NC0075515_Wasteload Allocation_19881209

NPDES WASTE LOAD ALLOCATION
PERMIT NO.. NC00 75515
FACILITY NAME: l���es �' �� / i �o `� e�- �2✓G�i
Facility Status- DWrI VO CM
OP06kD
(circle ono)
Permit Status: RENEWAL NODWICAIM UWERA9rT D( NEW
klrcM ow) �
Major Nino;
Pipe No: 00(
Design Capacity (MGD): n,CC) 3
Domestic (% of Flow): 0 c-)
Industrial (X of Flow): U
Comments:
RECEIVING STREAM:__LJL4 W---V"f 02CC'_ee%-
Class: C
Sub -Basin: O 3-0-7 -ol
6Do •Ke ✓•
Reference USGS Quad: C 13 S (please attach)
County:
Regional Office: As Fa Mo . Ra We Wi WS
(circle one)
Requested By: ✓ ��0�'ti Date:
r
Prepared By: �(lh ��• rt�r r�Ohl-)fhd Date:
Reviewed By: � Date:
Flew, e
Modeler
Date Rec.
4
CM5
10Zf-SS
LO38
Drainage Area (in?)I
Avg.
Streamf low
(cfs): _
7Q10 (cfs) r � Winter 7Q10
(cfs)
//• 30Q2
(cfs)
Toxicity Limits: 1WC % (circle one) Acute / Chronic
Instream Monitoring:
Parameters
Upstream Location
Downstream — Location
Effluent
Characteristics
Summer
Winter
BODs (mg/1)
p
NHS N (mg/0
-
D.O. (mg/1)
-
TSS (mg/0
F. Col. (/100m1)
�lrjj'v
pH (SU)

170rOseo 0is c#AM /o„Jr BOOMER QUADRANGLE SP°F
NORTH CAROLINA
7.5 MINUTE SERIES (TOPOGRAPHIC)
11 NE
EAR) 473 17'30" '74 °75 1 330 000 FEET[ - q7 81 ° 15'
1 Boat Ramp
�.._ 36°0T30"
r— R.EnD D I-E's _ 'E R
C t_,
ciD .is lei r 77
Smilhrs Creek Public Use 'Are a
-40
41,41
(- � `�I \.%�/ 1 '� \ / •--�� �loso
0'1 �pvo DES 'j
pp,-
�KEgpR
'0 Cam
Ve J
it
1160
by 54r • t \ 1r e y
J U
r u., \�� �rf —6e°oJ J��`� 1 c \�•� ,i���lt�"., ,� i�� co.ti,��cix.-�,� � �
1 a Qaomer Cei W
124
/L n > ft
n C
1\
��—
-i
Blood Creek 7 ll�l 1102���
J/� p v_erlook
e J�1 ^L�a! o oad J
�Boe t�Ra mP - �cEYS\Are` r Be�n�
q
;IV)
a7o 000
FEET
V10

Request No. :493B
Permit Number
Facility Name
Type of Waste
Status
Receiving Stream
Stream Class
Subbasin
County
Regional Office
Requestor
Date of Request
Quad
--- WASTELOAD ALLOCATION APPROVAL FORM --------44MEO------
N:@, Dept, NRCD.
: NCO075515
: BOOMER-FERGUSON ELEMENTARY SCHOOL NOV
: DOMESTIC
: PROPOSEDGi4�ihrhl�tt
: UT WARRIOR CREEK
C
: 030701
: WILKES
Drainage Area
(sq mi)
: 0.18
: WSRO
Average Flow
(cfs)
: 0.23
: JULE SHANKLIN
Summer 7Q10
(cfs)
: 0.07
10/26/88
Winter 7010
(cfs)
: 0.1
C13SE
30Q2
(cfs)
: 0.14
RECOMMENDED EFFLUENT LIMITS
Wasteflow
(mgd):
0.003
5-Day HOD
(mg/1):
30
Ammonia Nitrogen
(mg/1):
Dissolved Oxygen
(mg/1):
TSS
(mg/1),
30
Fecal Coliform (#/100ml):
1000
pH
(SU):
6-9
t i
i
3 M,
U 198�
PER�+i)15 � tivGlivttitlNG 1(
t
8
------------------- MONITORING ---------------------------
Upstream (Y/N): Location:
Downstream (Y/N): Location:
---------------------------------- COMMENTS -----------------------------
ATM' 0e. IV 5,9s
Recommended by �1�-- Date 42,4_ad--
Reviewed by:
-QC Tech. Support Supervisor
Regional Supervisor
Permits & Engineering
Date _�f_2.3
Date
Date
DEC -1 1988
RETURN TO TECHNICAL SERVICES BY ______

eR5
030go1
Qu)= O.CX yv•C ti (rPeK
a w=_o•coL
u5ssa. t t o-Sao '8�
a
11Q5' 6.0-1 c.•Es
ii0 W � 6 �
�(fb • ,19 C-�5
�s
•14c
7
i

1�
1
I{
_ a
1-
i�
'f
�j
f,
---- -- --------------
r -
G
1
I
�l;

A
bob
1'la.i0Stc.m p�anC�
S1oP e Caic.0 ia..t'ion s
e.lev
4ist
disc
sla
Sao
o
�
�33
80
v
�
iS
r, 4�0
.�"1
A l.o

SUMMER
SECONDARY LIMITS
~`
MODEL RESULTS
Discharger
: BOOMER-FERGUSON ELEMENTARY
SCHOOL
Receiving Stream :
_______________________________________________________________________
UT WARRIOR CREEK
The End
D.O.
is 8.05
mg/l.
The End
CBOD
is 2.61
mg/l.
The End
-----------------
NBOD
is 2.60
mg/l.
WLA
WLA
WLA
DO Min
CBOD
NBOD
DO
Waste Flow
(mg/l')
Milepoint Reach
# (mg/l)
(mg/l)
(mg/l)
(mgd)
Segment
1
6.98
0.A0 1
Reach
1
45.00
90.00
0"00
0.00300
Reach
2
0.00
0.00
0"00
0.00000

*** MODEJ- SUMMARY DATA
Discharger o BOOMER—FERGUSON El_EMENTAF`4'{St-ibbasi n P 030701.
Receiving 2trearn n- UT WARRIOR CREEK stream Class: C
2Ummcr 7Q10 a t:}.C~i Wi.nter '.l010 I; f�}a 1.
Design Te friperaturE, 25
ILENGTHI SSLOPEI VELOCITY I DEPTH] Kd I Kd I Ka I Ka I KN I KN 1 KNR I KNR I
I mile I ftlmil fps I ft Idesignl @201 [design] 3201 Idesignl U01 ldesignl 020° 1
-----------------------------------------------------------------------------------------------------
I I I I I i I I I I I I I
Segment 1 1 0,151133.001 0.130 1 0.21 1 0.71 1 0.57 134.68 1 31.101 0.73 1 0.50 1 0.73 1 0.00 1
Reach 1 I I I I I I I I I I I I I
-----------------------------------------------------------------------------------------------------
I I 1 I I I I I 1 I I I I
Segment 1 1 0.501 85.001 0.138 1 0.27 1 0.64 1 0.51 123.54 1 21.111 0.73 1 0.50 1 0.73 1 0.00 1
Reach 2 1 1 1 1 1 1 1 1 1 1 1 1 1
-----------------------------------------------------------------------------------------------------
1 Flow
I C;BOD
I NBOD I
I cfs I
(rig/ :I.
I Mg / 1 I
Eiegine nt 1.
Reac.-I-i 1.
Wast e
1 0. 005 1
45. 00o 1
90. 000 1
l-I e a d w a t ea r e: I C) n I_} ti t_i
1 E. 000
1 1 a 000 1
Tributary
1 0„000 1
2„C)00 I
1 000 1
* Runoff
1 0.. 1 E30
1 2. 0(.-)0
1 1 t, 000 }0 1
Segaieent 1 Reach 2
Waste: 1 0_,C)(--)o 1 011000 1
Tributary 1 0„000 1 2„000 1
* Runoff 1 c_}„ 1.80 1 2.aC}00 I
* Runoff f 1 O W is ill c_ f S i m i. 1 c
D.O. I
Mg/l I
0.. 000
7.440
7. 440
7. f44C)
L_} „ 000 1 0. i_}L }(,}
1 „ 00 kl-) 1 7.440
1 w 0 0 i-} 1 r/ ,. 4 4 {..}

�-
SUMMER
SECONDARY LIMITS
`
| -Seg # |
Reach # |
Stag Mi. |
D.O. |
CBOD |
NBOD \
Flow | |
1
1
0.00
6.98
4.68
6.54
0.07
1
1
0.03
7.41
4.45
6.11
0.A8
1
1
0.06
7"66
4.25
5.72
0.09
1
1
0.09.
7.81
4.08
5.39
0.09
1
1
0.12
7.90
3.92
5.09
0.10
1
1
0.15
7.95
3.78
4.82
0.10
1
2
0.15
7.95
3.78
4.82
0.10
1
2
0.20
7.96
3.59
4"44
0.11
1
2
0.25
7.97
3.42
4.11
0.12
.
1
2
0.30
7.98
3.27
3.83
0.13
1
2
0.35
7.99
3.14
3.59
0.14
1
2
0.40
8.00
3.03
3.37
0.15 `
1
2
0.45
8.01
2.98
3.18
0.16
1
2
0.50
8.08
2.84
3.01
0.16
1
2
0.55
8.04
2.75
2.86
0.17
1
2
0.60
8.04
2.68
2.73'
0.18
1
2
0.65
8.05
2.61
2.60
0.19
| Geg #
| Reach # !
Geg Mi |
D.O. |
CBOD I
NBOD (
Flow I