NC0000019_Wasteload Allocation 1983_19831024

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O
Facility Name: —
Existing v�
Proposed
NPDES WASTE LOAD ALLOCATION
Date:
Pipe No.: County:��
Design Capacity (MGD): �+ Industrial (% of Flow) Domestic (% of Flow):
Receiving Stream: �- Class: �' — Sub -Basin: 0 S 01 - O L
Permit No.: 61 G C) goo G 12
Reference USGS Quad: (Please attach) Requestor:
(Guideline limitations, if applicable, are to be listed on the back of this form.)
Design Temp.:
Drainage Area:
7Q10: _ At t C�� Winter 7Q10:
Engrineer
Date Rec .
#^
Regional Office W S�'=
Avg. Streamflow:
30Q2:
Location of D.O.minimum (miles below outfall): Slope:- =
E Velocity (fps): K1 (base e, per day, 200C): K2 (base e, per day, 200C):
0
Effluent
Characteristics
Monthly
Average
Comments
(�
CJLaSc
N� W
gV
Effluent
Characteristics
Monthly
Average
Comments
S��/^
Not
1
ff� O C
Original Allocation
Revised Allocation Date(s) of Revision(s)
(Please attach previous allocation)
Confirmation
AAnn n �j n
' Prepared By: �4002 C '(Jo�4Ja1 Reviewed By:
V
Date:

0
cD
0
++
W
v
L
NPDES WASTE LOAD ALLOCATION
Facility Name:
Engineer Date Rec. #
Date: t O-Z'+4''
Existing
EI Permit No.:
Pipe No.: oC)3
County: C_
Proposed
a
Design Capacity (MGD): 04(0 l S Industrial (% of
Flow):
Domestic
(% of Flow):
Receiving
Stream:
Class:
Sub -Basin:
- ® 4 - U Z
Reference
USGS Quad: (Please attach)
RequestorQ�u
Regional Office u..;3 41t
(Guideline limitations, if applicable, are to be listed on the back of this form.)
Design Temp.:
7Q10:
Drainage Area:
Winter 7Q10:
Avg. Streamflow:
30Q2:
a"
Location of D.O.minimum (miles below outfall): Slope:
E Velocity (fps): Kl (base e, per day, 200C): K2 (base e, per day, 201C):
0
Effluent
Characteristics
Monthly
Average
Comments
Al.
ec
Effluent
Characteris�t/ics
Monthly
Average
Comments
2 "C
Original Allocation a
Revised Allocation 71 Date(s) of Revision(s)
(Please attach previous allocation)
Confirmation
Prepared By: `Pa- eOa 0 Za X,� Reviewed By:
Date:

I WA_RR1rNSVILLE QUADRANGLES
UNITED STATES `
.NORTH CAROINA-ASHE CO. DEPARTMENT OF THE INTERIOR SPRAGttE tLCCT21C Can1PRA3y
. 7.5 MINUTE SERI S (TOPOGRAPHIC) GEOLOGICAL SURVEY LANS��16� monrri CARoJ-1fJA 1 "
E E T •� t. 81 ' 30' ,°00* E. i • . A S H E L e�w► f •Z g �o ?3
36 * 30• 5657
\: :Lansing, \ l ( \
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ce
OR
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• I LJ� ao �� •" f J //.f l \ 1 '
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11-4
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:Oak Hill
^ 2` A •\ �.. ` ` , / .. CdITI \..� ' ' 1 4 Zile% . • J F' a z L
91
��iE:asecot
AV IZA1�1GLaC
xorehw ,��• - �-- •]esS -
% - _Srz' wsao 2-zo-81 A0, -�SQo

' REQUEST NO. : 741
* *** ******* ** * * WASTELLAD ALLOCATION APPROVAL FORM
FACILITY NAME
TYPE OF WASTE
COUNTY
REGIONAL. OFFICE
RECEIVING STREAM
7010 : 41 CFS
DRAINAGE AREA
: SPRAGUE ELECTRIC CO.
COOLING WATER P,c'ES ton
ASHE
WINSTON—SALEM REQUESTOR : DAVE ADKINS
N.FORK/NEW RIVER SUBBASIN : 050702
W7010 : CFS 3002 : CFS
142 SO.MI. STREAM CLASS :C
RECOMMENDED EFFLUENT LIMITS ********************
Vol 003
WASTEFLOW(S)
(MGD)
1.S .015
PIPES 001
AND 003.
THE.
BOD—:
(MG/L)
:
DISCHARGE
SHALL NOT
CAUSE
NH3--N
(MG/L)
:
THE TEMPERATURE
OF
RECEIVING;
D.O.
(MG/L)
:
WATERS TO
INCREASE
BY MORE
PH
(SU)
: 6--9
THAN 2.8
Cy AND IN
NO CASE TO
FECAL COLIFORM
(/100ML):
EXCEED 29
C.
TSS
(MG/L)
�e,rr...r �Ir
Oe i f oaZ
FACILITY IS : PROPOSED ( ) EXISTING (✓) NEW ( i
LIMITS ARE ! REVISION ( ) CONFIRMATION i i OF THOSE PREVIOUSLY ISSUED
REVIEWED AND RECOMMENDED BY:
MODELER
SUPERVISORrMODELING GROUP
REGIONAL SUPERVISOR
PERMITS MANAGER �1
�tiC�10N
203 ��ANCt�1
_l ' _ -bDATE : -I 1 jJ .-! ?2 _ -
00,41,K-DATE
--DATE
___....._....._._....._._____DATE :—���V 3
y
RECEIVED
'3 1larfh rl&dmont
NOT
OFHco
Nil! 14C
WATER QUAL'ITY DIV'-

i
Engineer Date Rec. #
NPDES WASTE LOAD ALLOCATION -
`o�d ucs C--Z,[�,C c. cam 0
Facility Name: � Date: '
Existing Ea Permit No.:OQAO-0000 19 Pipe No.: o Jr County: 7%Xe•
Proposed � o • ��
Design Capacity (MGD): I,ndOustrial (% of Flow): 14D 0 Domestic (% of Flow):
Receiving Stream: 02 1raR�L e� `I'�c D�¢,,J Y•.� u►l- Class: Sub -Basin: QJ--'O -O Z-
Reference USGS Quad: (Please attach) Requestor: �Regional Office
(Guideline limitations, if applicable, are to be listed on the back of this form.)
Design Temp.: Drainage Area: z Avg. S treamf low :
7Q10: Winter 7Q10: A-L arc 30Q2: c�c
Location of D.O.minimum (miles below outfall):
Slope:
Velocity (fps): Kl
(base e, per day, 200C):
K2
(base e, per day,
200C)-
Effluent
Characteristics
Monthly
Average
Comments
�
o. 2 C
O. G
P►
PT-
Cd
2. b
. 3
T
6. T9
64
P, P-r
o .2q
6.
Effluent
Characteristics
Monthly
Avera a
Comments
r: Lis
2141
e�'r
C 'eQ
O.S1
!•2a
'�
2 4S
T'
-rt-31
1 66
1
1�
6-g
I so
Original Allocation N gP CJ Q&Y'l „c A. • .2 • Z
Revised Allocation �C Date(s) of Revision(s)
(Please attach previous allocation)
Confirmation
�4�
�.
Prepared By: Reviewed By: Date:
ti

# -74 ►
Form #001 '
WASTE LOAD ALLOCATION APPROVAL FORM
Facility Name: Soraaue Electric Compan,.y
County: Ashe Sub -basin: 05-07-02
Regional Office: Winston-Salem Requestor: Dave Adkins
Type of Wastewater: Industrial 100 X Pipe No. 005
Domestic x
If industrial, specify type(s) of industry: Electron ati
Receiving stream: N Fnrlt New River Class: c'
Other stream(s) affected: Class:
7Q10 flow at point of discharge: 41 c-fs
30Q2 flow at point of discharge: 79 r-fa
Natural stream drainage area at discharge point: la? m;
Recommended Effluent Limitations
Parameter
Nbnthly Avg.
daily
BPT/WQ
m
Cadmium
0.26
0.69
BPT
Chromium
1.71
2.07
2.77
3.38
BPT
BPT
Copper
Lead
0.43
0.69
BPT
Nickel
2.38
3.98
BPT
n
Silver
0.24
0.43
BPT��
Zinc
1.48
2.61
BPT
L`
Cyanide
0.51
1.20
WQ
R
TDO
-
2.13
BPT
Oil & Crease
26
52
BPT
TSS
31
60
BPT
C'.'[:F;E,T`.:
pH
6-9 SU
-
*(Aluminum minum
5
10
( Chlorine
.2
.2
Res.
Flow
0.5 mgd
*see attachment; EPA permit
This allocation is: / / for a proposed facility
for a new (existing) facility
a revision of existing limitations( new BPT)
a confirmation of exis i g limitations
Recommended and reviewed by: c L► 11blv3
Date:
Head, Techncial Services Branch Date:
Reviewed by:
Regional Superviso Date:
Permits Manager Date: �L
Approved by:
Division Director _ Date:!!
RECEIVED
Vm1h Malmo»
R.ptawl office
NOV 2' 14t13
41 ma Y W.

it Facility Name:
UA
Existing
�
Proposed E3
Engineer Date Rec. #
Date: l o -2�-
V v 0
Permit No.: 15 Pipe No.: County: C_
NPDES WASTE LOAD ALLOCATION
Design Capacity .(MGD) Do Q 19 Industrial % of Flow): Domestic (% of Flow): l
Receiving Stream:%14pClass: C- Sub-Baasin: D S O � - O -L Reference USGS Quad: (Please attach) Requesto"__� Regional Office .WS9
W
(Guideline limitations, if applicable, are to be fisted on the back of this form.)
Design Temp.: P-7 Drainage Area: IY2 ► Z Avg. Streamflow: 2`f0 Al-t
7Q10 • - Aq 1 Winter 7Q10 : se, e CS 30Q2 : 2
Location of D.O.minimum (miles below outfall): © Slope:. I I Ow.
Velocity (fps):. _ Sys K1 (base e, per day, 2100 : - `f K2 (base e, per day, 260C) • 3.9 .
Effluent Monthly
Characteristics Average Comments
a
s S3a
Effluent Monthly
Characteristics Avera a Comments
Original Allocation a
Revised Allocation Q Date(s) of Revision(s)
(Please attach previous allocation)
Confirmation
c. �.
,\ Prepared By: Reviewed By: Date:

r
i
- REQUEST NO. « 741
WASTELOAD ALLOCATTON APPROVAL FORM
FACILITY NAME
TYPE OF WASTE
COUNTY
REGIONAL OFFICE
RECEIVING STREAM
7010 : 41 CFS
DRAINAGE AREA
SPRAGUE ELECTRIC
« DOMESTIC
ASHE
WS
« N. FORK/NEW RIVER
W7010 :
142 SQ.MI.
REQUESTOR : DAVE ADKINS
SUBRASIN : 050702
CFS 3002 CFS
STREAM CLASS :C
RECOMMENDED EFFLUENT LIMITS
WASTEFL.OW(S)
(MGD)
.018
BOD-5
(MG/L)
30
NH3.
(MG/L )
'�--N
L.O.
(MG/L)
9
PH
(SU)
,
FECAL COLIFORM
(/100ML):
TSS
(MG/L)
. 30
PIPE 006. SANITARY WASTE.
FACILITY IS « PROPOSED ( ) EXISTING (✓) NE" ( )
LIMITS ARE : REVISION ( ) CONFIRMATION ( OF THOSE PRFVTOUSLY ISSUED
REVIEWED AND RECOMMENDED BY:
MODELER
SUPERVISORsMODELING GROUP
REGIONAL SUPERVISOR
PERMITS MANAGER
j�
. -.._ .(__"�e °J&dj____DATE A y
Q I-
:------ ---- DATE : _���y./n_--
0 DATE : ANAT
__.-.._.... _. --...... - ...._.__DATE 01113P..--..

MODEL SUMMARY DATA ***
I '
DISCHARGER 2 SPRAGUE ELECTRIC
RECEIVING STREAM N. FORK/NEW RIVER
7010 41 CFS
DESIGN TEMPERATURE 2 22 DEGREES Co
SUBBASIN 050702
STREAM CLASS: C.
WINTER 7010 56 CFS
WASTEFLOW 2 .018 MGD
ILENGTHISLOPE I VELOCITY.IDEPTH I K1 I Kn I SOD I K2 I NetPSi
(MILES IFT/MI I FPS I FT I./DAY i /DAY IMG/M2D1/DAY iMG/L/DI
sxsxxsxssxsxxaxsssxsaas=assxxssxxsssassxxsssasxsxssxssaaaaeassssassaxaasssasssscs
i I I I 1 1 I I I 1
SEGMENT 1 1 2.001 7.801 0.546 1 2.25 1 0.44 1 0.00 1 0.01 3.911 0.001
REACH 1 I I
sass=xsas>e=assassa==xassexsmscss3SxgLsso=xxsxxs=xsxxsssxssmaaasass=axexaeaxmemeesa
ALL RATES ARE AT 22 DEGREES C.
*** INPUT DATA SUMMARY ***
I
FLOW
1 CBOD I
NBOD i
D.O. I
I
CFS
I MG/L I
MG/L I
MG/L I
.����x����S7✓:SSS3CS3SSSxx�SxS=_xa=aCsSSSS3IIsx.SsxxxxS�Sx_x=
I
SEGMENT 1 REACH 1 I
I I
I I
i
I
WASTE 1
0.028
11104000 1
0.000 1
0.000 I
HEADWATERSI
41.000
1 2.000 1
0.000 1
7.900 1
TRIBUTARY 1
0.000
1 0.000 1
0.000 1
0.000 1
RUNOFF * 1
0.420
1 2.000 1
0.000 1
7.900 1
ssassssssssxssxssssssssassssssssssssxx:ssxsssssasss=axssst
. sssssssssxssssx=saxcasssssxxxssssxssssxsssassaxcsacssss.sa
* RUNOFF
FLOW
IS IN CFS/MILE