NC0022900_Wasteload Allocation_19810604

NPDES WASTE LOAD ALLOCATION
Facility Name: Sc�c�A ly""�c»N-rAs Aj UT-#L--4,i!q Date: C`4" 8 /
,r o
Existing
a
-Avg. Streamflow: 5_.C
®®� County: L/M!4 -
_Winter 7Q10:
Permit No.:
Pipe No.:
Location of D.O.minimum (sm.�s
Proposed
Slope: ��
a
E
Velocity (fps): 0, J
K base e er da 20oC) :
1 ( , P y�
K2 (base e, per day, 200C)*
00
/00-
Design Capacity (MGD): Industrial (% of
Flow):
Domestic (% of Flow):
Receiving
Receiving
Stream: Ad-aK Z®yez
Class: C
Sub -Basin: x'47 ® !
Refeiea,e
uSGS Quad: (Please attach)
Requestor:.
��� ® S�-'�'�� Regional Office
(Guideline limitations, if applicable, are to be listed on the back of this form.)
Design Temp.: �
(
Drainage Area: ��• 0�
-Avg. Streamflow: 5_.C
7Q10: d- J? c -.,=-S
_Winter 7Q10:
30Q2: �-
O s s
Location of D.O.minimum (sm.�s
below outfall):
D�
Slope: ��
a
E
Velocity (fps): 0, J
K base e er da 20oC) :
1 ( , P y�
K2 (base e, per day, 200C)*
0
Effluent Monthly
Characteristics Average Comments
i
Original Allocation
Revised Allocation Date(s) of Revision(s)
E2 nP ��E2 ) (Please attach previous allocation)
_ ' e
Prep red By: .�� � C'0' '1e4,XA U1Rtviewed By: Date: !�
r
N = 0 U
Effluent
Characteristics
Comment
O s s
4ea
`�G G
I
i t A
Js
Effluent Monthly
Characteristics Average Comments
i
Original Allocation
Revised Allocation Date(s) of Revision(s)
E2 nP ��E2 ) (Please attach previous allocation)
_ ' e
Prep red By: .�� � C'0' '1e4,XA U1Rtviewed By: Date: !�
r

i-�
For Appropriate Dischargers, List Complete Guideline limitations Below
Effluent Monthly Maximum Daily
Characteristics Average Average Comments
Type of Product Produced
Lbs/Day Produced
Effluent,,Guideline Reference
a

Y •
Johnny I Johnson & Associates, Inc.
INTERSTATE CENTER / 16 BERRY HILL ROAD
JI' ; P. O. BOX 21066 / COLUMBIA, SOUTH CAROLINA 29221
TELEPHONE [phone]
Mr. Roy Davis, District Engineer
N.G. Dept. of Natural & Economic
Resources
P. 0. Box 370
Asheville, NC 28802
Dear Mr. Davis:
AVERY COUNTY
May 25, 1981
Subject: Sugar Mountain Utility WTP
Wasteload Allocation
JTJ File #C-159
RJECEI E
Weer Quaftlty Devis70r'
Mf 23) 19811
We.tern Reier1 Office%
Ashevillo, Rlorci, CGrotfnal
We would like to request a Wasteload allocation survey
be conducted for Sugar Mountain Utility WTP for expanded flows
of 300,000 gpd and 400,000 gpd at the existing discharge point.
I have spoken with Mr. Gary Tweed, of your office, concerning
this *natter.
If yon have any questions, please call upon us at anytime.
Sincerely,
JOHNNY T. JOHNSON & ASSOCIATES, INC.
Robert G. Burgin, Jr., P.E.
RGBjr!bd
cc: Mr. Perry Owens
Mr. Jimmy Parnelle
a

Fdr-m `001 ��79
WASTE LOAD ALLOCATION APPROVAL FORM
Facility Name: Sugar Mountain Utility
County: Avery Sub -basin: 04-02-01
Regional Office: Asheville Requestor: Gary Tweed
Type of Wastewater: Industrial
Domestic 100
If industrial, specify type(s) of industry:
Receiving stream: Elk River Class:
Other stream(s) affected: Class:
7Q10 flow at point of discharge: 0.7 cfs
30Q2 flow at point of discharge:
Natural stream drainage area at discharge point: 2.6 m2
Qw
BOD5
TSS
Fecal Coliform
pH
DO
4 DOsag
Recommended Effluent Limitations
Monthlv Averages
0.3 MGD
30 mg/l
30 mg/l
1000#/100 ml
6-9 SU
1.0 mg/l
5.4 @ discharge
0.4 MGD
30 mg/l
30 mg/l
1000/100 ml
6-9 SU
2.0 mg/1
5.3 @ discharge
C
This allocation is: / / for a proposed facility
for a new (existing) facility
/_'X/ a revision of existing limitations - proposed expansion
a confirmation of existing limitations
Recommended and reviewed y:
,`Q� !&,') Date: S
Head, Techncial Services Branch Date: 8
Reviewed by:
Regional Supervisor e�,� Date:
Permits Manager Date: Z I
Approved by: C� J�
Division Director Date: ,

Effluent
Characteristics
Monthly
Average
Comments
Comments
30 -gt I
a
NPDES WASTE LOAD ALLOCATION
3d
V
1 S�
Facility Name-
Li d! CL b^ �! t� �� VL -L, .f( i �/ �C,� f Date :
! f,� f� ms's°
CLE
n 6Gc6r
�.
CD
Existing �&,
Permit No.: Pipe No.: e2n-4 County:
L
c
.r
Proposed
.,
-'
Deiign' Capacity (MGD)
: 31 Q, !� Industrial (% of 'Flow) : Domestic (% of Flow) :
'
C
Receiving Stream:
/G Q
�[�. A 1 l/Q�' Class: � Sub -Basin: t4Ja-_7L0 U-qd­
�' P
E
Reference USGS Quad: (Please attach) Requestor:o��"''� a-y�� F'`� «, Regional
Office r� tz t ia�c
oT'
wN1 / rA6t_ r.hf
/
(Guideline limitations,
lz1Jj J
if applicable, are to be listed on the back of this form.) �
Design Temp.:
a. d° Drainage Area: rt-�Avg. Streamflow:
7Q10: i
_ c S Winter 7Q10: 30Q2:
�
Location of D.O.minimum (miles below outfall)Slope: l r0 %/1
E
0
Velocity (fps) :
Kl (base e, per day, 200C): ®� K2 (base e, per day,
200C) : �•
Effluent
Characteristics
Monthly
Average
Comments
Comments
30 -gt I
a
SS
3d
V
1 S�
3o bY�
/0 cc)
—n_
F2Ca Co //7 �i"F=
n 6Gc6r
�.
L
69In< C
(f
Effluent
Characteristics
Monthly
Average
Comments
!a 4) A
30 -gt I
a
SS
3d
rC,col Cel7'u r .-
/0 cc)
—n_
L
Original Allocation
Revised Allocation ff Date(s) of Revision(s)
P-�- ',C- c_3 v, C Q4(� (Please attach previous allocation)
/repared By: ml r;i Reviewed By: Date

For Appropriate Dischargers, List Complete Guideline Limitations Below
Effluent Monthly Maximum Daily
Characteristics Average Average Comments
Type of Product Produced Lbs/Day Produced Effluent Guideline Reference

#85
Form jool
WASTE LOAD ALLOCATION APPROVAL FORM
Facility Name: Sugar Mountain Utility WWTP
County: Avery Sub -basin: Watauga 01
Regional Office: Asheville Requestor: Robert Burgin
Type of Wastewater: Industrial % Johnny T. Johnson & Assoc., Inc
Domestic 100
If industrial, specify type(s) of industry:
Receiving stream: Elk River Class: C
Other stream(s) affected: -- Class:
7Q10 flow at point of discharge: 0.7 cfs
30Q2 flow at point of discharge: --
Natural stream drainage area at discharge point: 2.6 mi
This allocation is: / / for a proposed facility
reviewed by:
Recommended and
for a new (existing) facility
a revision of existing limitations proposed expansion of
a confirmation of existing limitations existing plant
Date: 7 -
Head,
Head, Techncial Services BranchjG � AOI (Date:
Reviewed by: v
Regional Supervisor Date j)+-), J>/
Permits Manager Date:-
Approved by:
Division Director Date: 7 I 01
Recommended Effluent Limitations
Qw =
0.3 MGD
0.4 MGD
BOD5
30 mg/1
30 mg/l
TSS
30 mg/l
30 mg/l
Fecal Coliform
1000/100 ml.
1000/100 ml.
pH
6-9 S.U.
6-9 S.U.
DO
1.0 mg/l
2.0 mg/l
t
,d
DO sag
5.4@ discharge pt.
5.3@ discharge
pt.
This allocation is: / / for a proposed facility
reviewed by:
Recommended and
for a new (existing) facility
a revision of existing limitations proposed expansion of
a confirmation of existing limitations existing plant
Date: 7 -
Head,
Head, Techncial Services BranchjG � AOI (Date:
Reviewed by: v
Regional Supervisor Date j)+-), J>/
Permits Manager Date:-
Approved by:
Division Director Date: 7 I 01

SOURCE OF POLL�TION-. Std IF.
`lreawide (208) Planning Area:
Facilities (201) Planning Area:
ASSIMILATIVE CAPACITY EVALUATION
LEVEL "B" ANALYSIS
mowij-ro m) 'Y:/
Soo
400
300
203
�v
0,02
p,pY 0.0G 0.0$
Design Flow (mgd)
STATE OF NORTI-I CAROLINA DEPARTMENT OF NATURAL AND ECONOMIC RESOURCES
�,ocr IIDnATF PAGE SECOND UPDATE THIRD UPDATE
A. RECEIVING STREAM J'a
Classification: "G It
7/10 Flow (Qs): 0, 0 3
B. ASSIMILATIVE CAPACITY DATA
Water Surface Slope (ft/mi)
¢ Z 3
Stream Velocity (fps)
0.
Stream Depth (fit) _
0 • 2
'7//0
Elevation @ Discharge Pt. (ft)
4300
%��0 i//fGD r �--
Drainage Area (sq. mi.)
0. 1
�A
7/10 Yield (
Temperature (o C) -
°10
�o
Design
Groundwater Runoff (cfs/mi)
Deoxygenation Rate. (KI Base e)
O 1
Reaeration Rat-- (K2 Base e)
SO
Min. Daily Avg. D.O. (mg/1)
5.
C. REQUIRED EFFLUENT LIMITS
43v0
Design Flow (MGD)
O2�
BOD5 (mg/1)
3
1 0, 00 a3 o-, I -
Ammonia Nitrogen (mg/1)
Dissolved Oxygen (mg/1)
- -
Total Suspended Solids (mg/1)
lip—
Fecal Coliform 0/100 ml)
2 0 0
G98
D. COMMENTS
Soo
400
300
203
�v
0,02
p,pY 0.0G 0.0$
Design Flow (mgd)
STATE OF NORTI-I CAROLINA DEPARTMENT OF NATURAL AND ECONOMIC RESOURCES
�,ocr IIDnATF PAGE SECOND UPDATE THIRD UPDATE

- - - `_-- - �� --1 -- --- - --
C

ASSIMILATIVE CAPACITY EVALUATION
' LEVEL "B" ANALYSIS
SOURCE OF POLLUTION: a� �'y(cwwiuw S-Tavr�
Areawide (208) Planning AFea: UK � n
Facilities (201) Planning Area: 6(,, Cn,;?
g
4
3
Z
,I
1.0
�� a1
V-- D. 13
1,5 6
kAPc 6.10C.
A. RECEIVING STREAM F
Classification: C
7/10 Flow (cfs) 6.17
B. ASSIMILATIVE CAPACITY DATA
Water Surface Slope (ft/mi)
Stream Velocity (fps)
D. S
Stream Depth (ft)
Elevation @ Discharge Pt. (ft)
Drainage Area (sq. mi.)
2.
7/10 Yield (cfsm)
O.7 -6q
Design Temperature (OC)
Groundwater Runoff (cfs/mi)
0.
Deoxygenation Rate (K1 Base e)
6.
Reaeration Rate (K2 Base e)
13 ;
Min. Daily Avg. D.O. (mg/1)
5.0—
.DUpstream
UpstreamQuality -
B0DU (mg/1)
2
D.O. (mg/1)
19,3
C. REQUIRED EFFLUENT LIMITS
Design Flow (MGD)
�• Z
BOD5 (mg/1)
30
Ammonia Nitrogenmg/1
Dissolved Oxygen (mg/1)
—
Total Suspended Solids (mg/1)
.3 a
Fecal Coliform (#/100 ml)
4000
pH (S.U.)
1, - el
D. COMMENTS
�O
$et Q• mn/1
uu 1/0 mg /1
a•u D•ti D,w 0.6
Design Flow [mgd]
STATE OF NORTH CAROLINA DEPARTMENT OF NATURAL AND ECONOMIC RESOURCES
ORIGINAL FIRST UPDATE PAGE E�T
D UPDATE THIRD UPDATE
s-io-�� SoF LOOT©
10

°j i z kmQ
2,5
0
d ,S
Z
k�7

ASSIMILATIVE CAPACITY EVALUATION
LEVEL "B" ANALYSIS
SOURCE OF_ POLLUTION: Pry -.51,1 517t eon • L�ti�� U�ee-l� '� CS �� ��
Areawide (208) Planning Area: DD
Facilities (201) Planning Area:
500
400
300
200
r.
Q'
Q Cao
so
c 40
" 30
w
20
10
d .Vj
AC
c
S- 3 -?b
, v - . - -
Design Flow (mgd)
STATE OF NORTH CAROLINA
A. RECEIVING STREAM �5tk RNF—fC-
Classification: C — T%o-w
7/10 Flow (Qs): 7,41 cis
B. ASSIMILATIVE CAPACITY DATA
Water Surface Slope (ft/mi)
Stream Velocity (fps)
b —
Stream Depth (ft)
O• y
Elevation @ Discharge Pt. (ft)
2- 10 y
Drainage Area (sq. mi.)
7/10 Yield (cfsm)
Design Temperature (OC)
2 0
Groundwater Runoff (cfs/mi)
. O
Deoxygenatian Rate K1 Base e)
o . 9
Reaeration Raimo (K2 Base e)
/ 7
Min. Daily Avg. D.O. (mg/1)
6.0
C. REQUIRED EFFLUENT LIMITS
Design Flow (MGD)
o. S - 2, b
BOD5 (mg/1)
30
Ammonia Nitrogen (mg/1)
Dissolved Oxygen (mg/l-)
O. D
Total Suspended Solids (mg/1) _
3 0
Fecal Coliform (#/100 ml)
2 a 0 _
pH (S.U.)
6
D. COMMENTS
bb
SAT:
b0s , �.3
DEPARTMENT OF NATURAL AND ECONOMIC RESOURCES
PAGE SECOND UPDATE THIRD UPDATE
0/#ro/
Ca �6,Z),

S�� '� = c://L � •+ � — � �'�' 013 �i � 'Nw„'ri��!.w`�`a�° ��- s'
x-� F<V/I,
s
3''�57� a'�'97 / �' •,Sa 8 h

ASSIMILATIVE CAPACITY EVALUATION
LEVEL "B" ANALYSIS
SOURCE OF POLLUTION: S I TF— 4'Z 57
Aroawide (208) Planning Area:
Facilities (201) Planning Area:
K. Z, (. 3 .5�- -t- . 1, /, /2-
KI- (.79)(.s9 ) C7Z) = 35.SL
500
400
300
200
E
9
Qa
60
so
c 40
d
30
y
w
20
ID ,/ 1Z .3 , * .s -v
Design Flow (mgd)
STATE OF NORTH CAROLINA
A. RECEIVING STREAM F-4
Classification: C
7/10 Flow (Qs): q t�
B. ASSIMILATIVE CAPACITY DATA
Water Surface Slope (ft/mi) r77--
%yStream Velocity (fps) o. S 17
Stream
Stream Depth (ft)
d • `f
Elevation 0 Discharge Pt. (ft)
Drainage Area (sq. mi.)
7/10 Yield (cfsm)
Design Temperature °C}
r °
Groundwater Runoff cfs/mi)
�Kl
Deoxygenation Rate Base e)
1 D
Reaeration Rate (K2 Base e)
33. SL
Min. Daily Avg. D.O. (mg/l
, D
C. REQUIRED EFFLUENT LIMITS
Design Flow (MGD)
BOD5 (mg/1)
_3 o
Ammonia Nitrogen (mg/1)
—
Dissolved Oxygen (mg/1)
6
Total Suspended Solids (mg/1)
-„
Fecal Coliform (#/100 ml)
o
pH (S.U.)
COMMENTS
D. COMMENTS
DEPARTMENT OF NATURAL AND ECONOMIC RESOURCES
PAGE SECOND UPDATE THIRD UPDATE
&M T 0

DA I'E: 8 f 11/7r
TECHNICAL SERVICES
Permit Review - Evaluation Procedure
FACILITY: `
Name s ?
Individual in Charge
LOCATION:
Town 16u.w g L DEM Region
County Sub -Basin o`¢-02-0 l Joe
MCPR D
RECEIVING STREAM:
Name (,(,� �dQ.,�/ Class
7/10 Flow O,a3 Slope q23
PERMIT:
Number Issued Expires
State
NPDES ��oDZ2 �Do
Certification
Application N o° z Z 9 0 0_q___ -_____o
COMMENTS:
cc: A. F. McRorie
L. P. Benton
C. L. Woody

EFFLUENT LIMITS:
Limit Based On -
Schedule of Compliance:
Basin
Plan
Preliminary or 201
Construction Drawings
Start Construction
Complete Construction
Operational Level
NPDES
Permit
NPDES
Permit
30
3a
200
6-9
NPDES
Permit
State
Permit
State
Permit
State
Permit
Basin
Plan
Secondary_
BPCTCA
Water Quality
M&0
Limit Specified
As -
Basin
Plan
BODS
mg/l
30
TSS
mg/1
30
Coliform (Fecal)/100 ml
zoo
pH
6- 9
Temperature
of
Flow
mgd
Schedule of Compliance:
Basin
Plan
Preliminary or 201
Construction Drawings
Start Construction
Complete Construction
Operational Level
NPDES
Permit
NPDES
Permit
30
3a
200
6-9
NPDES
Permit
State
Permit
State
Permit
State
Permit

N
CL
4—
a
? 0
G, / / v ID, o /o& o /o c)0 d
Flow (Q) ` cfs
U C+
n
Q
1
E
K F7tvEf:;., -r
!mu-rF��
��
�i.��l�i
uESMEi 53—r-
s "
s
G, / / v ID, o /o& o /o c)0 d
Flow (Q) ` cfs
U C+
n
Q
1

a
M
4-
v
Flow (Q) ` cfs
C
L.d �'Fd'l:�NC3
®.2! 1 Ea
�®.E=-i -73 2-m M
USES S STS!.
e-47S7.�Sr
L-17p7.L- ., °-1?
Ea 7.L-! t
LtL
L. L_
Flow (Q) ` cfs