NC0031577_WASTELOAD Allocation_19860326

NPDES DOCUMENT SCAMMINO COVER SHEET
NPDES Permit: NCO031577
White Oak Estates WWTP
Document Type: Permit Issuance
Wasteload Allocation
Authorization to Construct (AtC)
Permit Modification
Complete File - Historical
Correspondence
Speculative Limits
Instream Assessment (67b)
Environmental Assessment (EA)
Permit
History
Document Date: March 26, 1986
This do40M eaN t Im printe& oa rex" a paper - igmore ml y
caontent on tlxe rerwesrse side

NPDES WASTE LOAD ALLOCATION Engineer I Da a Ki
// ���� ///TI�,, /
T;;�Ov
Facility Name: WT� K SU8P1 /s 0 waaw A���QOl�i�iclV F Date -Zl-� �" •
Existing
Proposed O Permit No.: II/GD03/r77
14. ,68 Pipe No.: _ �(i % _ County: ,SL•
Design Capacity (MGD) : $, ,17_ Industrial (.% of Flow) : "r D Lbmestic (% of Flow) • QQ �
Receiving Stream: Class: Sub -Basin: - 57-0Z
Reference USGS Quad: OF 4- (Please attach) Requestor: S f pg;ItF. Regional Office
FEZ L Gl/YJ
(GLL dellne limitations, if applicable, are to be listed on the back of this form.)
Design Temp.: s 1 r Drainage Area (mil):�02, Avg. Streamflow (cfs):
7Q10 (cfs) Winter 7Q10 (cfs) 30Q2 (cfs)
Location of D.O. minimum (miles below outfall):
Velocity (fps):
1.()06-U A&u) = _ f) � rncl
Slope (fpm)
Kl (base e, per day): K2 (base e. Der day):
Effluent
Characteristics
Monthly
Average
@"RW@ff FS
1
00 CM
S
lr�
Ms X34
60
M
Allocation
Allocation
IWA5te-AAA) = . lOZ Mqd
Effluent
Characteristics
'ontnly
[.verage
1.t1ryc,tc•+
5
o (A
s(;CO)o
1. L11 Mw�.4
D�
0 Comments : / etA7"� - kleo) ` i�-t.t l v G-{,I
Q
wnzirriation O
Prepared By: Reviewed By: Date: 02� tV

. . .
' ~ ' Reouest No. 2 2853
- --' - - - .... .... .... -- S ELOAD ALLOCATION APPRO 4L FORM -------------
cl 3 3' ame ~ WHITOA SUBD
6MVT C
K c i iog St'eam ` "THEA9T RP k
qtr o 1'
Sit a i � 033502
A LOk
«�m.
i n] O'fAc � WIR' ' ~4D'
e : A.` E -~44�
'si' ge rea (.e 1) � 12 -
` 10 cfs� t 1^4
. ter /010 cfs/ '
`2 (c' `
- -' - - ----- ----- - 'ECOMMENDED EFFLUENT LIMITS --------------------------
~ mnm«er - - 'Mfe� yN4/ )v'Y1fc(l
flo. mgd) 08 08 .12 -
7 OD (mg/1) 16 24 15 11.3
As nr Qvra-e (mg/ 6 4 5 13
� z e x I 1^/1/ 5 5 5
' > ^ 6.8-6,5 6'8-8,5 6 8-8^5 6~8-8 5
� a l form ( 1 ��m: 1 � OO 1000 10' 10 10
1 30 3O 30 3
----------- --- ------- ------- CJM7E TS -----------------------------------
-- ------ ------ -- -----------------------------------------
L S PRO'OSED > EXI TINS ( NEW (
MlTS RE R V SION ( VF'RMA .ON } OF THOSE PREVIO SLY lSSUE
__- ________ ____________________
. C �NCED BY,
-�-------- - ---- -7- �-
n IEVED By,'
S P` R T[CH, UP OR
JVAEK N`L PE VI.OR
P I ' MANAGE
4-44----DATF
�#
M��
�°~.
ncC\���L
D�FK�
$0LM\NGTON "^-
DON

I k , -- - 1-1
08 rog d
Md A
30 5 -(5 �
Uj AA� ffie&l
7C-iq
ailz
rQ11,
1,2
T.5 5 J o
'"')5-
,5Z( ) t.�
"r = / 3
IYH3,-y 5,
0() = 5-

('OU.4 --nO C�4)
Qkrr
z
a
C
/ f a r &psr? BPS
5?�oa(���
00&
f'a

.
. .
1 w H I T E O
.
SUBD
xAAE OF E~T ^
/
' � NOV "!.T CREEx
]EPT�
0
F El
WID".,
20 ~O
FEET
JL01
^ 69 Ef007 CUB! FEET
R['HWA'ER I`FLOW
,40
FS
WA TATER FLOW
118
zGD
-1 BOD OF WASTE
4 .
hG'L
it AL VELD
I Y
:.01
KNOTS
" S- EC- O-
AREA
t !°00
SQ^ T
VEC{ VE YEL.
1 ,0
MI DAY
DlSPER k
, O^O
SQ^MI./DAY
'
O 43
PER DAY
�
0^3
PER DAY
D 4\ D[TFAL_
-,16,9304814;
MG/L.
J,O^ AT OU FA'L
=
14448809112
MG/L
LEOlNT
WSRE4M OD
2^16
1 02
O^49
23
V /
0.05
« 02
�1,O1
O1O1
O.00
0~O0
UPSTREAM D^O,
4^94
5^1-7
5.45
5,67
5.61
5.89
5^9�
5~97
5~98
5.99
6^OO
lLEPO�
DOWNSTREAM BOB
DOWNSTREAM DO
0....
206
4~94
0,10
1.22
5,01
O O
O^68
5^23
0 30
008
5^44
O 22
5^62
4.50
0.12
5~75
o, 'O
007
5^84
0.7
0.04
5^90
8O
O 02
503
` 9O
0^01
506
l 00
0^01
507
..STELPAD ALLO ATION FOR WHITE OAK SUBD 16 40 MG/L

. ..' . '
NoME OF ES`UARY
DEPTH
IDTM
VLUME
F E�.HWATER INFLOW
A STEWA ER FLOW
ULT. BOD OF WASTE
x TIDAL VELOCITY
ROSE -SECTION AREA
4 VECTlVE VEL,
DISPERSION
k�
| 'HITE' �' '
SbiD
� NORTHEAST
CREEK
1 8^00
FEET
1 200.00
FEET
1,690Ef007
CUBIC FEET
� 1^4O
CFS
� O^18
MOD
� 122^00
MG/L
0.01
KNOTS
� 160000
SQ~FT^
| 0~02
MI/DAY
� O^O1
SQ~MI^/DAY
s 0^43
ER DAY
� 0^43
PER DAY
TOD AT OUTFALL = 3^93090922089 MG/L.
~ , AT OUTFALL = 5^0808256644 MG/L
IL. DINT UPSTREAM
BOB
UPSTREAM B.O.
0~00
3 93
5~08
-O 10
1,86
5^49
0~88
6°00
0.42
6~39
-'^4O
0^20
065
- ^50
0^09
6,80
- 00
O 04
6^89
-0^ O
0^02
6^94
0.8
O01
6^97
-0190
000
6,98
-11010
000
609
MILEPOI T
DOWNSTREAM BOD
DOWNSTREAM DO
000
303
5^08
0,11)
2^21
5,21
0~20
1^24
5°59
` 3O
0^70
5^98
V 40
0^39
6^30
O^.O
0^22
6.54
0^60
0^12
6^70
0^70
0.07
6^81
0^80
0^04
6^88
90
0.02
6.93
1 OO
0101
6^95
THE WA TEL!4D ALLOCATION FOR WHITE OAK SUBD 18 122 MG/L

^ht Or mSTu^
to hi
I T1
u L 1 `;'
S A ER NFLOW
AnEVIL FLOW
l; O' OF WASTE
I 'L ELOCITY
~R,SECTION AREA
'CT E VEL,
IS,ER ON
/.
�
� WHITE OAK
SURE!
| NORTHEAST
CREE�
1 8.00
FEET
� 2 0.0
FEET
1 1 690Ef00
CUBIC FEET
� 1 40
CFS
1 .22
MGD
� 35^0,
MG/L
� 0,01
KNOTS
� 600^00
SQ^FT^
1 0.02
MI/DAY
� 0^01
GQ^MI^/DAY
0^43
PER DAY
� 0.43
PER DAY
OI AT UUTFALL = 2^22044821641 MG/L
{^O^ AT OUTFAL = 4 91783279213 MG/L
LEPOINT
UPSTREAM BD
UPSTREAM D~O,
0^00
2^22
4,92
0,10
1.05
5,15
0^
0~49
5,44
0 .O
0^23
5.66
—3~
O,11
5^81
— 5.
2 05
5,89
O 6
O 02
504
— ^ O
O^O1
5^97
O 80
0^01
5^98
-O 10
0,OO
5^99
— O
O~OO
6~00
MILEP0I4l
DOWNSTREAM BOD
DOWNSTREAM DO
O~OO
2^22
4^92
0,1O
1^25
4,99
O 20
0^71
5^20
O 30
0^40
5^42
0'40
0^22
5^60
0^50
0^13
5^74
O 6
007
5^83
^70
004
5^89
0 8O
0^02
5^93
0 90
0^01
5^96
1^00
0^01
5^97
THE W S7ELOAD ALLOCATION FOR WHITE OAK SUBD IS 35 MG/L

'
.HKG'R '
nonE 6P ESTUARY
EPTh
]DTH
CUM:.
cR�SHWATER INFLOW
»STEWA ER FLOW
U To BOB OF WASTE
MAX TIDAL VELOCITY
CROSS-SECTION AREA
0VECTIVE 'EL.
DSPERSIU'
<1
K2
: WHITE O'K SOD
| NORTHEAST CREEK
2 8^00
FEET
� 200^00
FEET
1,690Ef007
CUBIC FEET
� 1^4O
C F S
1 O^22
MGD
2 100.00
MG/L
| 0.01
KNOTS
� 1600^00
SQ^FT^
� 0^02
MI/DAY
� 0,01
SQ~MI^/DAY
0,43
PER DAY
� 0^43
PER DAY
BOD tT OUTFALL = 3.93321086533 MG/L~
D.G. A7 OUTFALL = 5.08211676085 MG/L
MILEPQINT
UPSTREAM BOD
UPSTREAM D^O^
O^OO
3^93
5^08
-0^10
1,86
5^5O
-0~2
0^88
6^01
-0,30
0^41
6^40
-O^�O
0.20
6^65
9 50
0109
6,81
-0^6
0^04
6~90i
-0.70
0.02
6^94
-O~8
O,O1
6.97
-' 190
O OO
6,98
-1.00
O^OO
6^99
MILEPOI T
DOWNSTREAM BOD
DOWNSTREAM DO
O^OO
3^93
5^08
0,10
2,22
5^20
0~20
1~25
5,59
0530
0^71
5,98
^40
0^40
6,30
050
0,22
6^53
0^60
0^13
6,70
O,7
0^07
6^81
O 8O
0.04
6~88
0.901
0.02
6.92
1^00
0^01
6,95
V THE WASTELOAD ALLOCATION FOR WHITE OAK SUED IS 100 MG/L