NC0067318_Wasteload Allocation_19860822

Facility Name: •
Existing ,gi
Proposed O
,�i NPOES WASTE LOAD ALLOCATION
/vQ,s/4,1il/ri
Permit No.: /�/�',e20-AT.3/47- Pipe No . :
�hgineer �a Le heu .
�� i s73o/,‘ 1 3zs-s l
Date cr�� Vd
County: ��Ar7
Design Capacity (MGD) : , aOZO Industrial (% of Flow) : //g- Ibmestic (% of Flow) : AOGI 7
Receiving Stream: f4r>z, P Ce ,class : C 7�a Sub -Basin: �� Cf o
Reference USGS ad: .��'�' (Please,,��
4i /C y attach) Requestor:����/, Regional Office�i�-�i
(Guideline limitations, if applicable, are to be listed on the back of this form.)
Design 'Damp.: 02/
7Q10 (cfs) /. ‘
Drainage Area (mil) :
Winter 7010 (cfs) /. ?
Location of D.O. minimum (miles below outfall): O. U
Avg. Streamflow (cfs) : /.3, O
30Q2 (cfs)
a,6
Slope (fpm )
o?o? a, 6
Velocity (fps) : 0, 3 if _ Kl (base e, per day) : 6,72. K2 (base e, Der day) : Sd
5 xl^TA1
Effluent
Characteristics
Nbnthly
Average
Cbmments
, 6oZ s
30 mail_
75-5
30 ► ag
,
,
_
fra.
UY
,-'
Chi,• Allocation 0
Rev' -• location
(--
Cbnf :tion n Q
Prepared
Cbnments:
i-AY
Effluent
Characteristics
:v:3nthly
I:verage
Comments
ASS
30Aisg
Reviewed By:
Date: R7 9/.6
If

Request No. :3255
Facility Name
Type of Waste
Status
Receiving Stream
Stream Class
Subbasin
County
Regional Office
Requestor
Date of Request
Quad
WASTELOAD ALLOCATION APPROVAL FORM
NANTAHALA SCHOOL
: DOMESTIC
: EXISTING
: PARTRIDGE CREEK
C-TROUT
: 040403
: MACON
: ARO
: WIGGINS
5/30/86
: F4SW
Drainage Area (sq mi)
Summer 7010 (cfs)
Winter 7010 (cfs)
Average Flow (cfs)
RECOMMENDED EFFLUENT LIMITS
: SUMMER WINTER
Wasteflow (mgd): .002 .002
5-Day BOD (mg/1): 30 30
Ammonia Nitrogen (mg/1): NR NR
Dissolved Oxygen (mg/1) : Ar NW- ,FOR
TSS (mg/1): 30 30
Fecal Coliform (#/100m1): NR NR
pH (SU) : NR NR
-y g/1): 1.93 !.off Ld�"
Recommended b
Reviewed by:
Tech. Support Supery
Regional St
Permits & Enga -leering
COMMENTS
RECEIVED
War Quality Divi;le*
AUG 12 1986
.1Ve,errn F2sstorsal C`d'lc.I
osba r'3$Is, North Gs: oliaw
: 4.2
1.6
1.8
13,0
Date
Date
Date
Date

• • •
. •
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• f
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4_, it '34 cbr
(it() e••&
/0 r c&
2 a
r- • — •
242 44-
a./
1
1
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C94 = /3.08 -c4
579/0 - -
,499/0:
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ot
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Discharger
Receiving Stream
MODEL RESULTS
NANTAHALA SCHOOL
PARTRIDGE CREEK
The End D.O. is 8.81 mg/1.
The End CBOD is 2.15 mg/1.
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 8.10 0.00 1
Reach 1 110 0.00 6.00 0.00200

, •I
*** MODEL SUMMARY DATA ***
• Discharger : NANTAHALA SCHOOL Subbasin : 040403
Receiving Stream : PARTRIDGE CREEK Stream Class: C—TROUT
Summer 7010 : 1.6 Winter 7010 : 1.8
Design Temperature: 21.
ILENOTN1 SLOPE VELOCITY 1 OMNI K1 1 K1 I K2 1 K2 1 KN 1 KN 1 KNR 1 KNR
1 mile 1 ft/mil fps 1 ft !design: 820' !design! 320' !design! 320' :design! 820'
1 1 1 II 1 II 1
1 1 1 I 1 1 1 1
Segment 1 1 0.191222.001 0.345 1 0.56 1 0.76 1 0.72 151.10 1 50.001 0.00 1 0.00 1 0.00 1 0.00
Reach I 1 1 1 1 1 1
1 Flow i
, CBOD 1 NBOD 1 D.O.
1 cfs 1
, mg/1 1 mg/1 1 mg/1
Segment 1 Reach 1
Waste I 0.003 1110.000 I 0.000 I 6.000
Headwatersl 1.600 I 2.000 I 0.000 1 8.100
Tributary : 0.000 1 0.000 I 0.000 I 0.000
* Runoff I 0.050 1 2.000 I 0.000 I 8.100
* Runoff flow is in cfs/mile