NC0022900_Wasteload Allocation_19900403

OhI24FT-1 &54_e�j
NPDES WASTE LOAD ALLOCATION
PERMIT NO.: NCO022900 wv+Trr
PERNIITTEE NAME. Carolina Water Service / Sugar Mountain �fi` `�'i
Facility Status: Existing
Permit Status: Modification
Major Minor -4
Pipe No.:
001
Design Capacity: 1.0* MGD
Domestic (% of Flow):
Industrial (% of Flow):
100%
0%
Comments:
* Currently permitted for 0.5 MGD: previously modelled for 1.0 on
12/30/88 - see #4933
STREAM INDEX: 8-22-2
RECEIVING STREAM: Flattop Creek
Class: C
Sub -Basin:
04-02-01
Reference USGS Quad: C11NE, Valle Crucis (please attach)
County: Avery
Regional Office: LC)
Previous Exp. Date: 9/30/92 Treatment Plant Class: H
Classification changes within three miles:
ca. 1.3 mi. Elk River changes to C -Tr (@ Sugar Creek.
Requested by:
Prepared by:
Reviewed by:
Tale Shnnklin
Date: /I C�
Date:
Modeler
Date Rec.
#
BODS (mg/1)
<<
1 S x
�Q
DrainageftAiea (mi') m 6 (n Avg. Streamflow (cfs): o2. U
7Q10 (cfs) 0. 3 Winter 7Q10 (cfs) p, q 30Q2_cfs)
Toxicity Limits: IWC F q % Acute/(chronic
Instream Monitoring:
Parameters_TT, '1' 0, Coon
Upstream Location 16D T -L s lv�.,
Downstream V✓ Location Cllr C N4[Y /9y
Effluent
Characteristics
Summer
Winter
BODS (mg/1)
<<
1 S x
�Q
NH3-N (mg/1)
-a
D.O. (mg/1)
l
cJ
TSS (mg/1)
30
1:50
F. Col. (/100 ml)
a1900
pH (SU)
(o
0410 r "e
. ©,2
k .S
P
Comments: MN
r —tor I-rro ( r
V.1__ I_ i r 1•

Request No.: 5615
------------------- WASTELOAD ALLOCATION APPROVAL FORM -------- ;-----------
Facility Name:
NPDES No.:
Type of Waste:
Status:
Receiving Stream:
Classification:
Subbasin:
County:
Regional Office:
Requestor:
Date of Request:
Quad:
Sugar Mountain WWTP
NCO022900
Domestic
Existing/Modification
Flattop Creek
C
40201
Avery
Asheville
Jule Shanklin
3/6/90
C11NE
Drainage area:
Summer 7Q10:
Winter 7Q10:
Average flow:
30Q2:
m AY u '1990
Pr Pl',t! 5 � F
10.860
sq mi
0.30
cfs
0.40
cfs
2.00
cfs
0.60
cfs
-------------------- RECOMMENDED EFFLUENT LIMITS
--------------------------
EXISTING
PROPOSED
summer
winter
summer
winter
Wasteflow (mgd):
0.500
0.500
1.000
1.000
BOD5 (mg/1) :
30
30
30.00
30.00
NH3N (mg/1):
12
no limit
1.15
2.21 daily max
DO (mg/1):
6
1
4
3
TSS (mg/1) :
30
30
30
30
Fecal coliform (#/100ml):
1000
1000
200
200
pH (su):
6-9
6-9
6-9
6-9
Chlorine (mg/1):
no limit
no limit
0.02
0.02
Lead (ug/1):
no limit
no limit
monitor
monitor
Toxicity Testing Req.: Chronic QRTLY @ 72% Chronic QRTLY @ 84%
---------------------------- MONITORING ------------------------------------
Upstream (Y/N): Y Location:100 ft upstream
Downstream (Y/N): Y Location:Elk River at HWY 194
PARAMETERS: Temp., DO, Cond., and Fecal Coliform
----------------------------- COMMENTS -------------------------------------
Facility is meeting current effluent limits. However, toxicity tests are
being done at 52% (should be 72%), are not monitoring at specified downstream
site, and are not reporting instream DO. Propose to increase flow to 1 MGD.
Ammonia limits based on toxicity. Require dechlorination or alternate
disinfection with chlorine limit. Trout waters 1.3 mAes downstream.
--------------------------------------------------------------------- -----
Recommended by: <<!- �/ Date: / 9D
Reviewed by
Instream Assess nt:
Regional Sor:
Permits & En*neering:
RETURN TO TECHNICAL SUPPORT BY: 816Y..
Date: 4-k!oSd
Date: O (c D
Date: io

10/89
Facility Name (A) [A) 1� Permit #
CHRONIC TOXICITY TESTING REQUIREMENT (QRTRLY)
The effluent discharge shall at no time exhibit chronic toxicity in any two consecutive toxicity tests,
using test procedures outlined in:
1.) The North Carolina Ceriodaphnia chronic effluent bioassay procedure (North Carolina Chronic
Bioassay Procedure - Revised *September 1989) or subsequent versions.
The effluent concentration at which there may be no observable inhibition of reproduction or
significant mortality is Fq % (defined as treatment two in the North Carolina procedure
document). The permit holder shall perform quarterly monitoring using this procedure to establish
compliance with the permit condition. The first test will be performed after thirty days from
issuance of this permit during the months ofA,U(_ ,, Effluent
sampling for this testing shall be performed at the 114PI)E8 permitted final effluent discharge below
all treatment processes.
All toxicity testing results required as part of this permit condition will be entered on the Effluent
Discharge Monitoring Form (MR -1) for the month in which it was performed, using the parameter
code TGP3B. Additionally, DEM Form AT -1 (original) is to be sent to the following address:
Attention: Environmental Sciences Branch
North Carolina Division of
Environmental Management
P.O. Box 27687
Raleigh, N.C. 27611
Test data shall be complete and accurate and include all supporting cliernical/physical measurements
performed in association with the toxicity tests, as well as all dose/response data. Total residual
chlorine of the effluent toxicity sample must be measured and reported if chlorine is employed for
disinfection of the waste stream.
Should any single quarterly monitoring indicate a failure to meet specified limits, then monthly
monitoring will begin immediately until such time that a single test is passed. Upon passing, this
monthly test requirement will revert to quarterly in the months specified above.
Should any test data from this monitoring requirement or tests performed by the North Carolina
Division of Environmental Management indicate potential impacts to the receiving stream, this
permit may be re -opened and modified to include alternate monitoring requirements or limits.
NOTE: Failure to achieve test conditions as specified in the cited document, such as minimum
control organism survival and appropriate environmental controls, shall constitute an invalid test
and will require immediate retesting (within 30 days of initial monitoring event). Failure to submit
suitable test results will constitute noncompliance with monitoring requirements
7Q10 0 ® 3 cfs
Permited Flow /. O MGD
IWC% Fl
Basin & Sub -basin 6�1 - D-;) _0 l
Receiving Stream _ACQ_�eAC
County�,��,
Recommended by:
--- 51� (% _711�--
Date
"Chronic Toxicity (Ceriodaphnia) P/F at zPy%,/fp2,J1L, Dc�TJ_i4JVSee Part 3, Condition } .

SUMMER
MODEL RESULTS
Discharger
:
CAROLINA WATER SERVICES -SUGAR
MTN. WWTP
Receiving Stream :
FLATTOP CREEK
----------------------------------------------------------------------
The End
D.O.
is 8.19
mg/l.
The End
CBOD
is 9.28
mg/l.
The End
----------------------------------------------------------------------
NBOD
is 1.33
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
------
5.01
----------------
0.00 1
----
----
--
----------
Reach
1
45.00
5.17
4.00
1.00000
Reach
2
0.00
0.00
0.00
0.00000
Reach
3
0.00
0.00
0.00
0.00000
Reach
4
0.00
0.00
0.00
0.00000
Reach
5
0.00
0.00
0.00
0.00000
Reach
6
0.00
0.00
0.00
0.00000
Reach
7
0.00
0.00
0.00
0.00000

Discharger
Receiving Stream
Summer 7Q10
Design Temperature:
*** MODEL SUMMARY DATA ***
CAROLINA WATER SERVICES -SUGAR MTN. WWTP Subbasin : 040201
FLATTOP CREEK Stream Class: C
0.3 Winter 7Q10 : 0.4
23.0
1
Flow
ILENGTHI SLOPEI
VELOCITY
I DEPTHI Kd I
Kd
I Ka I
Ka I
KN I
--------------------------------------------------------------------------------
0.275
I mile I ft/mil
fps
I ft
Idesignl
@20'2
Idesignl
@2012 Idesignl
Segment
1
I I I
I 0.151178.001
0.607
I
1 0.48
I I
1 1.09 1
0.95
I I
153.37 1
I
50.001
I
0.63 1
Reach
--------------------------------------------------------------------------------
1
1 1 1
1
1 1
1 1
1
1
Segment
1
I I I
1 0.451245.001
0.630
I
1 0.50
I I
1 1.10 1
0.95
I I
153.37 150.001
I
I
0.63 1
Reach
--------------------------------------------------------------------------------
2
1 1 1
1
1 1
1 1
1
1
Segment
1
I I I
1 0.651 68.001
0.437
I
1 0.61
I I
1 0.72 1
0.63
I I
153.37 1
I
50.001
I
0.63 1
Reach
--------------------------------------------------------------------------------
3
1 1 1
1
1 1
1 1
1
1
Segment
1
I I I
1 0.351 68.001
0.444
I
1 0.67
I I
1 0.69 1
0.60
I I
153.37 1
I
50.001
I
0.63 1
Reach
--------------------------------------------------------------------------------
4
1 1 1
1
1 1
1 1
1
1
Segment
1
I I I
1 0.651 68.001
0.462
I
1 0.77
I I
1 0.64 1
0.56
I I
153.37 1
I
50.001
I
0.63 1
Reach
--------------------------------------------------------------------------------
5
1 1 1
1
1 1
1 1
1
1
Segment
1
I I I
1 0.151 1.001
0.010
I
1 5.87
I I
1 0.23 1
0.20
I I
1 0.39 1
I
0.371
I
0.38 1
Reach
--------------------------------------------------------------------------------
6
1 1 1
1
1 1
1 1
1
1
Segment
1
I I I
I 0.551308.001
0.725
I
1 0.69
I I
1 0.95 1
0.83
I I
153.37 1
I
50.001
I
0.63 1
Reach
--------------------------------------------------------------------------------
7
1 1 1
1
1 1
1 1
1
1
1
Flow
1
cfs
Segment 1 Reach 1
Waste 1
1.550
Headwatersl
0.300
Tributary 1
0.275
* Runoff I
0.160
l CBOD I
NBOD I
D.O. 1
I mg/l I
mg/l I
mg/1 I
1 45.000 1
5.175 I
4.000
I 2.000 l
1.000 I
7.720
1 2.000 I
1.000 I
7.720
1 2.000 I
1.000 1
7.720
Segment 1 Reach 2
Waste 1 0.000 1 0.000 1 0.000 I 0.000
Tributary 1 0.200 I 2.000 1 1.000 1 7.720
* Runoff 1 0.130 1 2.000 1 1.000 I 7.720

Segment 1 Reach 3
Waste 1 0.000 1 0.000 1 0.000 1 0.000
Tributary 1 0.000 1 0.000 1 0.000 1 7.720
* Runoff 1 0.200 1 2.000 1 1.000 1 7.720
Segment 1 Reach 4
Waste 1 0.000 1 0.000 1 0.000 1 0.000
Tributary 1 0.400 1 2.000 1 1.000 1 7.720
* Runoff 1 0.060 1 2.000 1 1.000 I 7.720
Segment 1 Reach 5
Waste I 0.000 1 0.000 i 0.000 1 0.000
Tributary 1 1.000 I 2.000 1 1.000 1 7.720
* Runoff 1 0.310 1 2.000 1 1.000 1 7.720
Segment 1 Reach 6
Waste I 0.000 1 0.000 1 0.000 1 0.000
Tributary 1 1.000 1 2.000 1 1.000 1 7.720
* Runoff 1 0.000 1 0.000 1 0.000 1 7.720
Segment 1 Reach 7
Waste 1 0.000 1 0.000 1 0.000 1 0.000
Tributary 1 0.000 1 0.000 1 0.000 1 7.720
* Runoff 1 0.190 I 2.000 1 1.000 1 7.720
* Runoff flow is in cfs/mile

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1
7
2.50
6.83
9.74
1.37
5.18
1
7
2.55
7.15
9.69
1.37
5.19
1
7
2.60
7.40
9.64
1.36
5.20
1
7
2.65
7.60
9.58
1.36
5.21
1
7
2.70
7.76
9.53
1.35
5.22
1
7
2.75
7.89
9.48
1.35
5.23
1
7
2.80
7.99
9.43
1.35
5.24
1
7
2.85
8.07
9.38
1.34
5.25
1
7
2.90
8.14
9.33
1.34
5.26
1
7
2.95
8.19
9.28
1.33
5.26
Seg #
I Reach #
I Seg Mi I
D.O. I
CBOD I
NBOD I
Flow

WINTER
MODEL RESULTS
Discharger
:
CAROLINA WATER SERVICES -SUGAR
MTN. WWTP
Receiving Stream :
FLATTOP CREEK
----------------------------------------------------------------------
The End
D.O.
is 10.31
mg/1.
The End
CBOD
is 9.30
mg/l.
The End
----------------------------------------------------------------------
NBOD
is 2.51
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
------
5.23
----------------
0.00 1
Reach
1
45.00
9.95
3.00
1.00000
Reach
2
0.00
0.00
0.00
0.00000
Reach
3
0.00
0.00
0.00
0.00000
Reach
4
0.00
0.00
0.00
0.00000
Reach
5
0.00
0.00
0.00
0.00000
Reach
6
0.00
0.00
0.00
0.00000
Reach
7
0.00
0.00
0.00
0.00000

Discharger
Receiving Stream
Summer 7Q10
Design Temperature:
*** MODEL SUMMARY DATA ***
CAROLINA WATER SERVICES -SUGAR MTN. WWTP Subbasin : 040201
FLATTOP CREEK Stream Class: C
0.3 Winter 7Q10 : 0.4
12.0
CBOD l
Flow
ILENGTHI SLOPEI
VELOCITY I
DEPTHI Kd I
Kd
I Ka I
Ka I
KN I
--------------------------------------------------------------------------------
0.375
I mile I ft/mil
fps I
ft
Idesignl
@20'1
Idesignl
@2034 Idesignl
Segment
1
I I I
l 0.151178.001
I
0.649 1
0.49
I I
1 0.69 1
1.00
I I
142.01 1
I
50.001
I
0.27 1
Reach
--------------------------------------------------------------------------------
1
1 1 1
1
1 1
1 1
1
1
Segment
1
I I I
1 0.451245.001
I
0.691 1
0.51
I I
1 0.69 11.00
I I
142.01 1
I
50.001
I
0.27 1
Reach
--------------------------------------------------------------------------------
2
1 1 1
1
1 1
1 1
1
1
Segment
1
I I I
1 0.651 68.001
0.479
I
1 0.62
I I
l 0.46,1
0.66
I I
142.01 1
I
50.001
I
0.27 1
Reach
--------------------------------------------------------------------------------
3
1 1 1
1
1 1
1 1
1
1
Segment
1
I I I
1 0.351 68.001
I
0.491 10.68
I I
1 0.44 1
0.64
I I
142.01 1
I
50.001
I
0.27 1
Reach
--------------------------------------------------------------------------------
4
1 1 1
1
1 1
1 1
1
1
Segment
1
I I I
I 0.651 68.001
I
0.534 1
0.78
I I
1 0.42 1
0.61
I I
142.01 1
I
50.001
I
0.27 1
Reach
--------------------------------------------------------------------------------
5
1 1 1
1
1 1
1 1
1
1
Segment
1
I I I
1 0.151 1.001
I
0.010 1
6.56
I I
1 0.14 1
0.20
I I
1 0.31 I
I
0.371
I
0.16 1
Reach
--------------------------------------------------------------------------------
6
1 1 1
1
1 1
1 1
1
1
Segment
1
I I I
1 0.551308.001
I
0.857 1
0.71
I I
1 0.64 10.92
I I
142.01 1
I
50.001
I
0.27 1
Reach
--------------------------------------------------------------------------------
7
1 1 1
1
1 1
1 1
1
1
CBOD l
Flow
l
cfs
Segment 1 Reach 1
Waste 1
1.550
Headwatersl
0.400
Tributary 1
0.375
* Runoff l
0.160
CBOD l
NBOD I
D.O. 1
I mg/1 I
mg/1 I
mg/l I
1 45.000 1
9.945 I
3.000
l 2.000 l
1.000 l
9.700
l 2.000 I
1.000 I
9.700
l 2.000 1
1.000 1
9.700
Segment 1 Reach 2
Waste 1 0.000 l 0.000 l 0.000 l 0.000
Tributary l 0.300 1 2.000 1 1.000 I 9.700
* Runoff 1 0.180 1 2.000 1 1.000 1 9.700

Segment 1 Reach 3
Waste I 0.000 1 0.000 1 0.000 1 0.000
Tributary 1 0.000 1 0.000 1 0.000 1 9.700
* Runoff 1 0.200 1 2.000 1 1.000 I 9.700
Segment 1 Reach 4
Waste I 0.000 1 0.000 1 0.000 1 0.000
Tributary 1 0.500 1 2.000 1 1.000 1 9.700
* Runoff 1 0.086 1 2.000 1 1.000 1 9.700
Segment 1 Reach 5
Waste I 0.000 1 0.000 1 0.000 1 0.000
Tributary 1 1.400 1 2.000 1 1.000 1 9.700
* Runoff 1 0.420 1 2.000 1 1.000 1 9.700
Segment 1 Reach 6
Waste 1 0.000 1 0.000 1 0.000 1 0.000
Tributary 1 1.400 1 2.000 1 1.000 1 9.700
* Runoff 1 0.000 I 0.000 1 0.000 1 9.700
Segment 1 Reach 7
Waste I 0.000 1 0.000 I 0.000 1 0.000
Tributary 1 0.000 1 2.000 1 1.000 i 9.700
* Runoff 1 0.190 1 2.000 i 1.000 1 9.700
* Runoff flow is in cfs/mile

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INSTREAM SELF-MONITORING DATA
MONTHLY AVERAGES
Discharger: SUgo.r
Vel} T �; ��{�,
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Permit
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No.: NC00 a oq`IDa
Receiving
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Downstream Location [ ,�,- A. f? sem`
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Downstream
DATE
TEMP
D.O. BODS
2
TEMP
D.O. BOD5
DEC -90
NOV-90
OCT -90
SEP -90
AUG -90
JUL-90
JUN -90
MAY -90
APR -90
MAR -90
FEB -90
�;_D C)
JAN -90
�. �{�
1=11(05 -
DEC -89
DEC -89
�, 7
NOV-89
OCT -89
inn
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SEP -89
AUG -89
777-57/3.
s
Qa
JUL-89
7T, QIf
JUN -89
/��_
53�
/
2 syd
MAY -89
53y
l" a-
SAO
APR-893.2Ci
MAR -89
/ �'
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Z;
FEB -89
%b< a
-D
/D a-
SOCA
JAN -89
DEC -88
NOV-88
OCT -88
SEP -88
AUG -88
JUL-88
JUN -88
MAY -88
APR -88
MAR -88
FEB -88
JAN -88
DEC -87
NOV-87
OCT -87
SEP -87
AUG -87
JUL-87
JUN -87
MAY -87
APR -87
MAR -87
FEB -87
JAN -87