0100
2,03
11
74f�'
0.J.0
2.02
7+7
0,20
2.02
7 «f� „
I . l .\..
0.30
ry 2
7 12
0,40
.:.02
7.71
0♦50
2♦a2
7.,'1
0♦60
2♦02
7.71
0+70
2♦02
7.71
0♦80
2+02
7.71
0.90
2101
7.71
loan
2.01.
7♦71
1.410
2.01.
7♦ f1
1♦20
2.01
7♦71
:1..30
2•01
71?70
1 ♦40
2.01.
7.70
1,50
2.01
7.70
1♦60
2,01
7♦70
1♦70
2♦00
7.70
1 a 8a
2.00
7 r 70
1.90
2.00
7.7a
2+00
2.00
7.70
2.10
2.00
7.69
2.20
2.00
7♦69
2.30
2.00
7.69
2.40
2♦00
?.69
2♦50
:Lo99
7.69
2♦60
1. •99
7,69
2♦7
14 I C]
-•,
i .69
2,,80
1.199
f .6T
2490
1♦99
f,%r8
1000
1,99
7 .68)