NCG110111_COMPLETE FILE - HISTORICAL_20190311

r
STORMWATER DIVISION CODING SHEET
NCG PERMITS
PERMIT NO.
FDOCE
,HISTORICAL FILE
❑ MONITORING REPORTS
DOC DATE
❑ r� 171 1� p 3 1
YYYYM M DD

2018
ANNUAL PERFORMANCE REPORT RECDIVEDIDENR/DWR
for
FEB 2 5 2019
Wate,�aoorce.
Tuckaseigee Water and Sewer Authority t'BrmiWIN3 s=�,n
Wastewater Operations
The Tuckaseigee Water and Sewer Authority currently owns and operates three (3) wastewater
treatment facilities and has contracted to operate the Whittier WWTP for the Whittier Sanitary
District. The following report is a summary of the operatiii`Efese facilities for the 2018
G..
calendar year. I V L. Lj
MAR 11 2019
TWSA Plant # 1 CENTRAL FILES
DWR SECTION
Location: 1871 North River Rd.
Sylva, North Carolina 28779
Operator in Responsible Charge: Stan Bryson
Contact: Wastewater Operations Superintendent
1246 West Main St,
Sylva NC 28779
ph: 828-586-9318
TWSA Plant # 1 is operated under the authority of the following permits, as issued by the North
Carolina Dept. Of Environment and Natural Resources: NCO039578 NPDES Discharge Permit
WQ0005763 Residuals Permit
Air Quality Permit #08420R01
Stormwater Permit HNCG110111
TWSA Plant # 1 discharges from one outfall into the Tuckasegee River which is classified Class
C-Trout waters in the Little Tennessee River Basin. The plant design process is a sequencing
batch reactor (SBR) version of the activated sludge process with a design capacity of3.5 million
gallon/day. The plant consists of the following unit processes, automatic band screen, vortex grit
removal, 150 hp triplex influent pump station, 2 SBR basins with a capacity of 1.694 mg each,
.468 mg of flow equalization, .1508 mg of chlorination contact capacity and d-chlorination and
reaeration facilities.
The plant upgrade completed in 2011 is currently operating well within permit limits. The
expansion should help to meet the growing needs of the county well into the future.

Additionally, the plant continues to treat wastes generated by septic tank pumpers in Jackson
County as well as portable toilet services provided during construction of any homes or
businesses in the county. These services to the total geographic area of the county significantly
impact the facilities sludge management operations.
Overall performance of the plant during 2018 was excellent, with no violations of permitted
parameters during the year.
Some pertinent information on the plant is as follows:
The average daily flow at the facility during the year 2018 was 1.074 mgd. This represents
30.7% of plant permitted capacity and was a 4.6% increase from 2017. The average daily. flow
for the most recent five year period is 0.887 mgd. The highest monthly average in 2018 occurred
in December and was recorded as 1.324 mgd. This represents 37.8% of total plant capacity and
was a 6.8% increase from 2017. The highest daily flow occurred Dec 29 h, 2017 and was
recorded as 4.496 mgd. This represented 128% of total plant capacity and was an increase of
72.8% from 2017. This was the only day during 2018 when the recorded flow was greater than
plant capacity.
Total sludge production was calculated from the amount of sludge processed on the belt filter
press. These residuals totaled 2,946,747 gals of sludge and were calculated at 254.3 dry tons.
This represents all of the sludge generated by the Authority's facilities during 2018. When the
sludge production of the other plants the Authority operates is subtracted from this total, it is
estimated that the TWSA Plant #1 facility produced ??? dry tons of sludge during 2018. This is
??% of the total amount of sludge produced by the facilities operated by the Authority during
2018. This sludge is dried to meet EPA and NCDENR regulations and is made available for
distribution to the public as a soil amendment. There were approx. ??? tons of dried residuals
distributed to the public during 2018.
There were no violations of permitted monthly, weekly or daily limits during the 2018
calendar year. On average, there was a 97.6% reduction in the amount of pollutants in the
water after treatment.
A renewal of this permit was requested on April 3rd, 2017.
The permit for this facility became effective July 1, 2013 and expired at midnight on October 31,
2017.

2018
Month lyPerforma nce Summary of Wastewater Plant Operations
TWSA Plant # 1 (NC0039578)
Flow Inf Bod EFF BOD
Month mgd mg/l mg/I %
(Limit, 3.500 mgd) (Limit, 30 mg/1) reduction
January
0.934
238.0
4.3
98.2
February
1.055
192.0
9.8
94.9
March
1.106
226.0
7.0
96.9
April
1.147
256.0
8.8
96.6
May
1.111
284.0
13.8
95.1
June
1.043
176.0
2.5
98.6
July
0.920
179.0
2.7
98.5
August
1.002
187.0
3.7
98.0
September
1.068
236.0
11.4
95.2
October
0.990
249.0
7.0
97.2
November
1.193
206.0
11.2
94.6
December
1.324
194.0
6.6
96.6
avg.
1.074
218.6
7.4
96.7
Inf TSS EFF TSS Fecal Coliform
Month mg/I mg/I % per 100 ml
(Limit, 30 mg/i) reduction (Limit, 200/100 mis)
January
246.0
2.9
98.8
< 4
February
182.0
6.2
96.6
< 13
March
233.0
3.6
98.5
< 22
April
286.0
2.5
99.1
< 4
May
325.0
6.2
98.1
< 4
June
233.0
2.7
98.8
< 17
July
222.0
2.9
98.7
< 10
August
258.0
3.4
98.7
< 28
September
240.0
2.9
98.8
< 32
October
256.0
2.7
98.9
< 13
November
199.0
3.3
98.3
22
December
189.0
3.1
98.4
< 26
avg.
239.1
3.5
98.5
< 16

NPDES# NC 0039578
TWSA Plant # 1 Daily Flows
2018
Permitted Flow- 3.5mqd
Date Jan Feb Mar Apr May
Yearly Monthly Avg.
Yearly Daily Avg.
Yearly Daily Max
Jun July
1.074
1.074
4.496
Aug Sep
Oct Nov Dec
pi��
--g
'*- 70
2
0.604
0.932
2.489
0.806
1.222
1.875
0.777
1.187
1.088
1.086
1.130
1.451
Tills.�
4
0.777
0,914
1.112
1,135
1.123
0.995
0,881
1,324
0.954
1.132
1.163
1.425
- L,-o
6
0.838
1.124
0,918
1.194
0.981
1,038
0.899
0.803
1.281
1.076
1.224
1.321
8
0.646
1.164
0.922
1.144
1.113
0.968
0,903
0,968
0.955
0.643
1.293
1.406
10
0.694
0,993
0.521
1,197
1.107
0.908
0.906
0.888
1.094
0.720
1.034
1.533
1!
12
1.031
0.862
0.847
1.237
1.081
1.007
1.000
0.861
1.137
1.059
1.086
1.467
14
1.081
1.264
1.192
0.991
0.758
0.888
0.938
0.827
1,037
0.811
1.560
1.287
16
1,040
1.038
0.938
1.349
0.825
1.375
0.927
0.883
1,023
1,081
2.038
1.039
:1
, , "Q
010-.11"....
'Iii�l; , "'.1
, i0e$
" * ..'! i � i � i I " "'. .1
'... ' - �,'n
-, 4,
18
1.045
1.004
1.054
1.226
0.956
0.987
1.348
1.003
1.064
1.253
1.173
0.967
7�55Ti
iiTT5-IQLR--,-T
20
1,040
1.101
1.216
1.106
1.123
0.933
0,999
0.993
1.018
0.906
1,256
1.052
22
0.864
1.354
1.181
0.921
1.255
0.786
0.937
1.102
1.125
0,975
0.981
1.512
.02Ea
'i!ijijl
1jil
24
1.005
1.154
1.031
1.317
0.994
0.844
0.964
1.065
0.925
1.021
0.837
0.982
, 0
0 i'o
26
0.998
0,873
1.533
1.443
0.891
0.977
0.987
0.943
1.110
0.985
0.942
0.688
j L
-
"927
i
......
28
0.817
1.063
1.238
1.389
0.944
0.968
0.855
1.084
1.126
1.008
1,177
0.917
30
1.011
0.996
0.974
1.842
0,868
0,825
1.053
1.072
1.157
1.256
1.85
€7,
"ERA I 0,934
1 1.055
1 1.106
1 1.147
1 1.111
1 1.043
1 0,920
1 1.0024
1 1.068
1 0.990
1 1.193
1 1.324
N20.
7740.
0.521
0.785
0.641
0550
0.569
0.803
0.740
01643
0.683
0.688

TWSA Plant # 2
Location: 114 East Hometown Place Rd.
Sylva, North Carolina 28779
Operator in Responsible Charge: Ben Henson, ORC
828-508-2209
or
Contact: Stan Bryson
Wastewater Operations Superintendent
1246 West Main St.
Sylva NC 28779
ph: 828-586-9318
TWSA Plant # 2 is operated under the authority of the following permit, as issued by the North
Carolina Dept. Of Environment and Natural Resources: NCO020214 NPDES Discharge Permit
TWSA Plant # 2 discharges from one outfall into Scott Creek which is classified Class C-Trout
waters in the Little Tennessee River Basin. The plant process is a conventional activated sludge
process with a design capacity of 0.5 million gallon/day. The plant consists of the following unit
processes, manually cleaned bar screen, aerated grit removal, activated sludge with secondary
clarification and chlorination and dechlorination facilities. The addition of a surge (ec) basin is
needed to maximize the treatment capacity of the plant. The major concern at this facility is the
outdated and mismatched electrical facilities. The electrical facilities will have to be substantially
upgraded to allow the Authority to move forward with any plant improvements.
The average daily flow at the facility during the year 2018 was .160 mgd. This represents
26% of plant capacity and was a 6% decrease from the avg. daily flow during 2017. The highest
monthly average in 2018 occurred in December and was recorded as 0.216 mgd. This represents
43.2% of total plant capacity and was a 0.8% increase from 2017. The highest daily recorded
flow in 2018 was .510 mgd and occurred Dec 29th, 2018. This represented 102% of total plant
capacity. This was the only day in 2018 when the recorded flow was greater than plant capacity.
This plant produced 250,000 gallons of waste sludge during 2018. These residuals totaled 20.45
dry tons and represented 8.0 % of the total residuals generated by the Authorities facilities.
This sludge was hauled to via tank truck to TWSA Plant #1 for treatment.
Overall performance of the TWSA #2 wastewater plant for the calendar year of 2018 was
excellent. There were no violations of permitted monthly, weekly or daily limits during the
2018 calendar year. On average, there was a 97.6% reduction in the amount of pollutants
in the water after treatment.
This facilities permit was renewed on July 1, 2018 and expires Oct 31, 2022.

2018
Monthly Performance Summary of Wastewater Plant Operations
TWSA Plant # 2 (NC0020214)
Flow Inf Bod Eff BOD
Month mgd mg/l mg/l %
(Limit, 0.500 mgd) (Limit, 30 mg/1) reduction
January
0.092
194.0
8.3
95.7
February
0.139
177.0
4.8
97.3
March
0.129
178.0
2.8
98.4
April
0.107
159.0
4.4
97.2
May
0.120
240.0
5.1
97.9
June
0.126
156.0
4.7
97.0
July
0.123
177.0
9.8
94.5
August
0.126
196.0
3.8
98.1
September
0.110
229.0
6.2
97.3
October
0.112
251.0
4.4
98.2
November
0.156
187.0
8.6
95.4
December,
0.216
148.0
3.5
97.6
avg.
0.130
191.0
5.5
97.1
Inf TSS Eff TSS
Month mg/I mg/l %
(Limit, 30 mg/1) reduction
Fecal Coliform
per 100 ml
(Limit, 20D/100 mis)
January
264.0
4.9
98.1
< 4
February
117.0
3.6
96.9
< 4
March
177.0
2.5
98.6
< 4
April
206.0
2.6
98.7
< 4
May
141.0
2.5
98.2
< 4
June
225.0
2.8
98.8
< 4
July
215.0
3.5
98.4
< 4
August
260.0
3.0
98.8
< 4
September
300.0
3.2
98.9
< 4
October
310.0
8.8
97.2
< 8
November
243.0
6.6
97.3
< 4
December
121.0
4.0
96.7
< 4
avg.
214.9
4.0
98.1
< 4

Date Jan '18 Feb '18
NPDES# INC 0020214
TWSA Plant # 2 Daily Flows
2018
Permitted Flow- 0.500 mgd
Mar'18 Apr'18 May'18
Yearly Monthly Avg. 0.130
Yearly Daily Avg. 0.130
Yearly Daily Max 0.510
Jun A 8 July '18 Aug 18 Sea '18 Oct '18 Nov A 8 Dec '18
2
0.083
0,082
0.283
0.094
0.099
0.170
0,133
0.220
0.110
0.115
0.162
0.256
4
0,101
0.083
0.179
0.102
0.112
0.172
0,120
0.181
0.108
0.091
0.118
0.162
. . .
. ...........
Q4
6
0.093
0.118
0.137
0.089
0.092
0.126
0.121
0.138
0.121
0.102
0.155
0.127
8
0,077
0.145
0.129
0.118
0.090
0.115
0.117
0.123
0.095
0.107
0.162
0.145
;V
10
0,083
0.113
0105
0.095
0.091
1 0.115
0.121
0,110
0.120
0.107
0.136
0.272
12
0.158
0.233
0.128
0.079
0.089
0.103
0.112
0.121
0.119
0,135
0.122
0.198
14
0.106
0.205
0,093
0.081
0.077
0,111
0,124
0.125
0.113
0.101
0.187
0.195
gi.
16
0.092
0.164
0.108
0.188
0.099
0,093
0.118
0.133
0.064
0.112
0.287
0.182
W 5
.7,
18
0.078
0.153
0.098
0.102
0.169
0.114
0.114
0.114
0.115
0.111
0.169
0.134
5T 7IT
77
20
0.073
0.128
0.100
0,091
0.132
0.126
0,105
0.121
0.126
0.097
0.133
0.136
... ......
.1. . ....
14
22
0.079
0.128
0.094
0,086
0.111
0.106
0,127
0.147
0.099
0.101
0.128
0.320
IMIT
24
0.085
0.102
0.090
0.071
0J09
0.048
0.122
0.099
0.108
0.093
0.166
0.217
""'
"69
26
0.073
0.105
0,148
0.117
0.092
0.123
0,115
0.091
0.096
N6
0.139
0.138
0.163
28
0.098
0.092
0,113
0.118
0.120
0.159
0,088
0.110
0.148
0.121
0.123
0.479
30
0.096
0.123
0.096
0.180
0.157
0.114
0.136
0.101
0.098
0.126
0.358
...........
AVERAI
0.092
1 0.139
0.129
0.107
0.120
0.126
0.123
0.12 6
0,110
'11
0 2.
15
6. 6
1 6-216
MAXIM
MINI AU
0.067
0.077
0.090
0.071
0.068
0.048
0,088
0.091
0.058
0.086
0,109
0.127

TWSA Plant # 3
Location: 851 Cashiers Lake Rd.
Cashiers, North Carolina 28717
Operator in Responsible Charge: Ben Henson, ORC @ ph 828-743-5793
or
Contact: Stan Bryson
Wastewater Operations Superintendent
1246 West Main St.
Sylva NC 28779
ph: 828-586-9318
TWSA Plant # 3 is operated under the authority of the following permit, as issued by the North
Carolina Dept. Of Environment and Natural Resources: NCO063321 NPDES Discharge Permit
TWSA Plant # 3 discharges from one outfall into an unnamed tributary to the Chatooga River
which is classified as Class B-Trout ORW waters in the Savannah River Basin. The plant process
is a conventional activated sludge process with a design capacity of 0.200 million gallon/day.
The plant consists of the following unit processes, manually cleaned bar screen, extended air
activated sludge with secondary clarification, tertiary filters and chlorination and dechlorination
facilities. The addition of a band screen at the headworks would greatly improve operations and
the quality of sludge the plant produces.
The average daily flow at the facility during the year 2018 was 0.090 mgd this represents 45%
of plant capacity and was a 9% increase from the avg daily flow during 2017. The highest
monthly average during 2018 occurred in June and was recorded as .130 mgd. This represents
65% of total plant capacity and represents a 15.7% increase from 2017. The highest daily
recorded flow in 2018 was .216 mgd and occurred May 30th, 2018. This represented 108% of
total plant capacity.
This plant produced 75,000 gallons of waste sludge during 2018. These residuals totaled
8.87 dry tons and represented 3.5% of the total residuals generated by the Authorities facilities.
This sludge was hauled to TWSA Plant #1 for treatment.
Overall performance of the TWSA #3 wastewater plant for the calendar year of 2018 was
excellent. There were no violations of permitted monthly, weekly or daily limits during the
2018 calendar year. On average, there was a 96.7% reduction in the amount of pollutants
in the water after treatment.
The permit for this facility was renewed effective November 1, 2017 and will expire on Aug 315C°
2022.

2018
Monthly Performance Summary of Wastewater Plant Operations
TWSA Plant # 3 (NC0063321)
Flow Inf Bod Eff BOD
Month mgd mg/I mg/I %
(Limit, 0.200 mgd) (Limit, 15 mg/1) Reduction
January
0.063
119.0
4.3
96.4
February
0.098
93.8
2.9
96.9
March
0.074
140.0
2.9
97.9
April
0.074
192.0
3.1
98.4
May
0.112
216.0
5.6
97.4
June
0.130
206.0
5.3
97.4
July
0.106
271.0
6.6
97.6
August
0.094
248.0
5.7
97.7
September
0.077
347.0
2.8
99.2
October
0.076
259.0
6.0
97.7
November
0.086
177.0
5.8
96.7
December
0.095
125.0
2.8
97.8
avg. 1
0.090
199.5
4.5
97.6
Inf TSS Eff TSS Fecal Coliform
Month mg/l mg/l % per 100 ml
(Limit, 30 mg/1) reduction (Limit, 2001100 mis)
January
135.0
7.9
94.1
< 4
February
194.0
3.3
98.3
< 4
March
169.0
7.1
95.8
< 4
April
106.0
3.9
96.3
< 5
May
138.0
7.7
94.4
< 4
June
138.0
5.6
95.9
< 4
July
174.0
6.6
96.2
< 5
August
143.0
9.8
93.1
< 4
September
258.0
5.9
97.7
< 5
October
185.0
8.5
95.4
< 5
November
151.0
10.6
93.0
< 4
December
151.0
3.8
97.5
< 5
avg.
161.8
1 6.7 1
95.7
< 4

NPDES# NC 0063321
TWSA Plant # 3 Daily Flows Yearly Monthly Avg. 0.090
12 Month Avg Yearly Daily Avg. 0.090
Permitted Flow- 0.200 m9d Yearly Daily Max 0.216
Date Jan 18 Feb '18 Mar'l 8 Apr'18 May '18 Jun `18 July '18 Aug 18 Sep '18 OCT '18 Nov '18 Dec 18
2
0.037
0.067
0.097
0.054
0.081
0.175
0J35
0.102
0.056
0.085
0.102
-olo97
4
0.043
0.057
0.076
0.059
0,078
0.117
0.104
0.179
0.084
0,060
0.067
0.062
0"
6
0.062
0.062
0.079
0.061
0.090
0.142
0.120
0.107
0.077
0.091
0.084
0.065
77�
8
0.052
0.106
0.070
0.054
0,077
0.120
0.117
0,075
0.101
0.054
0.066
0.070
10
0,038
0.067
0.071
0.058
0.083
0.148
0.086
0.107
0,071
0,079
0.092
0.079
T 7 i � i 7 QF- wR ,T � i � 7 � �
77
12
0.159
0.194
0.072
0.064
0.085
0.113
0.115
0.110
0.081
0.147
0.061
0.055
14
0.076
0.115
0.085
0.056
0.055
0.122
0.111
0.085
0.089
0.080
0.078
0.075
16
0.071
0.104
0.088
0.126
0.090
0.123
0.102
0.106
0.079
0.071
0.105
0.113
,.4
18
0.045
0.116
0.067
0.058
0.130
0.109
0.106
0.083
0,057
0.067
0.076
0,087
20
0.047
0.100
0.073
0.057
0.149
0.163
0.101
0.090
0.058
0.082
0.095
0.099
A
22
0.050
0.130
0.065
0.062
0.088
0.127
0.102
0.090
0.069
0.060
0.100
0.119
7775%0577
77iTo-JOR-1,577
MIT
24
0.054
0.100
0.039
0.120
0.094
0.109
0.101
0.074
0.056
0.060
0.133
0.100
26
0.056
0.090
0.073
0.086
0.124
0.130
0.102
0.106
0.058
0.092
0.087
0.066
28
0.065
0.083
0.077
0.086
0.159
0.107
0.067
0.067
0.130
0.105
0.072
0.207
0€0-pl
..
..............
.....
.0
7
.0 3
30
0.056
0.068
0.076
0.216
0.110
0.101
0.080
0.085
0.058
0.094
0.137
0; 07
AVERAI
0.063
1 0.098 10.074
1 .0.074
1 0.112
I 0.130
1 0.108
0.094 _L_
0.077
1 0.0761
0.086
1 0-095
1.0.
MINIMUI
0.037
1 0.057
1 0.039
1 0046
1 0055
0.103
0.067
0.063
0.056
0.053
0.055
0.050

Whittier WWTP
Location: 294 Clearwood Drive
Whittier, North Carolina 28789
Operator in Responsible Charge: Harvey Bingham, ORC
828-506-3323
or
Contact: Stan Bryson
Wastewater Operations Superintendent
1246 West Main St.
Sylva NC 28779
ph: 828-586-9318
The Whittier Sanitary District currently contracts operation and maintenance of the Whittier
WWTP to the Tuckaseigee Water and Sewer Authority.
Whittier WWTP is operated under the authority of the following permit, as issued by the North
Carolina Div. of Water Resources: NCO087602 NPDES Discharge Permit
The Whittier WWTP discharges from one outfall into the Tuckaseegee River which is in the
Little Tennessee River Basin. The plant process is a conventional activated sludge process with a
design capacity of 0.100 million gallon/day. The plant consists of the following unit processes,
influent pump station, manually cleaned bar screen, extended air activated sludge with secondary
clarification, tertiary filters and ultra -violet light disinfection facilities.
The average daily flow at the facility during the year 2018 was .011 Mgd this represents 11% of
plant capacity and is a 3% increase from 2017. The highest monthly average occurred in
December and was recorded as .017 mgd. This represents 17% of total plant capacity and was a
6% increase from 2017_ The highest daily recorded flow in 2018 was .089 mgd and occurred
Dec 30th, 2018. There were zero (0) days in 2018 when the recorded flow was greater than plant
capacity.
There were no violations of permitted monthly, weekly or daily limits during the 2018 calendar
year except for the following:
The facility was noncompliant during the month of November for the average % reduction of
TSS (total suspended solids). The permit requires the facility to achieve a reduction of 85% in
the amount of TSS influent to the facility. For the month of November 2018 this reduction was
only 78.4%.
Observation of the location of the Influent sample intake led operators to believe the
solids were settling out before the sample was taken. This along with dilution of the wastewater
by high rainfall totals resulted in the avg for TSS in the Influent being somewhat lowered.

Even though the facility was operating well within the TSS limits of what could be discharged in
the Effluent, the % reduction criteria was not met. Since relocation of the sampling point to
obtain a more representative sample, the Influent TSS concentration has increased allowing the
facility to better meet the % reduction criteria.
The yearly avg. % reduction of the amount of pollutants in the effluent was calculated at 93.3%
A request for renewal of the discharge permit for this facility has been submitted to the
NCDENR.

2018
Monthly Performance Summary of Wastewater Plant Operations
Whittier WWTP (NC0087602)
Flow Inf Bod Eff BOD
Month mgd mgll mg/l %
(Limit, 0.100 mgd) (Limit, 30 mgll) Reduction
January
0.007
247.0
4.9
98.0
February
0.012
89.4
3.6
96.0
March
0.009
87.8
2.8
96.8
April
0.008
102.0
4.1
96.0
May
0.013
78.7
4.8
93.9
June
0.012
148.0
5.2
96.5
July
0.009
86.4
4.1
95.3
August
0.010
76.4
3.2
95.8
September
0.012
97.6
3.0
96.9
October
0.015
109.0
3.6
96.7
November
0.015
68.1
2.8
95.9
December
0.017
172.0
3.4
98.0
avg.
0.012
113.5
3.8
96.3
Inf TSS Eff TSS Fecal Coliform
Month mgll mgll % per 100 ml
(Limit, 30 mgll) reduction (Limit, 200/100 mis)
January
395.0
8.1
97.9
< 4
February
73.4
13.6
81.5
< 5
March
83.6
6.9
91.7
< 4
April
113.0
8.6
92.4
< 4
May
61.9
9.3
85.0
< 4
June
117.0
7.4
93.7
< 12
July
67.6
5.4
92.0
< 4
August
50.5
3.8
92.5
< 4
September
75.8
4.7
93.8
< 8
October
77.5
9.1
88.3
< 5
November
53.3
11.5
78.4
< 4
December
353.0
16.9
95.2
< 4
avg.
126.8
8.8
90.2
< 5

Whittier WWTP Daily Flows Yearly Monthly Avg.
2018 Yearly Daily Avg.
Permitted Flow-0.100 mgd Yearly Daily Max.
Date Jan'18 Feb '18 Mar'18 Apr '18 May'18 June'18 July,18
0.011
0.011
0.089
Aug '18 Sep '18 Oct 18 Nov '18 Dec '18
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The annual report of the Tuckaseigee Water and Sewer Authority Wastewater operations is
available to the public for review at the central offices located at 1246 West Main St. Sylva, NC
28779.
Notification of the availability of this report has been made to the customers or users of these
facilities through advertisements in the print media located in the geographic area the Authority
serves.
I certify under penalty of law that this report is complete and accurate to the best of my
knowledge. I further certify that this report has been made available to the user or customers of
the maned system and that those users have been notified of its availability.
Stan Bryson Dated: 2I23119
Wastewater Plant Operations Supt.
Tuckaseigee Water and Sewer Authority

.a
State of North Carolina
Department of Environment and Natural Resources
i:"i Z.,ul ,5 � ; �� Division of Rater Resources
Division of Water Resources Collection System Sanitary Sewer Overflow Reporting Form
Form CS-SSO
PART I:
This form shall be submitted to the appropriate DWR Regional Office within five business days of the first knowledge of the
sanitary sewer Voverflowerow (SSO).
Permit Number. QGS 0(7,0 (WQCS# if active, otherwise use WQCSD#)
Facility: lRi C A Incident # Owner:
Region: _��)C� S3k�c'�'V City: County:
Source of SSO (check applicable): Sanitary Sewer ❑ Pump Station / Lift Station
SPECIFIC location of the SSO (be consistent in description from past reports or. documentation - i.e. Pump
Station 6, Manhole at Wesrt-all & Bragg Street, etc.): IN t�,SIIAC�k e)"A SCA"G Creek- Rd
Manhole #:
Latitude (degreeslminute/second): Longitude (degrees/minute/second):
Incident Started Dt: kb-A-9 ),�_ Time: I I �_ Incident End Dt: - b--'d\9- Time: I:A ; I
(mm-dd-yyyy) (hh:mm) 1&PM (mm-dd-yyyy) (hh:mm) AM,tE!O
Estimated volume of the SSO: 00 gallons Estimated Duration (round to nearest hour): f hour(s)
Describe how the volume was determined: 1C S , yv-\a P �,
Weather conditions during the SSO event: ;rr j r i ''i
Did the SSO reach surface waters? 9-Yes ❑ No ❑ Unknown
Volume reaching surface waters: 2�D6 _ gallons Surface water name:
Did the SSO result in a fish kill? ❑ Yes �No ❑ Unknown
If Yes, what is the estimated number of fish killed?
SPECIFIC cause(s) of the SSO:
❑Severe Natural Conditions ❑ Grease
❑Pump Station Equipment Failure ❑ Power Outage
❑Other (Please explain in Part II)
[]Roots El Inflow & Infiltration
❑Vandalism ®iris in line ❑Pipe Failure (Break)
24-hour verbal notification (name of person contacted): �' ► )fY� _ {��, YYt
�pWR ❑Emergency Management Date (mm-dd-yyy): I( a'� 9-12 Time: (hh:mm AIW& 3 f 5
Per G.S. 143-215.1 C(b), the owner or operator of any wastewater collection system shall:
In the event of a discharge of 1,000 gallons or more of untreated wastewater to the surface waters of the State, issue
a press release to all print and electronic news media that provide general coverage in the county where the
discharge occurred setting out the details of the discharge. The press release shall be issued within 24 hours after
the owner or operator has determined that the discharge has reached surface waters of the State.
In the event of a discharge of 15,000 gallons or more of untreated wastewater to the surface waters of the State, .
publish a notice of the discharge in a newspaper having general circulation in the county in which the discharge
occurs and in each county downstream from the point of discharge that is significantly affected by the discharge. The
Regional Office shall determine which counties are significantly affected by the discharge and shall approve the form
and content of the notice and the newspapers in which the notice is published.
WHETHER OF NOT PART 11 IS COMPLETED, A SIGNATURE 1S REQUIRED SEE PAGE 13
Form CS-SSO Page I

Debris in fine Rocks sticks rags and other items not allowed in the collections stem etc.
What type of debris has been found in the line? U�I✓��,z_ �G s �.. _ _
Suspected cause or source of debris:
Are manholes in the area secure and intact?
[}'''es ❑ No ❑NA ❑ NE
When was the area last checkedldeaned?
Have cleaning and inspections ever been increased at this location ❑ Yes N o ❑NA ❑ NE
due to previous problems with debris?
Explain:
Are appropriate educational materials being developed and distributed ❑ Yes ❑ No S NA ❑ NE
to prevent future similar occurrences?
Comments:
� � � � � ' Cam- Dn)-e^�YYit� CC-C, t.�`f'�(�e ►UCH
Q, •, :�}�. �c7L.,�1..`�'� d" -�i�:� CJ1 �U VQ01-
Form CS-SSO Page 10

System Visitation
ORC
Backup
Name:y_
Certification Number: 99 5 0
Date visited: 0 �A 2— D
Time visited:
How was the SSO remediated (i.le. Stopped and cleaned up)?
Yes ❑ No
Ni-'qes ❑ No
As a representative for the responsible party. 1 certifv that the information contained in this report is true and accurate to my
best of my knowledge.
Person submitting claim: _ - 'l'j \ryl Vnom s Date: _ I D— 1) 0
Signature: i�.Cs�}�/Y`M,n�r �b� Title: C
Telephone Number:
Any additional information desired to be submitted should be sent to the appropriate Division Regional Office within five
business days of first knowledge of the SSO with reference to the incident number (the incident number is only generated
when electronic entry of this form is completed, if used).
Form CS-SSO Page 13

.: . W g rF9Q
Michael F. Easley, Governor
August 10, 2007-
Mr. Stan Bryson
Wastewater Superintendent
1246 West Main Street
Sylva, North Carolina 28779
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Coleen H. Sullins, Director
Division of Water Quality
Subject: General Permit No. NCG110000
TW SA Plant # 1
COC No. NCGI10111
Jackson County
Dear Mr. Bryson:
In accordance with your application for a discharge permit received on June 19, 2007, we
are forwarding herewith the subject certificate of coverage to discharge under the subject state —
NPDES general permit. This permit is issued pursuant to the requirements of North Carolina
General Statute 143-215.1 and the Memorandum of Agreement between North Carolina and the
US Environmental Protection Agency dated May 9, 1994 (or as subsequently amended).
Please take notice that this certificate of coverage is not transferable except after notice to
the Division of Water Quality. The Division of Water Quality may require modification or
revocation and reissuance of the certificate of coverage.
This permit does not affect the legal requirements to obtain other permits which may be
required by the Division of Water Quality or permits required by the Division of Land
Resources, Coastal Area Management Act or any other federal or local governmental permit that
may be required.
If you have any questions concerning this permit, please contact Bethany Georgoulias at
telephone number [phone] ext. 529.
Sincerely,
Coieen H. Sullins
cc: Asheville Regional Office
Central Files
-Stormwater Permitting Unit Files,
North Carolina
,Naturally
North Carolina Division of Water Quality 1617 Mail Service Center Raleigh, NC 27699-1617 Phone [phone] Customer Service
Internet: h2o.enr.state.nc.us 512 N. Salisbury St. Raleigh, NC 27604 FAX [phone]
An Equal Opportunity/Affirmative Action Employer — 50% Recycled110% Post Consumer Paper

STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
GENERAL PERMIT NO. NCGI10000
CERTIFICATE OF COVERAGE No. NCG110111
STORMWATER DISCHARGES
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
In compliance with the provision of North Carolina General Statute 143-215.1, other lawful
standards and regulations promulgated and adopted by the North Carolina Environmental
Management Commission, and the Federal Water Pollution Control Act, as amended,
Tuckaseigee Water & Sewer Authority
is hereby authorized to discharge stormwater from a facility located at
TWSA Plant #1
1871 North River Road
Sylva
F Jackon County
to receiving waters designated as -the Tuckasegee River, a class C-Tr-water in the Little
Tennessee River Basin, in accordance with the effluent limitations, monitoring requirements, and
other conditions set forth in Parts I, II, III, IV, V, and VI of General Permit No. NCGI 10000 as
attached.
This Certificate of Coverage shall become effective August 10, 2007.
This Certificate of Coverage shall remain in effect for the duration of the General Permit.
Signed this day August 10, 2007.
for Coleen H. Sullins, Director
Division of Water Quality
By the Authority of the Environmental Management Commission

it
LOCATION MAP:
Latitude: 35020'59" N,�q,
NCG110111
Facility.
Longitude: 83'14'21" W
County: TWSA Plant #1
�
Location vet:
Jackson
Stream Class: C-Tr
Receiving Stream: Tuckasegee River
Map not to scale
Sub -basin: 04-04-02 (Little Tennessee River Basin)
[JI%-CtIL

NCG110111 June 29, 2007
B. Georgoulias
Tuckaseigee Water & Sewer Authority - TWSA Plant #1
rev. 7/27/07
Summary
This facility submitted a Notice of Intent to be covered under General Permit NCG110000
(Treatment Works). The stormwater discharge drains to the Tuckasegee River (that's
right —no "i" in there —Class C-Tr), in the Little Tennessee River.Basin. This facility is
located in Jackson County, handled by the Asheville Regional Office.
Application review
a) The permit application has been signed and sufficiently completed. Yes
b) The SIC code accurately describes this facility's activities and is covered by this
general permit. Yes, SIC 4952 (Sewerage Systems). Facility is a domestic
wastewater treatment plant (? 1.0 MGD). Qualifies as a Treatment Work
subject to NPDES stormwater requirements per 40 CFR 122.26.
c) Does the facility propose a new or expanding wastewater discharge to ORW
waters (not allowed), or waters upstream of ORW (special limits may apply)?
No.
d) DEH or Shellfish Sanitation Approval Required? NIA
e) Does this facility have other permits? Yes; NCO039578 & WQ0005763
f) Hazardous Waste Activities? No.
g) DLR Mining Permit status: NIA
h) Regional Office input requested: 6/29/07 (ARO contact L. Moorhead).
RO Approval received: No objection reed within 30 days (see attached e-mail)
i) Is an ATC Required (NCG02 or NCG14)? No.
j) Erosion/Sedimentation Plan Approval for NCG14 or NCG02 ATC? NIA
k) Application approved? Yes.
1) In Mecklenburg or Wake County (If so, copy final COG there)? No.
m) Special Notes: None
Phone logs
None.

NOl frW1A
Subject: NO[ from TWSA
From: Bethany Georgoulias <Bethany.Georgoulias@ncmaiI net>
Date: Fri, 29 Jun 2007 14:42:41 -0400
To: Laurie Moorhead <[e-mail]>
Hi Laurie,
Happy almost July! We've received an NOI from the Tuckaseigee Water and Sewer
Authority for coverage of their Plant #1 under NCG11. They discharge stormwater to
the Tuckaseigee River (Class C-Tr). A copy of the NOI is attached.
Does the Asheville Regional office have any concerns about issuing this facility a COC
for this general permit? If we don't receive any objections, we'll issue the COC in
30 days.
Thanks,
BG
Bethany Georgoulias
Environmental Engineer
NC DENR DWQ
Stormwater Permitting Unit
[phone], ext. 529
[e-mail]
Content -Type: application/pdf
NCG110111_N0I.pdf
Content -Encoding: base64
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