NC0046043_Wasteload Allocation_19860612

NPOES WASTE LOAD ALLOCATION
Engineer Date
Rec.
i
G
1 30z 8
Facility Name: e fl/Ij iwDate 1 Q
Existing ® Z
Proposed O Permit No.: Pipe No.: _ 061 County: 4(114,q RR%
Design Capacity (MGD) : /% e)¢Q Industrial (% of Flow) : i 0 —� Lbmestic (% of Flow) : /O U
Receiving Stream: a7- -10- /yi'-�lI A(t/� Class: juS -TL %/SW/SSub�-Basin: 03^Q C -O�
Reference USGS Quad:, 19 4(A/(Please attach) Requestor: �y,� /��1%J�7 Fs Regional Office CJ
SuAYNMPIEG)
(Guideline limitations, if applicable, are to be listed on the back of this form.)
Design Temp.: 05 Drainage Area (mi2): 0.94. Avg. Streamf low (cfs): O.3
7Q10 (cfs) 0
Winter 7Q10 (cfs) 0 30Q2 (cfs)
Location of D.O. minimum (miles below outfall): Slope (fpm)
�zo zo
Velocity (fps): (D.) Kl (base e, per day): `0 LoZ K2 (base e. D(r day):
6-8Y
Effluent
Characteristics
Monthly
Average
Comments
C(
30
acFi 1 Cok A r
l o0o w
OriginaljAl1o4at16r7 A-j Comments:
Effluent I
Characteristics
"Dnthly
1-verage
Comments
tJ K -ram
Lo
po
TS S
30
to - ll
41�c n O
6n O
n���x i GX
By: Reviewed By:
Date: (e -5

Request No. :3028
--------------------- WASTELOAD ALLOCATION APPROVAL FORM ---------------------
Facility Name
: OAK RIDGE MILITARY
ACAD.
Type of Waste
: DOM
Status
: EXISTING
Receiving Stream
: UT HAW RIVER
Subbasin
: 030601
County
: GUILFORD
Regional Office
: WSRO
Drainage Area
(sq mi)
: 0.24
Requestor
: BRIDGES
Summer 7Q10
(cfs)
: 0.
Date of Request
Winter 7Q10
(cfs)
: 0.
Quad
: C19NW
Average Flow
(cfs)
. .3
RECOMMENDED EFFLUENT LIMITS
:
SUMMER
WINTER
Wasteflow
(mgd):
.04
.04
5-Day BOD
(mg/1):
9
18
RECEIVED
Ammonia Nitrogen
(mg/1) :
3
6
N.C. Dept.NRCD
Dissolved Oxygen
(mg/1):
6'
6
TSS
(mg/1) :
30
30
u�b
Fecal Coliform (#/100ml)
:
1000
1000
Ci.�,:';,n ,t
pH
(su) :
6-9
6-9
� 1l ianabtcnvnt
Environrric -
Winston-Salem k =� Office
---------------------------------- COMMENTS ----------------------------------
I r
Recommended by _��2_/( Date
Reviewed by:
Tech. Support Supervisor _ 114 _------- Date
v
Regional Supervisor _ � _ _ Date _�- L4
19 Permits & Engineering -�- Date -� -

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b- - - -- __ _ - --- - -- - - --------- - -- - -

---------- MODEL RESULTS----------
D•is..-narger : OAK RIDGE MILITARY ACAD.
Receiving Stream UT HAW RIVER
---------------------------------------------------------------------
The End D.O. is 5.98 mg/l.
The End CBOD is 9.77 mg/l.
The End NBOD is 0.00 mg/l.
----------------------------------------------------------------------
WLA WLA WLA
DO Min CBOD NBOD DO Waste Flow
(mg/1) Milepoint Reach # (mg/1) (mg/1) (mg/1) (mgd)
---------------------- ---- ---- -- ----------
Segment 1 5.10 0.60 1
Reach 1 21 0.00 6.00 0.04000

*** MODEL SUMMARY DATA ***
Discharger : OAK RIDGE MILITARY ACAD. Subbasin : 030601
Receiving Stream : UT HAW RIVER Stream Class: WSIII
Summer 7Q10 : 0. Winter 7Q10 : 0.
Design Temperature: 25.
2LENM2 SLCPE2 VELC= 2 DEpIH2 K1 2 Kl 2 K2 2 K2 2 M 2 ItM 2 MR 2 KM 2
2 mile 2 ft,/mi2 fps 2 ft 2design2 @20- kbSign2 @20- 2Clesign2 @20- 2C3eSign2 @20- 2
2 2 2 2 2 2 2 2 2 2 2 2 2
SegMent 1 2 1.702 43.702 0.100 2 0.20 2 0.78 2 0.62 2 3.85 2 3.452 0.00 2 0.00 2 0.00 2 0.00 2
R c-ICh 1 2 2 2 2 2 2 2 2 2 2 2 2 2
2
Flow 2
CBOD 2
NBOD
2 D.O. 2
2
cfs 2
mg/l 2
mg/l
2 mg/l 2
Segment 1 Reach 1
Waste 2
0.062 2
21.000 2
0.000
2 6.000
Headwaters2
0.000 2
0.000 2
0.000
2 7.560
Tributary 2
0.000 2
0.000 2
0.000
2 0.000
* Runoff 2
0.000 2
0.000 2
0.000
2 0.000
* Runoff flow is in
cfs/mile
2 Seg #
2 Reach # 2 Seg
Mi 2 D.O.
2 CBOD
2 NBOD
2 Flow 2
1
1 0.00
6.00
21.00
0.00
0.06
1
1 0.20
5.38
19.08
0.00
0.06
1
1 0.40
5.13
17.34
0.00
0.06
1
1 0.60
5.10
15.76
0.00
0.06
1
1 0.80
5.19
14.32
0.00
0.06
1
1 1.00
5.36
13.02
0.00
0.06
1
1 1.20
5.56
11.83
0.00
0.06
1
1 1.40
5.77
10.75
0.00
0.06
1
1 1.60
5.98
9.77
0.00
0.06
2 Seg #
2 Reach # 2 Seg
Mi 2 D.O.
2 CBOD
2 NBOD
2 Flow 2

----------- MODEL RESULTS ----------
discharger OAK RIDGE MILITARY ACAD.
Reaeiving Stream UT HAW RIVER
----------------------------------------------------------------------
The End D.O. is 5.68 mg/l.
The End CBOD is 24.66 mg/l.
The End NBOD is 0.00 mg/1.
----------------------------------------------------------------------
WLA WLA WLA
DO Min CBOD NBOD DO Waste Flow
(mg/1) Milepoint Reach # (mg/1) (mg/1) (mg/1) (mgd)
---------------------- ---- ---- -- ----------
Segment 1 4.95 0.60 1
Reach 1 40 0.00 6.00 0.04000

*** MODEL SUMMARY DATA ***
Discharger : OAK RIDGE MILITARY ACAD. Subbasin 030601
Receiving Stream : UT HAW RIVER Stream Class: WSIII
Summer 7Q10 : 0. Winter 7Q10 : 0.
Design Temperature: 15.
2jEkBM2 qjrpE2 VE[n= 2 DEQ'IIi2 n 2 K1 2 K2 2 K2 2 ITT 2 KN 2 MR 2 IM 2
2 mile 2 ft/Ml2 fps 2 ft 2des3gn2 @20- 2CIes3_gn2 @20- 2des3gn2 @20- 2design2 @20- 2
2 2 2 2 2 2 2 2 2 2 2 2 2
Segment 1 2 1.702 43.702 0.100 2 0.20 2 0.49 2 0.62 2 3.10 2 3.452 0.00 2 0.00 2 0.00 2 0.00 2
reaCh 1 2 2 2 2 2 2 2 2 2 2 2 2 2
2 Flow 2 CBOD 2
2 c f s 2 mg/l 2
Segment 1 Reach 1
Waste 2 0.062 2 40.000 2
Headwaters2 0.000 2 0.000 2
Tributary 2 0.000 2 0.000 2
* Runoff 2 0.000 2 0.000 2
* Runoff flow is in cfs/mile
NBOD 2 D.O. 2
mg/1 2 mg/l 2
0.000 2 6.000
0.000 2 9.260
0.000 2 0.000
0.000 2 0.000