WQ0005763_Annual Performance_20190225

TUCKASEIGEE WATER & SEWER AUTHORITY
SERVING JACKSON COUNTY
1246 West Main Street
Sylva, NC 28779
Phone: [phone] • Fax: [phone]
RECEIVED/DENP'/DWR
FEB 2 5 2019
Feb 20th,2019
''11��41if�i ecti n
System Performance Annual Report
Division of Water Resources
1617 Mail Service Center
Raleigh NC 27699
Subject: System Performance Annual Report
Attn Division of Water Resources
Please find attached three copies of the System Performance Annual Report of the
Tuckaseigee Water and Sewer Authority for the calendar year 2018.
Please contact me if you have questions or comments.
Sincerely,
Stan Bryson
Wastewater Plant Operations Supt.
Tuckaseigee Water and Sewer Auth.
This institution is an equal opportunity provider and employer.

2018
ANNUAL PERFORMANCE REPORT
for
Tuckaseigee Water and Sewer Authority
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 operation of these facilities for the 2018
calendar year.
TWSA Plant # 1
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: NC0039578 NPDES Discharge Permit
WQ0005763 Residuals Permit
Air Quality Permit#08420R01
Stormwater Permit#NCG110111
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 of 3.5 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 29th,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
MonthlyPerformance Summary of Wastewater Plant Operations
TWSA Plant#1 (NC0039578)
Flow Inf Bod EFF BOD
Month mgd mg/I mg/I %
(Limit, 3.500 mgd) (Limit, 30 mg/I) 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

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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: NC0020214 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(eq)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/I mg/I %
(Limit, 0.500 mgd) (Limit, 30 mg/I) 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 Fecal Coliform
Month mg/I mg/I % per 100 ml
(Limit, 30 mg/I) reduction (Limit, 200/100 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

NPDES# NC 0020214
TWSA Plant#2 Daily Flows Yearly Monthly Avg. 0.130 •
2018 Yearly Daily Avg. 0.130
Permitted Flow-0.500 mgd Yearly Daily Max 0.510
Date Jan '18 Feb '18 Mar'18 Apr'18 May'18 Jun '18 July'18 Aug '18 Sep '18 Oct'18 Nov'18 Dec'18
• ::•:1i ' 0.084•• • : 0,108 .:. ':.:.: 0,211:'"': ••.:':0:111 • :::'.::0:095 :••. ''0.219 '•: . 0.136 .• .:::':::0:145 0.100•i,ii 0.112 .:1.:•:i 0.119 •0.265`'.
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
: :0', ,. 0,070.•.::.:..':..00.077•i•:•:: : 0:196 0,112 • :,i i'0.091 :.. 0,1,11....... 0.123 .•: :' •.:0:1$0 0:1.03i. 0.11$:.•:.•1::`:•'0,115. ...0:230
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
:iii:i i5 :. • 0.072• : . 0.112 •• 0.144•. •:' 0.110 .. ..`:i9,077. •.:...:0.149 • :1).123 • '0.143 0.108::::` '0:09&' :..• 0.138.::: ...0.164::•:.
6 0.093 0.118 0.137 0.089 0.092 0.125 0.121 0.138 0.121 0.102 0.155 0.127
7 '. 0:086 ,... 0,166�'';: ._'.••0.:103;=';:'• :0:1.72 •0,'15'I':°..
�.� � ,.... 0:10�� :• Q,1�2:: °� . .•.0:11�: :;�:��°b:Q90:i:.:..;;':':gi;1•�6�� • :;:::o:.��.1�:�:..;...°�0.12�
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
!ii:i"i'.9' ' Q.082 ;0,136. .•:..••. 0.101:::;':•'' .0:094 •• •.''0:081:.. :. ..:•••,:0;1•31 '0:118 : . :0:153'. . 0,1.10€ •' . 0::117••.:';' '': 0.122'..:•• •'•• '0.270:•:'•
10 0.083 0.113 0.105 0.095 0.091 0.115 0.121 0.110 0.120 0.107 0.136 0.272
:111 ,•. 0467..... •..•::6294..... 0.10�].ii •:.....0;1196:.:.: Q 003. ":•:'0.136 • •0,109::: •' ;0:119•. 0:1 ' '•..,. :0.163 0,1.18°:_:. .. 0:238
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
,:i::'s:i13''.••• 0,1.53: ..:.• •• 0.289H•' 0.137• ; 0,102 •.• '.:: 0.093. .' :'•':•0:126•: ':•0::11.0:':'.:.• '0.120.' •0.'131 ..0.094..::i. ' 0.329'.: •r •0.159':.:;..
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
°i!15... .: •0:087'`:.'.., 0,193:• ,-•• 0,120 ' 0.084 ,..•::G.081 ... 0;116': .. .0:1$O;i `:.'!;'... 0.,100'•..'•^ .0,080:•::. .0.1119• .s.:.:.0.283`':•; • 0 17.2.•.'.•
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
E ;`;'`17 • 0:086s.::. ••• :0.157::•:;` " ' 0,095 :•0.101 •••:'.D•289 1 0.100i: . 0.251:::•i:i;: •• 0.115'::`..': :::•'0,058 ' •. 0.131 '1:'.'::•0.197'`.' ' 0,158::•.
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
•_'• ',i;19;;i;.. ::.'••0; 93.:i;:•.:...`.0130 '•: :::;!:•0.090:'i.''.',.•;: a?ia1 :'::.: .':•0A38. . ....
o,�Q . ''' OtO "..'' Q,11';: : i•.:0.1:1 •:. 0:10 ... .::4,17;:.: 0.1 :
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
2.1.•::•: 0,084 01113 ••';:::••0.111:;;,..•, :•::::0,084..•.• ` ' .411a • .0.100:••:" • 0.114..a.:.:•': 0.091..::i' 0:110 .••'' 0,096 .=:..°"••0.134'' •. 0:1&9.
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
:.... :•'.: . 0.104•. :::.::'°0,111:i:ii: °..':•0;097 ... .:•:••0,036..
„. . 0:111:) 0;076 '' ....0.107'..'::i;:•' 0.103°.'. `:i'.:'0,'115 •; ! , 0.104.. '';:.0,113 ::•`:'e,: .Q;9$6 ..:•
24 0.085 0.102 0.090 0.071 0.109 0.048 0.122 0.099 0.108 0.093 0.166 0.217
..25:,•.. 0.086i'. '0:101'•::i:;:4::'•.:0,176' •::i::.0.226 :.:• :0:085 • .0.062 :':::• 0.122 ,.•: 0.103.:: :°ii:::•:'0.108 :: :::.: 0.086 '' . .;::0.158,::::.: 0.1.49 ..
26 0.073 0.105 0.148 0.117 0.092 0.123 0.115 0.091 0.096 0.139 0.138 0.163
. : '... 0,082'i • ''0.105 ,:.: :;:.•.0,1:14 :.';•.:'•0124:.. : : 0:144:•.•::•:.•:..0:145'.'If .0::127 •:':.'0.106': ::•:0:110 • .:01187: 0;130;:i:•,.• .,. 0:141' i.
28 0.098 0.092 0.113 0.118 0.120 0.159 0.088 0.110 0.148 0.121 0.123 0.479
. • 29•:''' •'.i.•0,114 ' • ' 0.103 :Oi1.08 ' 0:.143'•::;:.:• 0.1:58 .•.:.0:106 ' ' •0,106 •• :::::..•0:092• • ':0,1:16 0,109 is'.. 0: 1•0. .
30 0.096 0.123 0.096 0.180 0.157 0.114 0.136 0.101 0.098 0.126 0.358
:::6.1:'•.. .:':o:o94'::::::i: `.. c•:. � : ,128:::i r:. ....::::::.•' * :!*:0,36$.:.: �..:::•�'..�:. * 0,1Q9' G.i 13::;.:...,.. . .:;. : •o:113' !. .. .:: .: ..o., 43::.:.
AVERAC 0.092 0.139 0.129 0.107 0.120 0.126 0.123 0.126 0.110 0.112 0.156 0.216
:MAXIM).: 0,158'.: _ • 0.294 • '.••• 0.288 :::•0,226: • 0.365• ', •'0:219i • 0251 ^:• 0.220:.:.• '. 0.196• • 0:187 , '•:0,329 30 1 _
MINIMUF 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: NC0063321 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 31st,
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/I) 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. 0.090 199.5 4.5 97.6
Inf TSS Eff TSS Fecal Coliform
Month mg/I mg/I % per 100 ml
(Limit, 30 mg/I) reduction (Limit, 200/100 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 6.7 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 mgd Yearly Daily Max 0.216
Date Jan '18 Feb'18 Mar'18 Apr'18 May'18 Jun '18 July'18 Aug '18 Sep '18 OCT'18 Nov'18 Dec'18
•.1 ,:.•Q;Q56.'••i:• `:'.' 0:059:''.. . 0,110:•''.•: 0.063_ 0.078.'i°: . ..0.172•.: ' 0107 .... ••..0.101•' ' • 0.091i:'•° ,:. 0070:;••`.i°' '::•.i.'0.069 0.0$2'..
2 0.037 0.067 0.097 0.054 0.081 0.175 0.135 0.102 0.097 0.056 0.085 0.102
.3' : .0,051 :i•:s:i ii::0 063 0:091• :::•. • .0,067•:..'• :' 040$8 :'.:` . 0.200....' 0>'135' ' ' .:::`0,128 0,090:::s.::' ' ' 0,058 :: :.•s:°0,07.7 '::: .0.08J
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
: ,•:'5.ii'`': 0:054•. 0486'- - '• ..•0,009•,•:. : .0.072 •••:' :0.081:.:,:•, _.0.100 . •:0:.124 • ..::0.132 .1' .404'487 .•. •.::•_'0.053: •.••.•0.060 , :' 0,080:':' '
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
E.•.•.;.'7: ' ' 0.052••• ::.:::`:4>073 , .N0138 ^ ' ,0:Q63 0r086. ::;::• •0,135. ''''••6.11.3 :s.•: • .'0:094.3. .;.i.0i079: .. •• •0 067 `••0.084 01067.:..:':
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
9 :!! . •::0,0x5•;:.:..i•'::iiii0 069 •:•:; •.::.:0,071i 'i'r, •.0,046.:_' _ :•0:0$9::;:�: .0.132:•''._..'.0:106: ' _..0;105•.:'`.' . .'0.079. :::' , ' '0 l6't: s:0.077. • •:0.0 '••
10 0.038 0.067 0.071 0.058 0.083 0.148 0.086 0.107 0.071 0.079 0.092 0.079
•: .1:1 ;:'••' .0453'::.::'':a:`::•:0'.:163•. ..:: 0.076'`.:iiii;: 0458 ' '0,0g4:i:;;'':.. 0.127 ' •':'•::.0;100.':• •• '.0;101::::..: •:'`'0:06,5' 41091 :: .: . .::i0,096 : .•••0:096
12 0.159 0.194 0.072 0.064 0.085 0.113 0.115 0.110 0.081 0.147 0.061 0.055
. 13 0.121__:• 0r'135• '• 04.59. .. 0.054 ..0-096:::: i::.• 0,1.16 `•:'0.111.i'i 0.10Q••:.• ` ._:.0.060•' ..: :. 0.0$a :; ••'`:::0:1:46 • _.0.Q65•
14 0.076 0.115 0.085 0.056 0.055 0.122 0.111 0.085 r 0.089 0.080 0.078 0.075
155•.'ii:•'• •0:056. '•. : :0::11.6' .'•.. •0 070• :•1:0.000 ' • • •'0,084 :•. . 0,110. .•:••'•'0:140:: • ' 0:086i':;': •':'0,053• •. :1•''.0.073 .•..: .i:;0:10$ . 1,134:.••''
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
17 ':.::;.0.054.''is :'i;•'•_0.1Q0:r:.a.....,0:077•: . :•:'0:081 ' `0120 .:.' .:0,1$0 ::::.0.110.:!-;.!:.i ..• 0.0$0i:;:i;; .:::i°'0 056, ..::':ifl:076''. :: '. 0,085 • -•0.091 .••.
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
. '19 0i0 'i. `:::0:Q115•:•'s:i : •0.0$1•ii:. .:...:•`.•0073'. ':0.174' • 0:1'21' ,:::0,093 :'•,:....:• 0,407:.:`:`.•s•••'•11077.•.:. . 0:070:~ ::i". 0,072•' . . '0.074:.
20 0.047 0.100 0.073 0.057 0.149 0.163 0.101 0.090 0.058 0.082 0.096 0.099
.'.'.21 .. . :•:;ii'0:0544`''•''.i::0110i'i` 0 069E::':. :0:073i. : • •.:0.135•• ..• 0:120, _ .:.4::1.23' '' 0.072::`:';;::ii::•CON, • ::`'i:0.073 • 0.075,....::. •.:_.0:132
22 0.050 0.130 0.065 0.062 0.088 0.127 0.102 0.090 0.069 0.060 0.100 0.119
2$ •: '.•::`;0'.:1:05 `,:i:i ''':'•::0.104•;'•'.: •..:•';0 088 ••. '.°i:;:••01075' ':''';0.100' •` ''01'50 :: 0 081.••.:':i 0.070ii:iy;•.'.i:;''::0,072 . '.a'i:'00.057:i':•'i• • •:•0:076':'; 0,087 .1
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. :_':i•':::::0.057: .i'': ': _0.096:•.•'''..••i0:088 _ ,••..••.' 1168r. .'.:'0.112_ . 0:1'00. : ' ';:':0;100•'':::•:..': 0.003';;::::.:''.•'0:00.'.•. :~'•':0:000 ''•.0:1:18.'; .. 0 07$ '.
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
'`•';27':: ,•'.::i'.•0,060i. : 0.062•':''°:'•'.:'•.;•0.057:: ' - 0,1,07 ' 0.178 :::...••:0.126 • •:.4,093•...:• 0,085 0.075:'•i:i' . 0,.128 .. ;.•',::*0,0.55'. . 0.102 .•
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
.'!i::20•;''': `.. •'.:i0.00$:` •. 0471;.;iia: 0:090T 0::188. • 0:1 455 0,060 „ °:0.070 . ..0•07gi::'. :::;:..0.003 . . :.'.`0 6 .'.. '0.200, •.
30 0.056 0.068 0.076 0.216 0.110 0.101 0.080 0.085 0.058 0.094 0.137
'':::':3:1'ii :.: 0:061`•. •.: :i:!:i'!:::: 0,076 ::'.:_::':::::;:.;::::::ii • ::::.':0.183.•:::•::. ::' :. . •:. 0.103 . •..`0 069•.. '' • :' •:::.:0 079 ' ' : ' • •, : 0,105 •:'
AVERAC 0.063 0.098 0.074 0.074 0.112 0.130 0.106 0.094 0.077 0.076 0.086 0.095
MAXIMU':•'•• 0.159' 0.194:•:' 0.110' ••• 0.158_:: •'•••0.21$ ._i::0,200• ' ,: :0140, . . .• :•0:179:'•..` '.•:.:0:1:30••': •0,147 0:145::::.:. 0:207
MINIMUI 0.037 1 0.057 0.039 0.046 0.055 0.103 I 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: NC0087602 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 mg/I mg/I %
(Limit, 0.100 mgd) (Limit, 30 mg/I) 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 mg/I mg/I % per 100 ml
(Limit, 30 mg/I) 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. 0.011
2018 Yearly Daily Avg. 0.011
Permitted Flow-0.100 mgd Yearly Daily Max. 0.089
Date Jan '18 Feb '18 Mar'18 Apr'18 May'18 June'18 July'18 Aug '18 Sep'18 Oct'18 Nov 18 Dec '18
1•`.' • 0•009 0.008 •:•: `. ••:0.034,: 0.001 .. .r;: 0.043 •: . .•:0;019•• ' 0.005 . '.::: 0,017 • •• 0,Q00 i•.•:..0.004•• 0,023 • •'•0.018
2 0.019 0.008 0.033 0.000 0.013 0.019 0.003 0.032 0.001 0.022 0.022 0.018
.. ..3'.:'••' . • 0:003 '. ' .'.•0,000••:: • '01000' : 0 029' :. .•0,008 . .. •0.033 •' 0,020 . ",:.; 0.029 • ' ' 0.015' 0,025 . ... 0.013•: , •'..0:008 •
4 0.004 0.001 0.002 0.013 0.008 ' 0.003 0.014 0.000 0.009 0.018 0.012 0.020
..a _:. •..:..0.000 s':._:0.002.... 0.000 . 0.007;...';, ';•0:000.... 0.013. .. •_0.009 , 0 005 ``..0.( 11...::: ..0:020 '. 0.01.#. .,. .0.006 . .
6 0.007 0.019 0.011 0.006 0.003 0.018 0.011 0.000 0.017 0.008 0.033 0.008
7' ', •. 0.011. : •.. 0.017 ,' ::0.015 ' .: 0.000••:.• :. 0.001•• .0,010: '. '0.003 •;•• 0.027 •'.. ' 0.013 .:-.•.O.00i........0.020 0;007 •
8 0.005 0.017 0.010 0.002 0.022 0.007 0.004 0.015 0.000 0.008 0.003 0.012
9:.• • . •...:0.015 . ' ::':•'P,007 0.007 ' .:..0.000 0,015 .• .0:006: 0,003 : Q.012 . • ' 0.003 :. .: :'•• 1,019' ' 0.017:•:..• ' 04)12
10 0.000 0.003 0.000 0.032 0.009 0.007 0.035 0.007 0.000 0.019 0.023 0.012
..1''I:'.. ' 04004 • •.. ..0.004... • ••:::'0,003 ' • .. 0.•000 ':: 0.007 : '0,002 0.008.... ::::: 0/000 . . ....04033• ' •• . 0 033... ,. 0,023... •• 0.020 •••
12 0.000 0.018 0.004 0.008 r 0.000 0.020 0.010 0.003 0.020 0.011 0.013 0.012
. . .13:;' ,n... 0:005 •.1••` 0.061..'•::' '•..•0:021...... ••, 0:008•::.•: 0.003...7 .. 0.016 .•..••:.0.007 •:.: 0.000 , ••' .0.022 •_0.006•.. • :•0:026.:::.': •' 0:013'.•:;-
14 0.007 0.019 0.007 0.000 0.000 0.008 0.003 0.015 0.010 0.005 0.021 0.006
16': : ,....0,034 0:015•.. . • •0.006:. :. 0:000 '' 0.029 0.004 • 0.003 0-012:•.. ..'• 0.000 ••::•••0.006 .`�'•' 0.021 •'• •. 0.007
16 0.000 0.012 0.009 0.002 0.016 0 004 0.001 0.007 r. 0.015 0.019 0.020 0.007
17 . . . 0,001 • .'::::0.004 • ' 0,000'. ' 0.027. 0.013 .: : 0,007 :••. .::.'0:02$' • 0,005 •:' '':•0005• ::': 0.018.'':• 0,010 •: . •• 0.004
18 0.001 0.004 0.000 0.013 0.016 0.002 0.015 0.000 0.018 0.016 0.017 0.026
.. .1.9 .0:000 •••::'0. 02:" ' '''0.000'.:•• '0.006•''' ''''0; '16•:':•' ..•'0:022 ' ••:0h011 :•.. ''. Q.006.••:•.: '''0.:014 .:••••••:0,021 :••' ' 0.011':. ' '' ''0:008 .
20 0.015 0.024 0.016 0.000 0.016 0.013 0.013 0.001 0.012 0.012 0.018 0.009
21 ...: ".: ••0,001 '!"0:018... ..0.010;_• . ....0:000.•.,.•. : 0.002 -•.] • 0.013. 0.003.. - 4'0:022:• : 0.012....:•:.•••.0:012 . ..0.004•::: : - i.0:014....
22 0.028 0.014 0.008 V 0.001 0.0100.008 0.004 0.024 0.000 0.008 0.001 0.011 '
• 23 ...: . ::.0.009:::•..• 0.009.••. 0:008; '0.000 ' . 0.017 • 0.007 ••7..:_ �:002.... 0.0Q9..•... ::••:0.009 •::...' 0.023.• 0.000:•:•..: .:•:0.011• ..••
24 0.000 0.002 0.000 0.033 0.008 W 0 007 ' 0.020 0.009 0.004 0.023 0.006 0.007
25 • .::0.000. ' 0.003. 0:002.: . 0,019. : ' 0,020,•• ••••. 0.003 , ••:•0,019: 0.0110 ... •.0:023 : .• 0,024• :' :,0.005 •'.• '.•••0,006 •. '
26 0.000 0.003 0.000 0.009 0.000 ' 0.030 0.007 ' 0.003 0.022 0.019 0.006 0.005
• ' 27 ' ' • 0.007••::'•:•` '•0.037' ' :•'0,033•'.::':.::•0..012... .. 0:007 0,010 •..0.012 ••• ••::. 0:000 ' 04015 ' ••'0.011 :''': •0,036.•.:'. ''.''0006 ::
28 0.012 0.014 0.009 0.000 0.005 0.023 0.000 0.024 0.019 0.010 0.017 0.035
•••:•20 .... ..•.0:01e , . .... ; ;.. .; •0.009•:•:: ::.0.001. ..„, ...."0.025.•..: ; .0:012.. ...0.002" • • 0:016. '..; , •.0:000 €`:' .•.0.018 • 0:01 I 0;038....,
30 0.000 0.013 0.001 0.035 0.002 0.001 0.012 V 0.014 0.020 0.013 0.089
':'31 • _...0.000 : ' ' ' • 0.000.. • ' : ' . . :_•• 0.030• :. �• :.::0:011 :•: ..... 0,000 : ••.;.0 011 ..^. ... ....'..'0.d12.....
AVERAGE 0.007 0.012 0.009 0.008 0.013 0.012 0.009 0.010 0.012 0.015 0.015 0.017
MAXIMUM,' . 0.034... : 0A61 ' 0.034 ' ' :0:033 04: i0. 3. .'. . 0.033i•:.^':: •0.035 •• 0.032.. 7....0.033 0.033. 0.036 ,.. 0,039
MINIMUM 0.000 0.000 ' 0.000 0.000 0.000 0.002 0.000 0.000 0.000 0.004 �0.000 0.004

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 named system and that those users have been notified of its availability.
Stan Bryson Dated: 2/23/19
Wastewater Plant Operations Supt.
Tuckaseigee Water and Sewer Authority

2018
Sanitary Sewer System
Overflow Reports

State of North Carolina
; ' Department of Environment and Natural Resources
c� s "# Division of Water 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 overflowo (SSO).
Permit Number: jgJ Q(S 00 (WQCS#if active,otherwise use WQCSD#)
Facility: "VW C A Incident#: g.0 3.a(„ri Owner: �t,. .)J V
Region: �)e�� 'C.CVJ City: �,ci 1 ` County: M C.}(SO ifv.)
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 Westall&Bragg Street,etc.): '110 };,)4J c f w4. c3cotts Creek' (1d.
Manhole#: S'\L
Latitude(degrees/minute/second): f 4to 97 J, spy' Longitude(degrees/minute/second): (g �i 99.2. 935
Incident Started Dt: 1b-A9 i Time: I I:I Incident End Dt: I 0.49-/s2 Time: l` : 15
(mm-dd-yyyy) (hh:mm)&PM (mm-dd-yyyy) (hh:mm)AMI )
Estimated volume of the SSO: 0 0 gallons Estimated Duration(round to nearest hour): i hour(s)
Describe how the volume was determined: A-;
Weather conditions during the SSO event < ram+to y- C 1-erx_r
Did the SSO reach surface waters? ['Yes ❑ No ❑ Unknown
Volume reaching surface waters: `t5 gallons Surface water name: 3f' lurs C_( .-ek'
Did the SSO result in a fish kill? ❑Yes [ No 0 Unknown
If Yes,what is the estimated number of fish killed?
SPECIFIC cause(s)of the SSO:
❑Severe Natural Conditions 0 Grease ['Roots ['Inflow&Infiltration
['Pump Station Equipment Failure 0 Power Outage ❑Vandalism ®'debris in line ['Pipe Failure(Break)
['Other(Please explain in Part II)
24hour verbal notification(name of person contacted): i ri '1: �f Y
p26-WR ['Emergency Management Date(mm-dd-yyy): 10-9 Lg Time:(hh:mm AM/ M .. '3;t 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 II IS COMPLETED,A SIGNATURE IS REQUIRED SEE PAGE 13
Form CS-SSO Page 1

h �
Debris in line(Rocks,sticks, rags and other items not allowed in the collection system.etc.)
What type of debris has been found in the line? (5resr( 1'J Qv'c 0 y
Suspected cause or source of debris: _,. i .i C'e-- :f" '0)/ lAck'e('i s o Q' 4SP:. I
Are manholes in the area secure and intact? 1es ❑ No DNA ❑ NE
When was the area last checked/cleaned? \,\• ,®\�p
Have cleaning and inspections ever been increased at this location ❑ Yes Vo DNA ❑ NE
due to previous problems with debris?
Explain:
Are appropriate educational materials being developed and distributed ❑ Yes ❑ No ®A ❑ NE
to prevent future similar occurrences?
Comments: S iY\.S #r `c1,0,At 0.. Dim E'_, Occ �c
C.,:&se.d by c ;tee, vQre, a NNIfs:s a 4U��.1
Form CS-SSO Page 10

r
System Visitation
ORC Erces
❑ No
Backup les ❑ No
Name: .`'1c13 y kArrl oti.
Certification Number: 99 5 \ 1
Date visited: I 0-- 9- -Nb (,
Time visited: C)`. L' 9, vn
How was the SSO remediated(i./e.Stopped and cleaned up)?
17\,0 u,se,A ,)Q.-tk. Nor\,. .:_ r.: e_, c- c.i v
\ :wve.A --\--\(\ cLAr ..
As a representative for the responsible party, I certify that the information contained in this report is true and accurate to the
best of my knowledge.
Person submitting claim: ‘r\r‘ ya FS Date: (D- - )O" a 0 IA
Signature: 3 A..,(:)-4-0 P, �,,+ � Title: D A 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

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 mg/I mg/I %
(Limit, 0.100 mgd) (Limit, 30 mg/I) 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 mg/I mg/I % per 100 ml
(Limit, 30 mg/I) 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. 0.011
2018 Yearly Daily Avg. 0.011
Permitted Flow-0.100 mgd Yearly Daily Max. 0.089
Date Jan '18 Feb'18 Mar'18 Apr'18 May'18 June'18 July'18 Aug '18 Sep'18 Oct'18 Nov'18 Dec'18
:i0i00 ,0 1::::::'•: : ::€004 191:.:iii' i:DsD
.'Qp�: ::;:;:: . . :;t1;�13�E:'•:€: :R i�. .... . �€:€:€:€::; :;I�°R R,S:;::::;.:
2 0.019 0.008 0.033 0.000 0.013 0.019 0.003 0.032 0.001 0.022 0.022 0.018
Os::'•:::: :D '•00 0:::°:: :: s:l1�q!q '•:€� Otl:::::: ::Q 29.::€: : ::R<Rt1�:€:::'s ... 3qs:;:;::.: :'9iR 0'•:::::•'• 5::€:i°= 0
4 0.004 0.001 0.002 0.013 0.008 0.003 0.014 0.000 0.009 0.018 0.012 0.020
� .'•::::'•° :A»gQi::`.s: :'p'g0Z:::•: i!iCagipiiiiiii iiiiiilioicriiiiiili. :o>]t#9s::::::: :i0 • '1:
6 0.007 0.019 0.011 0.006 0.003 0.018 0.011 0.000 0.017 0.008 0.033 0.008
:iiiiiiiiii 1•:: •1:•° :::0•t3.0::::::: • ::0:00 .0:;:::;::: •;:D:D:(# 1 �D€0 al:•1�v�:�:�:�:' IX €:I�°I�1 D3::=::•.• ::•0�2•.:::::::: 7::::::::
€:[3 7:. :::i�:(3'i3::::::: :•D.00 '•:t1:i72a'•:::::::: :::0•�0.7:::::::s
.�r
8 0.005 0.017 0.010 0.002 0.022 0.007 0.004 0.015 0.000 0.008 0.003 0.012
1 ?,:,:;::.. s:D: 0 &:::s::::'•: ::Oa00 03.::::'•• :9.: :0:
.S�. ::€ `: ..:�II�P.. . .. .V::: i ::RJR.. .. . 17;iiii:I
10 0.000 0.003 0.000 0.032 0.009 0.007 0.035 0.007 0.000 0.019 0.023 0.012
•AE::s:s: :s0�' ED::1'• .0 0 i:0:0 R: : €s€a;�1R�::€::: '•::R:'sRC(Q:i::: ...:€:Rspn.... ..:17�t�02::::: :R. RB:::€ss° • :::qY•q R.s:::::: :;R:
12 0.000 0.018 0.004 0.008 0.000 0.020 0.010 0.003 0.020 0.011 0.013 0.012
•�i:::a : :Q°0f# '.�#lali1i :. S� Rqq3 :'�€ i f71 f3.. is•q`flOq'iis::' i :Os(# 0i:::: : :0°ilq •.... ,-. .fit:' �::�. ::.y ., '• •': • �[::• ...,-.:. ..
14 0.007 0.019 0.007 0.000 0.000 0.008 0.003 0.015 0.010 0.005 0.021 0.006
i:1' ::0.03 •:[5::::a:`� :�#l:Dg6s�:�:�::� :a0:� q.:€:::: � :::0 2 4:€:::.::: :a1:0 ::q•'q 2::::_:: • �::0:0Da¢:::::::
5s::€:'•:�:� €:I:(°I� :CI:t�08'•°::::::' s:a:0 • '�E10•.::°s:s::
,
16" 0.000 0.012 0.009 0.002 0.016 0.004 0.001 0.007 0.015 0.019 0.020 0.007
1 1:::'::s::t t:0!004:l'!':::: •00:s:::::' :0 • ::0:0 m:::::::: :::90 05•::::::;)iiiiiiDiKliiiiiii.iiiiiiii0i914iiiiiiii
18 0.001 0.004 0.000 0.013 0.016 0.002 0.015 0.000 0.018 0.016 0.017 0.026
::R:gQpi::@:: :• l�;Gt:: p2:i::: iiiiiiiiploopiiiiiiii: :€:QA..6 Rit#1 .. :0:..
2Z:::::...:€fli0.. ::0:9R6:i::::: 0
20 0.015 0.024 0.016 0.000 0.016 0.013 0.013 0.001 0.012 0.012 0.018 0.009
liiiiiiiiigliiiiiiiiii h'€:::::iiiiiiiiPiVIAiiiiiiiniiiiiiimvpiiiiiiii Iiiiiiii!o;:oviiiiiii liiiiiiioi000lli!iii]iiiiiiiipmviiiiiii!
22 0.028 0.014 0.008 0.001 0.010 0.008 0.004 0.024 0.000 0.008 0.001 0.011
;iiiiiiii :0
::tl: ......q10:::::::: : :::0. 1 ::::::: .. .007'•:::::::: ......D02::.::::::: :;.0•.b09•::::::::.2 ::O:g09'::�::::: :�OOq �]0$:ss:s::: :q '::[1't�fl9::::::: :i0:02g::::::::: ::tl:. �;.:
24 0.000 0.002 0.000 0.033 u0.008 0.007 0.020 0.009 0.004 0.023 0.006 0.007
:D:D h:9:::':'•:'• : 0:::::: : ::0:00 19:::°:::: • ::.0: _ ::0:::s0a0D 3:::::::•' 02 4:::s'•.i :'D:Diiiiiii4:00Piiiiiiii
26 0.000 0.003 0.000 0.009 0.000 0.030 0.007 0.003 0.022 0.019 0.006 0.005
iiiiiiiiiiMiiiiiiii ...:0;0n:i:: : . ::P:.:01q:::: ..:s0:00. . :0;4 . :'•:�. 12:::€: • :::Q#1 R.::s:::: i '•:QIR9.
28 0.012 0.014 0.009 0.000 0.005 0.023 0.000 0.024 0.019 0.010 0.017 0.035
1
€ �;(I:.�€: ::'' R '.q, t71 ,C}2�� €D:f�€`:::::. R�€€::::: �:p`fJ9:$:s:: ::0: R:::;:.. :D:
'•�53�::'• ::: €q qR ,q Ids::::::•• :0 • I:
30 0.000 0.013 0.001 0.035 0.002 v 0.001 0.012 0.014 u 0.020 0.013 0.089
Is:s:s:''•s s:D:O:ssllOD (lOsss�?s:• ss[�;(}�Oss:ssss '° •1:1s,s,;,s,
:s3ls:sss€:::� ::°g0P9Isisss'• ssa s €sW1y':;s;s::
ss:0:flgss:sssss
AVERAGE 0.007 0.012 0.009 0.008 0.013 0.012 0.009 0.010 0.012 I 0.015 0.015 0.017
_ _-I '0 :sf10�#'• ss:s ss:q:�q 8:s:s:s: � ::t#:t�#3::::::::• :p
13.NE•s s€O:t�+4sssss: s�0, 6 � s:s1�033s°�::.: s:�l, ga:ssss`•:� ' '•::ti�?3�'•;ss:ss 8sssss� - :ps.
'MAX M .(�:f1'� A3�� �s s€n0 -
. .. .. . 35s €ss . sssggl35-'sss:s
MINIMUM 0.000 0.000� 0.000 I 0.000 0.000 (u"0.002 I 0.000 0.000 0.000 1 0.004 0000 0.004

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 named system and that those users have been notified of its availability.
s __ 44''— ____
Stan Bryson Dated:2/23/19
Wastewater Plant Operations Supt.
Tuckaseigee Water and Sewer Authority

2018
Sanitary Sewer System
Overflow Reports

•
State of North Carolina
Department of Environment and Natural Resources
a z
� Division of Water 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 overflowA ' (SSO).
Permit Number. Vv QCS o0\O2 (WQCS#if active,otherwise use WQCSD#)
Facility: —1-.V\)C A Incident#: Q0I go3al,? Owner: 1W
Region: WE .SA'C.ej City: County: SCA-.CW-Sb'tr )
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 Westall&Bragg Street,etc.): -' iA1-Ve.ASeal-i9tit} nF IskbtSp;i O-vJ &Ott.3 creek' Rd.
Manhole#: S 4 \L st .o
Latitude(degrees/minute/second): 9461 97 I,50i- Longitude(degrees/minute/second): coaa 992. 935
Incident Started Dt: 10-a9 Time: 1 1:1 S Incident End Dt: ?D.:AY-4 Time: (' ; i 5
(mm-dd-yyyy) (hh:mm)COPM (mm-dd-yyyy) (hh:mm)AM/)
Estimated volume of the SSO: 0 0 gallons Estimated Duration(round to nearest hour): i hour(s)
Describe how the volume was determined: Es ; Y \o -e.d,
Weather conditions during the SSO event : vkl to y_ C.l.paf
Did the SSO reach surface waters? g Yes ❑ No ❑ Unknown
Volume reaching surface waters: () gallons Surface water name: tJ Cre-ek'
Did the SSO result in a fish kill? ❑Yes ESKo ❑Unknown
If Yes,what is the estimated number of fish killed?
SPECIFIC cause(s)of the SSO:
❑Severe Natural Conditions ❑ Grease ['Roots ['Inflow&Infiltration
❑Pump Station Equipment Failure ❑Power Outage ['Vandalism 1:g15airis in line ['Pipe Failure(Break)
❑Other(Please explain in Part II)
24-hour verbal notification(name of person contacted): 'r YY\, YY\,
LvJDWR ['Emergency Management Date(mm-dd-yyy): 10-'A9-/9 Time:(hh:mm AM/S 3;( 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 II IS COMPLETED,A SIGNATURE IS REQUIRED SEE PAGE 13
Form CS-SSO Page 1

Debris in line(Rocks,sticks, raps and other items not allowed in the collection system.etc)
What type of debris has been found in the line? af'C>1"‹-e �;zC'Q D PVC 0 i
Suspected cause or source of debris: — + {� �� �{' \D)f ('e;S o ,3' 11 . 1
�C5 C�rr.
Are manholes in the area secure and intact? ©'s ❑ No
DNA El NE
When was the area last checked/cleaned? Gt\,\ a,0\
Have cleaning and inspections ever been increased at this location ❑Yes [ ' DNA ❑ NE
due to previous problems with debris?
Explain:
Are appropriate educational materials being developed and distributed El Yes ❑ No DNA ❑ NE
to prevent future similar occurrences?
Comments:Comments: Seegn.S "A—fl �(1C►..�L � t�• 0cctx.`r mG
C .:Lse,d by ck. 1 e cam.:•iu sre, a P(';s ( t>v\k-A.‘
Form CS-SSO Page 10

J c
System Visitation
ORC E]Yes
❑ No
Backup Erfes ❑ No
Name: {�'jl/ ct' ivonoto
.73
Certification Number: 99 5 VI I.
Date visited: 1 b �,9- ?,b IA
Time visited: ;�t ",WI
How was the SSO remediated(i./e.Stopped and cleaned up)?
fi LA.Se . cC mph: «vo 6 - v-r, p 1�
to 0 9e v3 ;yv 6 C,�1.;-t•;,v" p, i 1 tk}e,
bet)1<evv. �Q;�r9. u� Qvc.. Pe.. aAD 1.
As a representative for the responsible party,I certify that the information contained in this report is true and accurate to the
best of my knowledge.
Person submitting claim: -Ca)? \Am MOOS Date: lt)— , )o- a 0 ld,
Signature: sk.erkoP CK/y \ Title: ID A 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