NC0025402-Historical_ 20140501

A�
NCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
Attn: Barbara Simmons, Mayor
Town of Enfield
PO Box 699
Enfield, NC 27823
Dear Mrs. Simmons:
John E. Skvarla, III
Secretary
May 01, 2014
Subject: Acknowledgement of Permit Renewal
Permit NCO025402
Halifax County
The NPDES Unit received your permit renewal application on April 30, 2014. A- member of the
NPDES Unit will review your application. They will contact you if additional information is required to
complete your permit renewal. You should expect to receive a draft permit approximately 30-45 days
before your existing permit expires.
If you have any additional questions concerning renewal of the subject permit, please contact Ron
Berry [phone].
Sincerely,
Nm AJ
Wren Thedford
Wastewater Branch
cc: Central Files
Raleigh Regional Office
NPDES Unit
1617 Mail Service Center, Raleigh, North Carolina 27699-1617
Location 512 N. Salisbury St. Ralegh. North Carolina 27604
Phone: [phone] Fax- 919-807-6497JCustcmer Service-1.877-623-6748
lntemet:: www ncwater.orn
An Equal OpporturRyMrmabve Action Errpoyer

May 1, 2014
Ms. Wren Thedford
NC DENR 1 DWR / NPDES
1617 Mail Service Center
Raleigh, NC 27699-1617
Re: Town of Enfield W WTP
NPDES Permit No. NCO025402
Dear Ms. Thedford,
Enclosed for your review is the NPDES Permit renewal package for the Enfield Wastewater
Treatment plant. Our existing permit expires on October 31, 2014. We are requesting the
Division to renew our NPDES Permit. There have been no changes at the facility since the
issuance of the last permit. Please note the results for one fathead minnow toxicity test
(scheduled in May 2014) have not been received. An amended application will be sent as soon as
the results are received.
If you have any questions concerning the information provided, please feel free to give me a call.
Sincerely,
Town of Enfield
Barbara Simmons
Mayor
Cc: Tony Gorham
Gary Stainback
RECEIVEDIDENROWR
APR 30 2014
Water Resources
Permitting Section

Flow Process and Sludge Handling
Plant Process
Raw sewage enters the plants influent flume; the barscreen/grit removal system removes large
debris. The water goes to the influent pump station, then is pumped to the oxidation ditch where
the activated sludge process takes place. Discharged from the oxidation ditch to the clarifiers,
clear water from clarifiers is then sent to the chemical contact chamber for disinfection and
dechlorination. Samples are collected and sent to laboratory for analysis for permit requirements.
Final effluent is discharged to the fishing creek.
Sludge Process
Sludge is wasted from the clarifiers return activated sludge, to the digesters, digestion processes
occur. Samples are collected and sent to laboratory for analysis for permit requirements. The
sludge is then hauled off in tanker loads by Granville Farms to be land applied on local land
permitted sites.

Priority Pollutant Analysis

4nnual Monitoring and Pollutant Sc
Permit No. NCO025402
Outfall 001
Facility Name Enfield WWTP Back Up ORC Tony Gorham
Date of sampling 06/04/2012 Phone [phone]
Analytical Laboratory Environment One
Month June
Year 2012
Parameter
Sample
Type
Analytical
Method
Quantitation
Level
Sample
Result
Units of
Measurement
Number of
samples
Ammonia (as N)
Composite
350.1
0.1
0.25
MG/L
1
Dissolved oxygen
Composite
4500OG
0
6.79
MG/L
1
Nitrate/Nitrite
Composite
353.2
0.01
0.51
MG/L
1
Total Kjeldahl nitrogen
Composite
351.2
1
0.83
MG/L
1
Total Phosphorus
Composite
365.4
0.01
0.25
MG/L
1
Total dissolved solids
Composite
2540C
1
111
MG/L
1
Hardness
Composite
2340C
0.622
42
MG/L
1
Chlorine (total residual, TRC)
Grab
4500CL
2
30
UG/L
1
Oil and grease
Grab
1664A
20
<5.0
MG/L
1
Metals (total recoverable), cyanide
and total
phenols
Antimony
Composite
200.8
0.003 1
<0.003
MG/L
1
Arsenic
Composite
3113B
0.005
<0.005
MG/L
1
Beryllium
Composite
200.7
0.001
<0.001
MG/L
1
Cadmium
Composite
3113B
0.001
<0.001
MG/L
1
Chromium
Composite
200.7
0.01
<0.005
MG/L
1
Copper
Composite
200.7
0.001
<0.010
MG/ L
1
Lead
Composite
3113B
0.005
<0.005
MG/L
1
Mercury
Composite
245.1
0.0002
<0.0002
MG/L
1
Nickel
Composite
200.7
0.01
<0..010
MG/ L
1
Selenium
Composite
3113B
0.01
<0.010
MG/L
1
Silver
Composite
200.7
0.005
<0.005
MG/L
1
Thallium
Composite
200.8
0.01
<0.001
MG/L
1
zinc
Composite
3113B
0.01
0.02
MG/L
1
Cyanide
Grab
450OCN-E
0.005
<0.005
MG/L
1
Total phenolic compounds
Grab
510A/B
0.002
<2.0
MG/L
1
Volatile organic compounds
Acrolein
Grab
624
100
<100
UG/L
1
Acrylonitrile
Grab
624
50
<50
UG/L
i
Benzene
Grab
624
5
<5
UG/L
1
Bromoform
Grab
624
5
<5
UG/L
1
Carbon tetrachloride
Grab
624
5
<5
UG/L
1
Chlorobenzene
Grab
624
5
<5
UG/L
1
Chlorodibromomethane
Grab
624
5
<5
UG/L
1
Chloroethane
Grab
624
10
<10
UG/L
1
2-chloroethylvinyl ether
Grab
624
5
<5
UG/L
1
Chloroform
Grab
624
5
<5
UG/L
1
Dichlorobromomethane
Grab
624
5
5.5
UG/L
1
1,1-dichloroethane
Grab
624
5
<5
UG/L
1
1,2-dichloroethane
Grab
624
5
<5
UG/L
1
Trans-1,2-dichloroethylene
Grab
624
5
<5
UG/L
1
Form - DMR- PPA-1 Page 1

Innual Monitoring and Pollutant Sc
Permit No. NC0025402 Month June
Outfall 001 Year 2012
Parameter
Sample
Type
Analytical
Method
Quantitation
Level
Sample
Result
Units of
Measurement
Number of
samples
Volatile organic compounds (Cont.)
1,1-dichloroethylenc
Grab
624
5
<5
UG/L
1
1,2-dichloropropane
Grab
624
5
<5
UG/L
1
1,3-dichloroprcpylene
Ethylbenzene
Grab
Grab
624
624
5
5
<5
<5
UG/L
UG/L
1
1
Methyl bromide
Grab
624
10
<10
UG/L
1
Methyl chloride
Grab
624
10
<10
UG/L
1
Methylene chloride
Grab
624
10
<10
UG/L
1
1,1,2,2-tetrachloroethane
Grab
624
5
<5
UG/L
1
Tetrachloroethylene
Grab
624
5
<5
UG/L
1
Toluene
Grab
624
5
<5
UG/L
1
1, 1, 1 -trichloroethane
Grab
624
10
<5
UG/L
1
1,1,2 trichloroethane
Grab
624
5
<5
UG/ L
1
Trichloroethylene
Grab
624
5
<5
UG/L
1
Vinyl chloride
Grab
624
10
<10
UG/L
1
Acid -extractable compounds
P-chloro-m-creso
Grab
625
20
<20
UG/L
1
2-chlorophenol
Grab
625
10
<10
UG/L
1
2,4-dichlorophenol
Grab
625
10
<10
UG/L
1
2,4-dimethylphenol
Grab
625
10
<10
UG/L
1
4,6-dinitro-o-cresol
Grab
625
50
<50
UG/L
1
2,4-dinitrophenol
Grab
625
50
<50
UG/L
1
2-nitrophenol
Grab
625
10
<10
UG/L
1
4-nitrophenol
Grab
625
10
<10
UG/L
l
Pentachlorophenol
Grab
625
50
<50
UG/L
1
Phenol
Grab
625
10
<10
UG/L
1
2,4,6-trichlorophenol
Grab
625
10
<10
UG/L
1
Base -neutral compounds
Acenaphthene
Grab
625
10
<10
UG/ L
1
Acenaphthylene
Grab
625
10
<10
UG/L
1
Anthracene
Grab
625
10
<10
UG/L
1
Benzidine
Grab
625
100
<100
UG/L
1
Benzo(a)anthracene
Grab
625
10
<10
UG/L
1
Benzo(a)pyrene
Grab
625
10
<10
UG/L
1
3,4 benzofluoranthene
Grab
625
10
<10
UG/L
1
Benzo(ghi)perylene
Grab
625
10
<10
UG/L
1
Benzo(k)fluoranthene
Grab
625
10
<10
UG/L
1
Bis (2-chloroethoxy) methane
Grab
625
10
<10
UG/L
1
Bis (2-chloroethyi) ether
Grab
625
10
<10
UG/L
1
Bis (2-chloroisopropyl) ether
Grab
625
10
<10
UG/L
i
Bis (2-ethylhexyl) phthalate
Grab
625
20
<20
UG/ L
1
4-bromophenyl phenyl ether
Grab
625
10
<10
UG/L
1
Butyl benzyl phthalate
Grab
625
10
<10
UG/L
1
2-chloronaphthalene
Grab
625
10
<10
UG/L
1
Form - DMR- PPA-1 Page 2

!lnnuai Monitoring and Pollutant Sc
Permit No. NC0025402
Outfall 001
Month June
Year 2012
4-chlorophenyl phenyl ether
Grab
625
10
<10
UG/L
1
Parameter
Sample
Type
Analytical
Method
Quantitation
Level
Sample
Result
Units of
Measurement
Number of
samples
Base -neutral compounds (cont.)
Chrysene
Grab
625
10
<10
UG/L
1
Di-n-butyl phthalate
Grab
625
10
<10
UG/L
1
Di-n-octyl phthalate
Grab
625
10
<10
UG/L
1
Dibenzo(a,h)anthracene
Grab
625
10
<10
UG/L
1
1,2-dichlorobenzene
Grab
625
10
<10
UG/L
1
1,3-dichlorobenzene
Grab
625
10
<10
UG/L
i
1,4-dichlorobenzene
Grab
625
10
<10
UG/L
1
3,3-dichlorobenzidine
Grab
625
20
<20
UG/L
1
Diethyl phthalate
Grab
625
10
<10
UG/L
1
Dimethyl phthalate
Grab
625
10
<10
UG/L
1
2,4-dinitrotoluene
Grab
625
10
<10
UG/L
1
2,6-dinitrotoluene
Grab
625
10
<10
UG/L
1
1,2-diphenylhydrazine
Grab
625
10
<10
UG/L
1
Fluoranthene
Grab
625
10
<10
UG/L
1
Fluorene
Hexachlorobenzene
Grab
Grab
625
625
10
10
<10
<10
UG/ L
UG/L
1
1
Hexachlorobutadiene
Grab
625
10
<10
UG/L
1
Hexachlorocyclo-pentadiene
Grab
625
10
<10
UG/L
1
Hexachloroethane
Grab
625
10
<10
UG/L
1
lndeno(1,2,3-cd)pyrene
Grab
625
10
<10
UG/L
1
Isophorone
Grab
625
10
<10
UG/L
1
Naphthalene
Grab
625
10
<10
UG/L
1
Nitrobenzene
Grab
625
10
<10
UG/L
1
N-nitrosodi-n-propylamine
Grab
625
20
<10
UG/L
1
N-nitrosodimethylamine
Grab
625
10
<10
UG/L
1
N-nitrosodiphenylamine
Grab
625
20
<10
UG/L
1
Phenanthrene
Grab
625
10
<10
UG/L
1
Pyrene
Grab
625
10
<10
UG/L
1
1,2,4,-trichlorobenzene
Grab
625
20
<10
UG/L
1
I certify under penalty of law that this document and all attachments were prepared under my direction
and supervision in accordance with a system to design to assure that qualified perdonnel properly
gather and evaluat the information submitted. Based on my inquiry of the person or persons that
manage the system, or those persons directly responsibel for gathering the information, the
information submitted is , to the best of my knowledge and belief, true, accurate and complete. I am
aware that there are significant penalties for submitting false information, including the
possibility of fines and imprisonment for kn
Form - DMR- PPA-1

Annual Monitoring and Pollutant Sc
Permit No. NCO025402 Month June
Outfall 001 Year 2012
Facility Name Enfield WWTP Back Up ORC Tony Gorham
Date of sampling 06/04/2012 Phone [phone]
Analytical Laboratory Environment One
Parameter
Sample
Type
Analytical
Method
Quantitation
Level
Sample
Result
Units of
Measurement
Number of
samples
Ammonia (as N)
Composite
350.1
0.1
0.25
MG/L
1
Dissolved oxygen
Composit:
45000G
0
7.02
MG/L
1
Nitrate/Nitrite
Composite
353.2
0.01
0.51
MG/L
1
Total Kjeldahl nitrogen
Composite
351.2
1
0.83
MG/L
1
Total Phosphorus
Composite
365.4
0.01
0.25
MG/L
1
Total dissolved solids
Composite
2540C
1
ill
MG/L
1
Hardness
Composite
2340C
0.622
42
MG/L
1
Chlorine (total residual, TRC)
Grab
4500CL
2
35
UG/L
1
Oil and grease
Grab
1664A
20
<5.0
MG/L
1
Metals (total recoverable), cyanide
and total
phenols
Antimony
Composite
200.8
0.003
<0.003
MG/L
1
Arsenic
Composite
3113B
0.005
<0.005
MG/L
1
Beryllium
Composite
200.7
0.001
<0.001
MG/L
1
Cadmium
Composite
3113B
0.001
<0.001
MG/L
1
Chromium
Composite
200.7
0.01
<0.005
MG/L
1
Copper
Composite
200.7
0.001
<0.010
MG/L
1
Lead
Composite
3113B
0.005
<0.005
MG/L
1
Mercury
Composite
245.1
0.0002
<0.0002
MG/L
1
Nickel
Composite
200.7
0.01
<0.010
MG/L
1
Selenium
Composite
3113B
0.01
<0.010
MG/L
1
Silver
Composite
200.7
0.005
<0.005
MG/L
1
Thallium
Composite
200.8
0.01
<0.001
MG/L
1
Zinc
Composite
3113B
0.01
0.02
MG/L
1
Cyanide
Grab
4500CN-E
0.005
<0.005
MG/L
1
Total phenolic compounds
Grab
51OA/B
0.002
<2.0
MG/L
1
Volatile organic compounds
Acrolein
Grab
624
100
<100
UG/L
1
Acrylonitrile
Grab
624
50
<50
UG/L
1
Benzene
Grab
624
5
<5
UG/L
1
Brornoform
Grab
624
5
<5
UG/L
1
Carbon tetrachloride
Grab
624
5
<5
UG/L
1
Chlorobenzene
Grab
624
5
<5
UG/L
1
Chlorodibromomethane
Grab
624
5
<5
UG/L
1
Chloroethane
Grab
624
10
<10
UG/L
1
2-chloroethylvinyl ether
Grab
624
5
<5
UG/L
1
Chloroform
Grab
624
5
<5
UG/L
1
Dichlorobromomethane
Grab
624
5
5.5
UG/L
1
1,1-dichloroethane
Grab
624
5
<5
UG/L
1
1,2-dichloroethane
j Grab
j 624
1 5
1 <5
1 UG/L
1
Trans-1,2-dichloroethylene
I Grab
1 624
1 5
1<5
UG/L
1
Form - DMR- PPA-1 Page 1

!tnnual Monitoring and Pollutant Sc
Permit No. NC0025402 Month June
n„ tfn 11 nn 1 Year 2012
Parameter
Sample
Type
Analytical
Method
Quantitation
Level
Sample
Result
Units of
Measurement
Number of
samples
Volatile organic compounds (Cont.)
1,1-dichloroethylene
Grab
624
5
<5
UG/L
1
1,2-dichloropropane
Grab
624
5
<5
UG/L
1
1,3-dichloropropylene
Grab
624
5
<5
UG/L
I
Ethylbenzene
Grab
624
5
<51
UG/L
1
Methyl bromide
Grab
624
10
<10
UG/L
1
Methyl chloride
Grab
624
10
<10
UG/L
1
Methylene chloride
Grab
624
10
<10
UG/ L
1
1,1,2,2-tetrachloroethane
Grab
624
5
<5
UG/L
1
Tetrachloroethylene
Grab
624
5
<5
UG/L
1
Toluene
Grab
624
5
<5
UG/L
1
1, 1, 1 -trichloroe thane
Grab
624
10
<5
UG/L
1
1,1,2-trichloroethane
Grab 1
624
5
<5
UG/L
1
Trichloroethylene
Grab
624
5
<5
UG/L
1
Vinyl chloride
Grab
624
10
<10
UG/L
1
Acid -extractable compounds
P-chloro-m-creso
Grab
625
20
<20
UG/L
1
2-chlorophenol
Grab
625
10
<10
UG/L
1
2,4-dichlorophenol
Grab
625
10
<10
UG/L
1
2,4-dimethylphenol
Grab
625
10
<10
UG/L
1
4,6-dinitro-o-cresol
Grab
625
50
<50
UG/L
1
2,4-dinitrophenol
Grab
625
50
<50
UG/L
1
2-nitrophenol
Grab
625
10
<10
UG/L
1
4-nitrophenol
Grab
625
50
<50
UG/L
1
Pentachlorophenol
Grab
625
50
<50
UG/L
1
Phenol
Grab
625
10
<10
UG/L
1
2,4,6-trichlorophenol
Grab
625
10
<10
UG/ L
1
Base -neutral compounds
Acenaphthene Grab 625 10 <10 UG/L 1
Acenaphthylene Grab 625 10 <10 UG/L I
Anthracene
Grab
625
10
<10
UG/L
1
Benzidine
Grab
625
100
<100
UG/L
1
Benzo(a)anthracene
Grab
625
10
<10
UG/L
1
Benzo(a)pyrene
Grab
625
10
<10
UG/L
1
3,4 benzofluoranthene
Grab
625
10
<10
I UG/L
1
Benzo(ghi)perylene
Grab
625
10
<10
UG/L
1
Senzo(k)fluoranthene
Grab
625
10
<10
UG/L
1
Bis (2-chloroethoxy) methane
Grab
625
10
<10
UG/L
1
Bis (2-chloroethyl) ether
Grab
625
10
<10
UG/L
1
Bis (2-chloroisopropyl) ether
Grab
625
10
<10
UG/L
i
Bis (2-ethylhexyl) phthalate
Grab
625
20
<20
UG/L
1
4-bromophenyl phenyl ether
Grab
625
10
<10
UG/ L
1
Butyl benzyl phthalate
Grab
625
10
<10
UG/L
1
2-chloronaphthalene
Grab
625
10
<10
UG/L
1
Form - DMR- PPA-1 Page 2

Annual Monitoring and Pollutant Sc
Permit No. NCO025402
Outfall 001
Month June
Year 2012
4-chloroAhenyl phenyl ether
Grab
625
10
<10 j
UG/L
1
' Sample Analytical Quantitation Sample Units of Number of
Parameter Type Method Level Result Measurement samples
Base -neutral compounds (cant.)
Chrysene
Grab
625
10
<10
UG/L
1
Di-n-butyl phthalate
Grab
625
10
<10
UG/L
1
Di-n-octyl phthalate
Grab
625
10
<10
UG/L
1
Dibenzo(a,h)anthracene
1,2-dichlorobenzene
1,3-dichlorobenzene
Grab
Grab
Grab
625
625
625
10
10
10
<10
<10
<10
UG/L
UG/L
UG/L
1
1
1
1,4-dichlorobenzene
3,3-dichlorobenzidine
Grab
Grab
625
625
10
20
<10
<20
UG/L
UG/L
1
1
Diethyl phthalate
Grab
625
10
<10
UG/L
1
Dimethyl phthalate
Grab
625
10
<10
UG/L
1
2,4-dinitrotoluene
Grab
625
10
<10
UG/L
1
2,6-dinitrotoluene
Grab
625
10
<10
UG/L
1
1,2-diphenylhydrazine
Fluoranthene
Grab
Grab
625
625
10
10
<10
<10
UG/L
UG/L
i
1
Fluorene
Hexachlorobenzene
Hexachlorobutadiene
Grab
Grab
Grab
625
625
625
10
10
10
<10
<10
<10
UG/L
UG/L
UG/L
1
1
1
Hexachlorocyclo- pen tadiene
Grab
625
10
<10
UG/L
1
Hexachloroethane
Indeno(1,2,3-cd)pyrene
Grab
Grab
625
625
10
10
<10
<10
UG/L
UG/L
1
1
Isophorone
Grab
625
10
<10
UG/L
1
Naphthalene
Grab
625
10
<10
UG/L
1
Nitrobenzene
Grab
625
10
<10
UG/L
1
N-nitrosodi-n-propylamine
N-nitrosodimethylamine
Grab
Grab
625
625
20
10
<10
<10
UG/L
UG/L
1
1
N-nitrosodiphenylamine
Phenanthrene
Grab
Grab
625
625
20
10
<10
<10
UG/L
UG/L
1
1
Pyrene
1,2,4,-tichlorobenzene
Grab
Grab
625
625
10
20
<10
<10
UG/L
UG/L
1
1
I certify under penalty of law that this document and all attachments were prepared under my direction
and supervision in accordance with a system to design to assure that qualified perdonnel properly
gather and evaluat the information submitted. Based on my inquiry of the person or persons that
manage the system, or those persons directly responsibel for gathering the information, the
information submitted is , to the best of my knowledge and belief, true, accurate and complete. I am
aware that there are significant penalties for submitting false information, including the
possibility of fines and imprisonment for 1
Form - DMR- PPA-1

E1]d'0'm[M i]M % hCau po mbd
P.O. BOX 7085, 114 OAKMONT DRIVE
GREENVILLE, N.C. 27835-7085
JUL 2 0 2012
UNITED WATER (ENFIELD WWTP—PP)
NADINE BLACKWELL
P.O. BOX 1279
CLEMMONS ,NC 27012
Effluent
Analysis
Method
PARAMETERS
Date Analyst
Code
Ammonia Nitrogen as N, mg;l
0.25
06/05/12 BJC
EPA350.1
Total lgeldahl Nitrogen as N,mgll
0.83
06/07/12 ANO
EPA351.2
Nitrate -Nitrite as N, mgrl
0.51
06/06/12 BJC
F.PA353.2
Total Phosphorus as P, mg?I
0.25
06/07/12 BJC
EPA365.4
Oil & Grease (HEM), mg)l
<5.0
06/07/12 SEJ
EPA 1664A
Phenol, ug(l
<2
06/11/12 SEJ
SM510A&B
Total Cyanide, mg/1
<0.005
06/07/12 SEJ
SM4500 CNE
Total Hardness, mgll
42
06/07/12 TRB
S,V12340C
Total Dissolved Residue, mgrl
111
06/05/12 MEL
S,M2540C
Antimony, ug/l
<3.0
06/27/12 MEL
EPA200.8
Arsenic, ug/l
<5.0
06/13/12 MEL
SM3113B
Beryllium, ug/l
< t .0
06/07/12 LFJ
F PA200.7
Cadmium, ug/l
<1.0
06/14/12 MEL
SM311311
Copper, ug/l
< 10
06/07/12 LFJ
EPA200.7
Total Chromium, ug/1
< 5.0
06/07/12 LFJ
EPA200.7
Lead, ug/I
<5.0
06/12/12 MEL
S.M3ll3B
Mercury, ug/l
< 0.2
06106/12 ADD
E PA245.1
Nickel, ug/l
<10
0W07112 LFJ
EPA200.7
Selenium, ug/1
< 10
0&11/12 MEL
SM311313
Silver, ug/I
<5.0
06107/12 LFJ
F:PA200.7
Thallium, ug/l
< 1.0
06127/12 MEL
h PA200.8
Zinc, ug/l
20
06/08/12 ADD
SM3111B
A'�rinkirig [;aEsr Ins 37715
wd'ete�xter rv� iu
PHONE [phone]
FAX [phone]
ID*: 947
DATE COLLECTED: 06/04/12
DATE REPORTED : 07/13/12
REVIEWED 13Y;

[ �daMEMO
P.O'BOX 7085, 114 OAKMONT DRIVE
GREENVILLE, N.C. 27835-7085
CLIENT: UNITED WATER (ENFIELD WWTP-PP)
NADINE BLACKWELL
P.O. BOX 1279
CLEMMONS, NC 27012
REVIEWED BY:
VOLATILE ORGANICS
EPA METHOD 624
PARAmETERS, ug/1
1, Chloromethane
2. Vinyl Chloride
3. Bromomethane
4. Chloroethane
5. Trichlorofluoromethane
6. 1,1-Dichloroethane
7. Methylene Chloride
8. trans-1,2-Dichloroethene
9. 1,1-Dichloroethane
10. Chloroform
11. 1,1,1-Trichloroethane
12. Carbon Tetrachloride
13. Benzene
14. 1,2-Dichloroethane
15. Trichloroethene
16. 1,2-Dichloropropane
17. Bromodichloromethane
18. 2-Chloroethylvinyl Ether
19. cis-1,3-Dichloropropene
20. Toluene
21. trans-1,3-Dichloropropene
22. 1,1,2 Trichloroethane
23, Tetrachloroethene
24. Dibromochloromethane
25. Chlorobenzene
26. Ethylbenzene
27. Bromoform
28, 1,1,2,2-Tetrachloroethane
29, 1,3-Dichlorobenzene
30. 1,4-Dichlorobenzene
31. 1,2-Dichlorobenzene
32. Acrolein
33. Acrylonitrile
CLIENT ID:
ANALYST:
DATE COLLECTED:
DATE ANALYZED:
DATE REPORTED:
Effluent
< 10.00 1
< 10.00
< 10.00
< 10.00
< 5.00
< 5.00
< 10.00
< 5.00
<5.00
< 5.00
< 5.00
<5.00
<5,00
<5.00
< 5.00
< 5.00
<5.00
<5.00
< 5.00
<5,00
< 5.00
< 5.00
< 5.00
<5.00
< 5.00
< 5.00
<5.00
< 5.00
<5.00
<5.00
< 5.00
< 100.00
< 50.00
PHONE
[phone]
947
MAO
06/04/12
06/07/12
01/13/12

Enw, gm(W % kc (io uP0 mbd
P.O. BOX 7085, 114 OAKMONT DRIVE
GREENVILLE, N.C. 27835-7085
CLIENT: UNITED WATER (ENFIELD WWTP-PP)
NADINE BLACKWELL
P.O. BOX 1279
CLEMMONS, NC 27012
REVIEWED BY:
SEMIVOLATILE ORGANICS
EPA METHOD 625
PARAMETERS, ugll
CLIENT ID:
PHONE [phone]
FAX [phone]
947
ANALYST: CHS
DATE COLLECTED: 06/04/12
DATE EXTRACTED: 06/07/12
DATE ANALYZED: 06/27/12
DATE REPORTED: 07/13/12
Effluent
1.
N-Nitrosodimethylamiue
< 10.00
< 10.00
2.
3,
Phenol
Bis(2-Chloroethyl) Ether
<10.00
4.
2-Chlorophenol
< 10.00
< 10.00
5.
1,3-Dichlorobenzene
< 10.00
6.
1,4-Dichlorobenzene
< 10.00
7.
8.
1,2-Dichlorobenzene
Bis(2-Chloroisopropyl) Ether
<10.00
9.
Hexachloroethane
< 10.00
< 10.00
10.
N-Nitrosodi-N-Propylamhie
11.
Nitrobenzene
< 10.00
< 10.00
12.
lsophorone
< 10.00
13.
2-Nitrophenol
< 10.00
14.
2,4-Dimethylphenol
< 10.00
15.
Bis(2-Chloroethoxy) Methane
< 10.00
16.
2,4-Dichlorophenol
< 10.00
17.
1,2,4-Trichlorobenzene
< 10.00
18.
19.
Naphthalene
Hexachlorobuladiene
< 10.00
20.
4-Chloro-3-Methylphenol
<20.00
< 10.00
21.
Hexachlorocyclopentadiene
< 10.00
22.
2,4,6-Trichlorophenol
<10.00
23.
2-Chieronaphthalene
< 10.00
24.
Acenaphthylene
<10.00
25.
Dimethylphthalate
< 10.00
26.
2,6-Dinitrotoulene
< 10.00
27.
28.
Acenaphthene
2,4-Dinitrophenol
< 50.00
29.
4-Nitrophenol
< 50.00
< 10.00
30.
2,4-Dinitrotoluene
< 10.00
31.
32.
Fluorene
Diethylphthalate
< 10.00
33.
4-Chlorophenyl Phenyl Ether
<10.00
34.
4,6-Dinitro-24lethylphenol
< 50.00
35.
N-Nitrosodiphenylamine
< 10.00
< 10.00
36.
4-Bromophenyl Phenyl Ether
<10.00
37,
Hexachlorobenzene
< 50.00
38.
Pentachlorophenol
<10.00
39.
Phenanthrene
< 10.00
40.
41.
Anthracene
Di-N-Butylphthalate
<10.00
42. Fluoranthene
<10.00
< 100.00
43. Benzidine
< 10.00
44.
45.
Pyrene
Butylbenzylphthlate
< 10.00
46,
Benzo[alanthracene
< 10.00
< 10.00
47.
3,3-Dichlorobenzadine
<10.00
48.
Chrysene
Page: 1

BmAu molU T, oocompowmUd
7.
P.O. BOX 7085, 114 OAKMONT DRIVE
GREENVILLE, N.C. 27835-7085
:.; k- '-i�?'lr�w.0 :•f�•s !��ii'Lv ^_�'°+7:'r �'r ": .:� - ;•�Z_t Y. ws�ti c..atis. s..: ...
PHONE [phone]
FAX [phone]
CLIENT: UNITED WATER (ENFIELD WWTP-PP) CLIENT ID: 947
NADINE BLACKWELL
P.O. BOX 1279 ANALYST: CHS
CLEMMONS, NC 27012 DATE COLLECTED: 06/04/12
DATE EXTRACTED: 06/07/12
DATE ANALYZED: 06/27/12
REVIEWED BY:Ae DATE REPORTED: 07/13/12
SEMIVOLATILE ORGANICS
EPA METHOD 625
PARAMETERS, ug/I
Effluent
49.
Bis(2-Ethylhexygphthnlatc
<20.00
50.
Di-N-Octylphthalate
< 10.00
51.
Benzo[b]fluoranthene
<10.00
52.
Benzo[k]tluoranthene
<10.00
53,
Benzo[a]pyrene
<10.00
54.
lndeno(1,2,3-C,d)pyrenc
< 10.00
55.
Dibenzo[a,h]anthracene
< 10.00
56.
Benzo[g,h,i]perylene
<I0.00
57.
1,2-Diphenylhydrazine
< 10.00
Page: 2

knnual Monitoring and Pollutant Sc,
Permit No. NCO025402
Outfall 001
Facility Name Enfield WWTP
Date of sampling 1/29/13
Analytical Laboratory TriTest
Sample
Analytica
Parameter
Type
Method
Ammonia (as N)
Composite
350.1
Dissolved oxygen
Composite
450000
Nitrate/Nitrite
Composite
353.2
Total Kjeldahl nitrogen
Composite
351.2
Total Phosphorus
Composite
365.4
Total dissolved solids
Composite
2540C
Hardness
Composite
2340C
Chlorine (total residual, TRC)
Grab
4500CL
Oil and grease
Grab
1664A
Metals (total recoverable), cyanide
and total
phenols
Antimony
Composite
200.8
lArsenic
Composite
I 3113B
Beryllium
Cadmium
Chromium
Lopper
Lead
Mercury
Nickel
Selenium
Silver
Thallium
Cyanide
Total phenolic compounds
Volatile organic compounds
Acrolein
Acrylonitrile
Benzene
Bromoform
Carbon tetrachloride
Chlorobenzene
Chlorodibromomethane
Chloroethane
2-chloroethylvinyl ether
Chloroform
Dichlorobromomethane
1, 1 -dichloroethane
1,2-dichloroethane
Trans-1,2-dichloroethylene
Composite
Composite
Composite
Composite
Composite
Composite
Composite
Composite
Composite
Composite
Composite
Grab
Grab
200.7
3113B
200.7
200.7
3113B
245.1
200.7
3113B
200.7
200.8
3113B
4500CN-E
510A/B
ORC Tony Gorham
Phone [phone]
Month January
Year 2013
ntitation Sample Units of
Level I Result I Measurement
0.1
2.9
MG/ L
0
10.06
MG/L
0.01
4.96
MG/L
1
5.4
MG/L
0.01
1.24
MG/L
1
144
MG/L
0.622
33
MG/L
2
lb
UG/L
20
<5
MG/ L
0.003
0.005
0.001
0.001
0.01
0.001
0.005
0.0002
0.01
0.01
0.005
0.01
0.01
0.005
0.002
<0.003
<0.005
<0.001
<0.001
<0.005
<0.010
<0.005
<0.0002
<0.010
<0.010
<0.005
<0.001
0.029
<0.005
<2.0
MG/L
MG/L
MG/ L
MG/ L
MG/ L
MG/ L
MG/L
MG/ L
MG/ L
MG/L
MG/ L
MG/L
MG/ L
MG/L
MG/ L
Grab
624
100
<100
UG/L
Grab
624
50
<50
UG/L
Grab
624
5
<5
UG/L
Grab
624
5
<5
UG/L
Grab
624
5
<5
UG/L
Grab
624
5
<5
UG/L
Grab
624
5
<5
UG/L
Grab
624
10
<10
UG/L
Grab
624
5
<5
UG/L
Grab
624
5
<5
UG/L
Grab
624
5
<5
UG/L
Grab
624
5
<5
UG/L
Grab
624
5
<5
UG/L
Grab
624
5
<5
UG/L
Number of
samples
1
1
1
1
I
1
1
1
1
1
1
Form - DMR- PPA-1 Page 1

`.nnual Monitoring and Pollutant Sca
Permit No. NC0025402 Month January
Outfall 001 Year 2013
Sample Analytical Quantitation Sample Units of Number of
Parameter Type Method Level Result Measurement samples
Volatile organic compounds (Cont.)
1,1-dichloroethylene
Grab
624
5
<5
UG/L
1
1,2-dichloropropane
Grab
624
5
<5
UG/L
1
1,3-dichloropropylene
Grab
624
5
<5
UG/L
1
Ethylbenzene
Grab
624
5
<5
UG/L
1
Methyl bromide
Grab
624
10
<10
UG/L
1
Methyl chloride
Grab
624
10
<10
UG/L
1
Methylene chloride
Grab
624
10
<10
UG/L
1
1,1,2,2-tetrachloroethane
Grab
624
5
<5
UG/L
1
Tetrachloroethylene
Grab
624
5
<5
UG/L
1
Toluene
Grab
624
5
<5
UG/L
1
1, 1, 1 -trichloroethane
Grab
624
10
<5
UG/L
1
1,1,2-trichloroethane
Grab
624
5
<5
UG/L
1
Trichloroethylene
Grab
624
5
<5
UG/L
1
Vinyl chloride
Grab
624
10
<10
UG/L
1
Acid -extractable compounds
P-chloro-m-creso
Grab
625
20
<20
UG/L
1
2-chlorophenol
Grab
625
10
<10
UG/L
1
2,4-dichlorophenol
Grab
625
10
<10
UG/L
1
2,4-dimethylphenol
Grab
625
10
<10
UG/L
1
4,6-dinitro-o-cresol
Grab
625
50
<50
UG/L
1
2,4-dinitrophenol
Grab
625
50
<50
UG/L
1
2-nitrophenol
Grab
625
10
<10
UG/L
1
4-nitrophenol
Grab
625
10
<10
UG/L
1
Pentachlorophenol
Grab
625
50
<50
UG/L
1
Phenol
Grab
625
10
<10
UG/L
1
2,4,6-trichlorophenol
Grab
625
10
<10
UG/L
1
Base -neutral compounds
Acenaphthene
Grab
625
10
<10
UGIL
1
Acenaphthylene
Grab
625
10
<10
UG/L
1
Anthracene
Grab
625
10
<10
UG/L
1
Benzidine
Grab
625
100
<100
UG/L
1
Benzo(a)anthracene
Grab
625
10
<10
UG/L
1
Benzo(a)pyrene
Grab
625
10
<10
UG/L
1
3,4 benzofluoranthene
Grab
625
10
<10
UG/L
1
Benzo(ghi)perylene
Grab
625
10
<10
UG/L
1
Benzo(k)fluoranthene
Grab
625
10
<10
UG/L
1
Bis (2-chioroethoxy) methane
Grab
625
10
<10
UG/L
1
Bis (2-chloroethyl) ether
Grab
625
10
<10
UG/L
1
Bis (2-chloroisopropyl) ether
Grab
625
10
<10
UG/L
1
Bis (2-ethylhexyl) phthalate
Grab
625
20
<20
UG/L
1
4-bromophenyl phenyl ether
Grab
625
10
<10
UG/L
1
Butyl benzyl phthalate
Grab
625
10
<10
UG/L
1
2-chloronaphthalene
Grab
625
10
< 10
UG/ L
1
Form - DMR- PPA-1
Page 2

lnnual Monitoring and Pollutant Sc,
Permit No. 1VC0425402 Month January
Outfall 001 Year 2013
4-chiorophenyl phenyl ether Grab 625 10 <10 UG/L 1
Sample Analytical Quantitation Sample Units of Number of
Parameter Type Method Level Result Measurement samples
Base -neutral compounds (cont.)
Chrysene
Grab
625
10
<10 UG/L
Di-n-butyl phthalate
Grab
625
10
<10 UG/L
Di-n-octyl phthalate
Grab
625
10
<10 UG/L
Dibenzo(a,h)anthracene
Grab
625
10
<10 UG/L
1,2-dichlorobenzene
Grab
625
10
<10 UG/L
1,3-dichlorobenzene
Grab
625
10
<10 UG/L
1,4-dichlorobenzene
Grab
625
10
<10 UG/L
3,3-dichlorobenzidine
Grab
625
20
<20 UG/L
Diethyl phthalate
Grab
625
10
<10 UG/L
Dimethyl phthalate
Grab
625
10
<10 UG/L
2,4-dinitrotoluene
Grab
625
10
<10 UG/L
2,6-dinitrotoluene
Grab
625
10
<10 UG/L
1,2-diphenylhydrazine
Grab
625
10
<10 UG/L
Fluoranthene
Grab
625
10
<10 UG/L
Fluorene
Grab
625
10
<10 UG/L
Hexachlorobenzene
Grab
625
10
<10 UG/L
Hexachlorobutadiene
Grab
625
10
<10 UG/L
Hexachlorocyclo-pentadiene
Grab
625
10
<10 UG/L
Hexachloroethane
Grab
625
10
<10 UG/L
Indeno(1,2,3-cd)pyrene
Grab
625
10
<10 UG/L
Isophorone
Grab
625
10
<10 UG/L
Naphthalene
Grab
625
10
<10 UG/L
Nitrobenzene
Grab
625
10
<10 UG/L
N-nitrosodi-n-propylamine
Grab
625
20
<10 UG/L
N-nitrosodimethylamine
Grab
625
10
<10 UG/L
N-nitrosodiphenylamine
Grab
625
20
<10 UG/L
Phenanthrene
Grab
625
10
<10 UG/ L
Pyrene
Grab
625
10
<10 UG/L
1,2,4,-tichlorobenzene
Grab
625
20
<10 UG/L
I certify under penalty of law that this document and all attachments were prepared under my direction
and supervision in accordance with a system to design to assure that qualified perdonnel properly
gather and evaluat the information submitted. Based on my inquiry of the person or persons that
manage the system, or those persons directly responsibel for gathering the information, the
information submitted is, to the best of my knowledge and belief, true, accurate and complete. I am
aware that there are significant penalties for submitting false information, including the
possibility of fines and imprisonment for knowine violations.
Form - DMR- PPA-1 Page 3

E
1VR.W .if i4
P.O. BOX 7085, 114 OAKMONT DRIVE
GREENVILLE, N.C. 27835-7085
UNITED WATER (ENFIELD WWTP-PP)
NADINE BLACKWELL
P.O. BOX 1279
CLEMMIONS ,NC 27012
Effluent
Analysis
Method
PARAMETERS
Date Analyst
Code
Ammonia Nitrogen as N, mgll
2.90
01/31/13 ANO
350.1 112-93
Total Kjeldahl Nitrogen as N,mgll
5.40
01/31/13 ANO
351.2 R2-93
Nitrate -Nitrite as N, mgJ
4.96
01/30/13 BJC
353.2 112-93
Total Phosphorus as P, mg. -'I
1.24
01/31/13 BJC
365.4-74
Oil & Grease (HEM}, mgll
<5,0
01/30/13 SEJ
1664E
Phenol, ugfl
<2
02102/13 SEJ
420.1-78
Total Cyanide, mg.4
<0.005
02/04/13 SEJ
450OCNE-99
Total Hardness, mg.:1
33
01/30/13 TRB
2340C-97
Total Dissolved Residue, mgr1
144
02/01/13 HMB
2540C-97
Antimony, ugll
<3.0
02/18/13 MEL
3113E-04
Arsenic, ug11
<5.0
02/07/13 MEL
3113E-04
Beryllium, ugll
<1.0
02/05/13 LFJ
EPA200.7
Cadmium, ugll
<1.0
02/07/13 MEL
3113B-04
Copper, ug11
< 10
02/05/13 LFJ
EPA200.7
Total Chromium, ugll
<5.0
02/05/13 LFJ
EPA200.7
Lead, ugll
<5.0
02/11/13 MEL
3113B-04
Mercury, ugll
<0.2
02/04/13 ADD
245.1 R3-94
Nickel, ugll
<10
02/05/13 LFJ
EPA200.7
Selenium, ugll
< 10
02/06/13 MEL
3113E-04
Silver, ugll
<5.0
02/05/13 LFJ
EPA200.7
Thallium, ugll
< 1.0
02/19/13 MEL
EPA279.2
Zinc, ug/1
29
02/08/13 ADD
3111B-99
AYinkiug Watax IDI 37715 '.
waetewaker IPA 10
PHONE [phone]
FAX [phone]
in0: 947
DATE COLLECTED: 01/29/13
DATE REPORTED : 02/28/13
REVIEWED BX:
"VIP

E(Mumminvu % hm)u par bdo
a
P.O. BOX 7085, 114 OAKMONT DRIVE
GREENVILLE, N.C. 27835-7035
CLIENT: UNITED WATER (ENFIELD WWTP-PP)
CLIENT ID:
NADINE BLACKWELL
P.O. BOX 1279
ANALYST:
CLEMMONS, NC 27012
DATE COLLECTED:
DATE ANALYZED:
DATE REPORTED:
REVIEWED BY:
VOLATILE ORGANICS
EPA METHOD 624
Effluent
PARAMETERS, ug.l
1.
Chloromethane
< 10.00
2,
Vinyl Chloride
<10.00
3.
Bromomethane
< 10.00
4.
Chloroethane
< 10.00
5.
Trichlorotluoromethane
<5.00
6.
1,1-Dichloroethane
< 5.00
7.
Methylene Chloride
< 10.00
8.
trans-1,2-Dichloroethene
<5.00
9.
1,1-Dichloroethene
<5.00
10.
Chloroform
<5.00
11.
1,1,1-Trichloroethane
< 5.00
12.
Carbon Tetrachloride
<5.00
13.
Benzene
< 5.00
14.
1,2-Dichloroethane
< 5.00
15.
Trichloroethene
<5.00
16.
1,2-Dichloropropane
<5.00
17.
Bromodichloromethane
<5.00
18,
2-Chloroethylvinyt Ether
< 5.00
19.
cis-1,3-Dichloropropene
<5.00
20.
Toluene
< 5.00
21.
trans-1,3-Dichloropropene
<5.00
22.
1,1,2-Trichloroethane
<5.00
23.
Tetrachloroethene
<5.00
24.
Dibromochloromethane
<5.00
25.
Chlorobenzene
< 5.00
26.
Ethylbenzene
<5.00
27,
Bromoform
<5.00
28.
1,1,2,2-Tetrachloroethane
< 5.00
29.
1,3-Dichlorobenzene
< 5,00
30.
1,4-Dichlorobenzene
<5.00
31.
1,2-Dichlorobenzene
<5.00
32.
Acrolein
< 100.00
33.
Acrylonitrile
<50.00
d
Drinking 1�!L er IDt 377.15')
SIaete fie'er ID! 16
PHONE," [phone]
FAX [phone]
947
MAO
01/29/13
01/30/13
02/28/13

HincomPmUd
P.O. BOX 7085, 114 OAKMONT DRIVE
GREENVILL.E, N.C. 27835-7085
Drinking Water IDr 37715
Waetexafw ID. 30
PHONE [phone]
FAX [phone]
CLIENT: UNITED WATER (ENFIELD WWTP-PP) CLIENT ID: 947
NADINE BLACKWELL
P.O. BOX 1279 ANALYST: CHS
CLEMMONS, NC 27012 DATE COLLECTED: 01/29/13 Page; 1
DATE EXTRACTED: 01/31/13
DATE ANALYZED: 02/11/13
REVIEWED BY: DATE REPORTED: 02/28/13
SEMIVOLATILE ORGANICS
EPA METHOD 625
-
PARAMETERS, ug/I
Effluent
1.
N-Nitrosodimethylamine
< 10.00
2.
Phenol
< 10.00
3.
Bis(2-Chloroethyl) Ether
<10.00
4.
2-Chlorophenol
< 10.00
5.
1,3-Dichlorobenzene
< 10.00
6.
1,4-Dichlorobenzene
< 10.00
7.
1,2-Dichlorobenzene
< 10.00
8.
Bis(2-Chloroisopropyl) Ether
< 10.00
9.
Hexachloroethane
< 10.00
10.
N-Nitrosodi-N-Propylamine
<10.00
11.
Nitrobenzene
< 10.00
12.
lsophorone
< 10.00
13.
2-Nitrophenol
< 10.00
14.
2,4-Dimethylphenol
< 10.00
15.
Bis(2-Chloroethoxy) Methane
<10.00
16.
2,4-Dichlorophenol
< 10.00
17.
1,2,4-Trichlorobenzene
< 10.00
18.
Naphthalene
< 10.00
19.
Hexachlorobutadiene
< 10.00
20.
4-Chloro-3-Methylphenol
<20.00
21.
Hexachlorocyclopentadiene
< 10.00
22.
2,4,6-Trichlorophenol
< 10.00
23.
2-Chloronaphthalene
< 10.00
24.
Acenaphthylene
< 10.00
25.
Dimethylphthatate
< 10.00
26.
2,6-Dinitrotoulene
< 10.00
27.
Acenaphthene
< 10.00
28.
2,4-Dinitrophenol
< 50.00
29.
4-Nitrophenol
< 50.00
30.
2,4-Dinitrotoluene
< 10.00
31.
Fluorene
< 10.00
32.
Diethylphthalate
< 10.00
33.
4-Chlorophenyl Phenyl Ether
<10.00
34.
4,6-Dinitro-2-Methylphenol
<50.00
35.
N-Nitrosodiphenylamine
< 10.00
36.
4-Bromophenyl Phenyl Ether
< 10.00
37.
Hexachlorobenzene
< 10.00
38.
Pentachlorophenol
<50.00
39.
Phenanthrene
< 10.00
40.
Anthracene
< 10.00
41.
Di-N-Butylphthalate
< 10.00
42.
Fluoranthene
< 10.00
43.
Benzidine
< 100.00
44.
Pyrene
< 10.00
45.
Butylbenzylphthlate
< 10.00
46.
Benzo[a]anthracene
< 10.00
47.
3,3-Dichlorobenzadine
< 10.00
48.
Chrysene
<10.00

po(m do
P.O. 80X 7085, 114 OAKMON`f DRIVE
GREFNVILLE, N.C. 27835-7085
CLIENT: UNITED WATER (ENFIELD WWTP-PP)
NADINE BLACKWELL
P.O. BOX 1279
CLEMMONS, NC 27012
REVIEWED BY:
SEMIVOLATILE ORGANICS
EPA METHOD 625
PARAMETERS, ugll
49. Bis(2-Ethylhexyl)phthalate
50. Di-N-Octylphthalate
51. Benzo[b]iluoranthene
52. Benzo[k]fluoranthene
53. Benzo[a]pyrene
54. lndeno(1,2,3-C,d)pyrene
55. Dibenzo[a,h]anthracene
56. Benzo[g,h,i]perylene
57. 1,2-Diphenylhydrazine
_ A
Drinking y(aCeI 37715
•-- wastewater ID: 10
PHONE [phone]
FAX [phone]
CTaIENT ID: 947
ANALYST: CHS
DATE COLLECTED: 01/29/13
DATE EXTRACTED: 01/31/13
DATE ANALYZED: 02/11/13
DATE REPORTED: 02/28/13
Effluent
<20.00
* 10.00
< 10.00
< 10.00
< 10.00
C 10.00
< 10.00
C 10.00
G 10.00
Page: 2

Permit No. NCO025402
Outfall 001
Facility Name Enfield WWTP
Date of sampling 1 /27/ 14
Analytical Laboratory TriTest
ival Monitoring and Pollutant Scan
ORC Tony Gorham
Phone [phone]
Month January
Year 2014
Parameter
Sample
Type
Analytical
Method
Quantitation
Level
Sample
Result
Units of
Measurement
Humber of
samples
Ammonia (as N)
Composite
350.1
0.1
0.08
MG/L
1
Dissolved oxygen
Composite
4500OG
0
10.06
MG/L
1
Nitrate/Nitrite
Composite
353.2
0.01
5.15
MG/L
1
Total Kjeldahl nitrogen
Composite
351.2
1
1.64
MG/L
1
Total Phosphorus
Composite
365.4-74
0.01
0.58
MG/L
1
Total dissolved solids
Composite
2540C-97
1
130
MG/L
1
Hardness
Composite
2340C-97
0.622
53
MG/L
1
Chlorine (total residual, TRC)
Grab
4500CL
2
16
UG/L
1
Oil and grease
Grab
1664B
20
<5
MG/L
1
Metals (total recoverable), cyanide
and total
phenols
Antimony
Composite
200.8
0.003
<0.003 1
MG/ L
1
Arsenic
Composite
3113B-04
0.005
<0.005
MG/L
1
Beryllium
Composite
200.7
0.001
<0.001
MG/L
1
Cadmium
Composite
3113B-04
0.001
<0.001
MG/L
1
Chromium
Composite
200.7
0.01
<0.005
MG/L
1
Copper
Composite
200.7
0.001
<0.010
MG/L
1
Lead
Composite
3113B-04
0.005
<0.005
MG/L
1
Mercury
Composite
245.1R3-94
0.0002
<0.0002
MG/L
1
Nickel
Composite
200.7
0.01
<0.010
MG/L
1
Selenium
Composite
3113B-04
0.01
<0.010
MG/L
1
Silver
Composite
200.7
0.005
<0.005
MG/L
1
Thallium
Composite
200.8
0.01
<0.001
MG/L
1
Zinc
Composite
200.7
0.01
0.042
MG/L
1
Cyanide
Grab
450OCN-E
0.005
<0.005
MG/L
1
Total phenolic compounds
Grab
420.7-78
0.005
<5.0
MG/L
1
Volatile organic compounds
Acrolein
Grab
624
100
<100
UG/L
1
Acrylonitrile
Grab
624
50
<50
UG/L
1
Benzene
Grab
624
5
<5
UG/L
1
Bromoform
Grab
624
5
<5
UG/L
1
Carbon tetrachloride
Grab
624
5
<5
UG/L
1
Chlorobenzene
Grab
624
5
<5
UG/L
1
Chlorodibromomethane
Grab
624
5
<5
UG/L
1
Chloroethane
Grab
624
10
<10
UG/L
1
2-chloroethylvinyl ether
Grab
624
5
<5
UG/L
1
Chloroform
Grab
624
5
<5
UG/L
1
Dichlorobromomethane
Grab
624
5
<5
UG/L
1
1,1-dichloroethane
Grab
624
5
<5
UG/L
i
1,2-dichloroethane
Grab
624
5
<5
UG/L
1
Trans-1,2-dichloroethylene
Grab
624
5
<5
UG/L
1
Form - DMR- PPA-1 Page 1

anal Monitoring and Pollutant Scan
Permit No. NC0025402 Month January
011Hall 001 Year 2014
Sample
Analytical
Quantitation
Sample
Units of
Number of
Parameter
Type
Method
Level
Result
Measurement
samples
Volatile organic compounds (Cont.)
1, 1 -dichloroethylene Grab 624 5 <5 UG/L I
1,2-dichloropropane Grab 624 5 <5 UG/L 1
1,3-dichloropropylene Grab 624 5 <5 UG/L 1
Ethylbenzene
Grab
624
5
<5
UG/L
1
Methyl bromide
Grab
624
10
<10
UG/L
1
Methyl chloride
Grab
624
10
<10
UG/L
1
Methylene chloride
Grab
624
10
<10
UG/L
1
1,1,2,2-tetrachloroethane
Grab
624
5
<5
UG/L
1
Tetrachloroethylene
Grab
624
5
<5
UG/L
1
Toluene
Grab
624
5
<5
UG/L
1
1, 1, 1 -trichloroethane
Grab
624
10
<5
UG/L
1
1,1,2-trichloroethane
Grab
624
5
<5
UG/L
1
Trichloroethylene
Grab
624
5
<5
UG/L
1
Vinyl chloride
Grab
624
10
<10
UG/L
1
Acid -extractable compounds
P-chloro-m-creso
Grab
625
20
<20
UG/L
1
2-chlorophenol
Grab
625
10
<10
UG/L
1
2,4-dichlorophenol
Grab
625
10
<10
UG/L
1
2,4-dimethylphenol
Grab
625
10
<10
UG/L
1
4,6-dinitro-o-cresol
Grab
625
50
<50
UG/L
1
2,4-dinitrophenol
Grab
625
50
<50
UG/L
1
2-nitrophenol
Grab
625
10
<10
UG/L
1
4-nitrophenol
Grab
625
10
<10
UG/L
1
Pentachlorophenol
Grab
625
50
<50
UG/L
I
Phenol
Grab
625
10
<10
UG/L
1
2,4,6-trichlorophenol
Grab
625
10
<10
UG/L
1
Base -neutral compounds
Acenaphthene
Grab
625
10
<10
UG/L
1
Acenaphthylene
Grab
625
10
<10
UG/L
1
Anthracene
Grab
625
10
<10
UG/L
1
Benzidine
Grab
625
100
<100
UG/L
I
Benzo(a)anthracene
Grab
625
10
<10
UG/L
1
Benzo(a)pyrene
Grab
625
10
<10
UG/L
1
3,4 benzolluoranthene
Grab
625
10
<10
UG/L
1
Benzo(ghi)perylene
Grab
625
10
<10
UG/L
1
Benzo(k)(luoranthene
Grab
625
10
<10
UG/L
1
Bis (2-chloroethoxy) methane
Grab
625
10
<10
UG/L
i
Bis (2-chloroethyl) ether
Grab
625
10
<10
UG/L
1
Bis (2-chloroisopropyl) ether
Grab
625
10
<10
UG/L
1
Bis (2-ethylhexyl) phthalate
Grab
625
20
<20
UG/L
1
4-bromophenyl phenyl ether
Grab
625
10
<10
UG/L
1
Butyl benzyl phthalate
Grab
625
10
<10
UG/L
1
2-chloronaphthalene
Grab
625
10
<10
UG/L
1
Form - DMR- PPA-1 Page 2

_nual Monitoring and Pollutant Scan
Permit No. NC0025402 Month January
Outfall 001 Year 2014
4-chlorophenyl phenyl ether Grab 625 10 <10 UG/L 1
Sample Analytical Quantitation Sample Units of Number of
Parameter Type Method Level Result Measurement samples
Base -neutral compounds (cont.)
Chrysene
Grab
625
10
<10
UG/L
Di-n-butyl phthalate
Grab
625
10
<10
UG/L
Di-n-octyl phthalate
Grab
625
10
<10
UG/L
Dibenzo(a,h)anthracene
Grab
625
10
<10
UG/L
1,2-dichlorobenzene
Grab
625
10
<10
UG/L
1,3-dichlorobenzene
Grab
625
10
<10
UG/L
1,4-dichlorobenzene
Grab
625
10
<10
UG/L
3,3-dichlorobenzidine
Grab
625
20
<20
UG/L
Diethyl phthalate
Grab
625
10
<10
UG/L
Dimethyl phthalate
Grab
625
10
<10
UG/L
2,4-dinitrotoluene
Grab
625
10
<10
UG/L
2,6-dinitrotoluene
Grab
625
10
<10
UG/L
1,2-diphenylhydrazine
Grab
625
10
<10
UG/L
Fluoranthene
Grab
625
10
<10
UG/L
Fluorene
Grab
625
10
<10
UG/L
Hexachlorobenzene
Grab
625
10
<10
UG/L
Hexachlorobutadiene
Grab
625
10
<10
UG/L
Hexachlorocyclo-pentadiene
Grab
625
10
<10
UG/L
HexachIoroethane
Grab
625
10
<10
UG/L
Indeno(1,2,3-cd)pyrene
Grab
625
10
<10
UG/L
Isophorone
Grab
625
10
<10
UG/L
Naphthalene
Grab
625
10
<10
UG/L
Nitrobenzene
Grab
625
10
<10
UG/L
N-nitrosodi-n-propylamine
Grab
625
20
<10
UG/L
N-nitrosodimethylamine
Grab
625
10
<10
UG/L
N-nitrosodiphenyiamine
Grab
625
20
<10
UG/L
Phenanthrene
Grab
625
10
<10
UG/L
Pyrene
Grab
625
10
<10
UG/L
1,2,4,-trichlorobenzene
Grab
625
20
<10
UG/L
I certify under penalty of law that this document and all attachments were prepared under my direction
and supervision in accordance with a system to design to assure that qualified perdonnel properly
gather and evaluat the information submitted. Based on my inquiry of the person or persons that
manage the system, or those persons directly responsibel for gathering the information, the
information submitted is , to the best of my knowledge and belief, true, accurate and complete. I am
aware that there are significant penalties for submitting false information, including the
possibility of fines and imprisonment for knowing violations.
Form - DMR- PPA-1 Page 3

UNITED WATER (ENFIELD 1,94TP-PP)
NADINE BLACKWELL
P.O. BOX 1279 DATE COLLECTED: 01/27/14
CLEMONS ,NC 27012 DATE REPORTED02/26/14
REVIEWED BYs
Effluent
Analysis
A-lethod
PARAMETERS
Date Analyst
Code
Ammonia Nitrogen as N, mg/1
0,08
01128/14 ALB
350.1 RM3
Total Igeldahl Nitrogen as N,mg/1
1.64
01/30/14 ANO
351.2 R2.93
Nitrate -Nitrite as N, mg11
5.15
01/29/14 ANO
353.2 R2.93
Total Phosphorus as P, u:gll
0.58
01/30/14 ALB
365.4-74
OR & Grease (HEM), 1119/1
<5.0
01/31/14 SEJ
1664B
Phenol, ug/l
<5
021103/14 SEJ
420.178
Total Cyanide, mgfi
<0.005
01/31/14 SEJ
4500CNE-99
Total 1larduess, mgll
53
01128/14 TRB
2340C-91
Total Dissolved Residue, mgll
130
01/29/14 CIVIC
254OC-97
Antimony, 11911
<3.0
02/07/14 LFJ
EPA200.8
Arsenic, ug/l
<5.0
02/05/14 A1EL
311315-04
Beryllium, ug/l
<1.0
02/04/14 LFJ
EPA200.7
Cadmium, ug/l
<1.0
02106/14 AIEL
311313.04
Copper, ugfi
<10
02/04114 LFJ
EPA200.7
Total Chromfuiu, ng/l
<5.0
02/04/14 LFJ
EPA200.7
Lead, ug/l
<5.0
02/10/14 11EL
3113B-04
Mercury, ug/l
<0.2
01130/14 ADD
245.1 113-94
Nickel, ug/l
<10
02/04/14 LFJ
EPA200.7
Selenium, ug/1
<10
02/07/14 A1EL
3113B-04
Silver, ug/l
<5.0
02/04/14 LFJ
EPA200.7
Thallinnn, ugll
<1.0
02/04/14 LFJ
EPA200.8
Zinc, ug/l
42
02/04/14 LFJ
EPA200.7

Ede
CLIENT: UNITED WATER (HNVIELD 6•IWTP-PP)
NADINE BLACK;IELL
P.O. BOX 1279
Cbns iom, NC 27012
REVIEWED BY:
VOLATILE ORGANICS
EPA METHOD 624
jIjKLriq nnE.Vv iD, }'rI15'
:r; HaDtexBLOr I17', SU
NE
'2 'f 5Cr633"
CLIENT 11): 947
ANALYST: MAO
DATE COLLECTED: 01/27/14
DATE ANALYZED: 02/05/14
DATE REPORTED: 02/26/14
PARAh13;TERS, 119A
Effluc:it
1.
Chloromethane
<10.00
2.
Vh:yl Chloride
<10.00
3.
Bromontethane
<10.00
4.
Chloroethaue
<10.00
5,
TA21lorofluoromethane
<5.00
6.
1,1-Dichloroethano
<5.00
7.
Methylene. Chloride
<10.00
8.
trans-1,2-Dichloroethene
<5.00
9.
1,1-Dichloroethene
<5.00
10.
Chloroform
<5.00
<5.00
11.
1,1,1-Trichloroethane
<5.00
12,
Carbon Tetrachloride
<5.00
13.
14.
Benzene
1,2-Dlchloroethaue
<5.00
15.
Trichloroethene
<5.00
<5.00
16.
1,2-Dichloropropane
<5.00
17,
Bromodichloromethane
18.
2-Chloroethylviii3l1 Killer
<5,00
19.
cis-1,3-Dichloropropene
<5.00
20.
Toluene
<5.00
21.
trans-1,3-Dichloropropeue
<5.00
22.
1,1,2 Triddoroethene
<5.00
23.
Tetrachloroethene
<5,00
24.
Dibromochloroinethane
<5,00
25.
Chlorobenzeno
<5.00
<5.00
26.
Ethylbenzene
<5.00
27.
28.
Bromoform
1,1,2,2-Tetrachlorocthaue
<5.00
29.
113-Dichlorobenzene
<5.00
30.
1,4-Dichlorobenzene
<5,00
<5.00
31.
1,2-Dichlorobenzene
<100.00
32.
33.
Acroiebi
Acrylonitrile
<50,00

2 Eo v co a &I(� rm a d,ip
CLIENT: UNITED WATER (ENFIELD 10TP-PP) CLIENT ID: 947
NADINE BLACKWELL
P.O, BOX 1279 ANALYSTt CHS
CLEDR4ONS, NC 27012 DATE COLLECTED: 01/27/14
DATE EXTRACTED: 01/28/14
DATE ANALYZED: 02/01/14
REVIEWED BY: DATE REPORTED: 02/26/14
SHNIVOLATILE ORGANICS
EPA METHOD 625
Etliuent
PARAAZETERS, ligll
1.
N-Nitrosodhitethylamhie
< 10.00
2,
Phenol
<10.00
3.
Bis(2-Chloroe(hyl) Ether
<10.00
4.
2-Cillorophenoi
<10.00
S.
1,3-Dichlorobenzene
< 10.00
6.
1,4-Dicldorobenzetie
<10.00
7.
1,2-Diehlorobeuzene
< 10.00
S.
li1S(2-Cllli)roisopl'opyl) EIILer
<10.00
9.
HoxacllloraelEtaue
<10.00
10,
N-11Nitrosodi-N-Propylanthic
11.
Nitrobenzene
<10.00
12.
Isopitorone
<10.00
< 10.00
13.
14.
2-Nitroplicnot
2,4-Diniethylphenol
< 10.00
15.
Bis(2•Cliloroethoxy) Aletlinue
< 1000
16.
2,4-Wri loroplimol
<10.00
17.
1,2,4-Triclilorobenzene
<10.00
18,
Nitphthaleno
<10.00
19.
Hexnchlorobutadiene
0.00
<<110.00
20.
4-Chloro-3-MeillyIphenol
21.
Hexaclilot'oc},clopetttadiene
<10.00
22.
2,4,6-TrielllGroplienol
< 10.00
23.
2-Chloronaplithaleite
<10.00
24.
Acemaplitllyleue
<10,00
25.
Dhnethylplithalate
<10.00
26,
2,6-Dhii(rotonlene
<10.00
27.
Acenaphthene
<10,00
28.
2,4-Dinitropitenol
<50.00
29,
4-Nitrophcnol
<50.00
39.
2,4-Dinilrotoluene
<10.00
31.
Tiuorelie
<10.00
32.
Dfethylphfhalate
<10.00
<10.00
33.
4-Chlorophenyl Plieuyl Ether
< 500
34.
4,6-Dililtro-2-Afettiylphenol
35,
N-Nitrasodiplicnylanihie
< 0,00
36,
4-Bronioplieityl Phenyl Ether
<10.00
37,
Hexactdorobenzene
.
<1000
< 5000
38.
Pentachlorophenol
<0-00
39.
Phenanthrette
<10.00
40.
41.
Anthracene
DI-N-Butylphthatnte
<10.00
42,
I+luorantheue
<I0.00
<10,00
43.
Benzldhie
C00.00
44.
45.
Pyrene
Butylbetiz).1phtillatc
<10.00
46.
Benzoia]anthraccna
<1000
47.
3,3-Dichlorobenzadhie
<10,00
48,
Clirysene
<10.00
Page: 1

i ,'XlQtbli:i] .0A1Q;()N 1v,Jl':rl=
CLIENT: UNITED tVATER (ENFIELD WWTP-PP)
NADINE BLACKWELL
P.O. BOX 1279
CLEMMONS, NC 27012
REVIEWED BYt
SBMIVOLATILE ORGANICS
EPA METHOD 625
. :
CLIENT IDt 947
ANALYST: CHS
DATE COLLE3CTED: 01/27/14
DATE EXTRACTED; 01/28/14
DATE ANALYZED: 02/01/14
DATE REPORTED. 02/26/14
PARAMETERS, ug/l
EFlEnent
49,
Bls(2 EtLyil:exyl)plttlutlate
<20.00
50.
DI-N-Octylplilhalate
< 10.00
51.
Benzo[U]f tioranthene
< I0.00
52,
Beuzo[k]t2norantl:eue
<10.00
53.
Benzo[a]pyrcne
< 10.00
54.
Indeno(1,2 3-C,d)pyrene
<10.00
<10.00
55.
DJbeuza[a,f:]anil:racene
56.
Beuzo(g,li,i]peryleue
<10.00
51.
1,2-Dipl:euylhydrazhie
< 10.00
Page; 2

Toxicity Tests

YU 13ox 1303
Asheville, NC 28802
,� Phone: [phone]
Fax: [phone]
E-mail: [e-mail]
u
Environmental Testing Solutions, Inc. Date: February 25, 2014
Effluent Aquatic Toxicity Report Form - Chronic Fathead Minnow Multi -Concentration Test
Facility. Enfield WWTP NPDES #: NC- 0025402 Pipe N: 001 County: Halifax
Laboratory Performing Test- Environmental Testin ions, I "A omments:
Signature of Operator in Responsible Charge:
Signature of Laboratory Supervisor. Project: 9593
Samples: 140204.06. 140206.07, 140208.05
Mail Original To: North Carolina Department of Environment and Natural Resources
DWQ/ Environmental Sciences Branch
1621 Mail Service Center Start date: End date: Start time End time.
Raleigh, NC 27699-1621 02-04-14 02-11-14 1132 1043
Control
Organisms
% Effluent
1.75
% Effluent
3.5%
% Effluent
7.0%
% Effluent
14%
% Effluent
28%
Replicate number
S"vin numberoflarvae
1 10 1
10
1 10
1 10
original number o£larvae
1 10
1 10
1 10
1 10
weightlori'nal (mgAarvae)
1 0.758
1 0.761
1 0.714
1 0.742
ISurviving number oflarvae
10
1 10
1 10
1 10
Oriinal number of larvae
10
1 10
1 10
1 10
Wei tloriginal(m arvae)
1 0.647
1 0.851
1 0.777
1 0.823
ISurviving number of larvae
10
1 10
1 10
1 10
Dri inal number of larvae
10
1 10
1 10
1 10
Weightloriginal m arvae)
0.753
1 0,815
1 0.788
1 0.78$
Surviving cumber of larvae
10
10
10
110
Original number of larvae
10
10
10
10
wei tlori inal(m arvae)
0.732
1 0.701
1 0.838
4.642
ISurviving number of larvae
1 10
1 10
1 10
1 10
Original number of larvae
1 10
1 10
1 10
1 10
Weightlori inal (m arvae)
1 0.772
1 0.887
1 0.854
1 0.773
ISurviving number of larvae
1 10
9
1 10
1 10
Original number of larvae
10
10
1 10
1 10
Weightlori final (m arvae)
0.832
0.736
1 0.867
1 0.837
Test Organisms
Survival (%) 100.0 Outside supplier
Average wt (mg) 0.744 A uatox,lnc.
Average wt 1 0.744
surviving (mg) Hatch date' 02-03-14
Survival (%) 100.0
Average wt (mg) 1 0.775
Survival (%) 100.0
Average wt (mg) 1 0.786
Survival (%) 100.0
Average wt (mg) 1 0.778
Survival (%) 100.0
Average wt (mg) 1 0.822
Survival (%) 97.5
Average wt (mg) 1 0.818
Hatch time: 1 1600 ET
Water Quality Data
Day 0 Day 1 Day 2 Day 3 Day 4 Day 5 Day 6
Initial I Final Initial Final Initial I Final Initial Final Initial I Finall Initial I Final initial I Final
Control
PH (SU):
DO (mglL):
Temp. (°C):
High Concentration
pH (SU):
DO (mg1L):
Temp. CC):
7.64
7.08
7,58
7.25
7.50
7,30
7.68
7.29
7.62
7.14
7.57
7,18
7.69
7,19
8.l
9.0
7.9
7.8
9.2
7.8
9.2
7.4
8.0
7.6
8.0
7.1
8.0
9.0
24.7
24.7
29.7
24.4
24.8
24.5
24.7
24.3
24 7
24.6
24.8
24.6
24.7
24.3
7.35
7.29
7.44
7.23
7.61
7.39
7.51
7.13
7.30
7.16
7.50
7.16
7.53
7.18
8.2
8.0
8.2
7.7
8.3
8.0
7.8
7.2
S. ]
7A
9.2
7.3
8.2
8.1
24.8
24.5
24.9
24.7
25.0
24.4
24.9
1 24.5
245
24.3
25.1
24.5
1 24.9
24.4
Sample Information
Collection start date:
Grab:
Composite duration:
Alkalinity (mg1L CaCOs):
Hardness (msIL CaCOA
Conductivity (pmhoslcm):
Total residual chlorine (mF/L):
Sample Temp. at Receipt C4
Sample I I
02-02-14
Sample
02-04-14
24.75-h
Sam lea I Control
02-06.14
24-h
25-h
6.0
8.0
9.o 30-34
28
213
34
34 4045
192
192 148.15'
<0.10
_ 07
<0.10
1.2
<0,10
1:9 _ _
I
Analyses
Normal:
Horn var.
NOEC:
LOEC:
ChV:
Method:
Overall Analysis:
Result: PASS LOEC: >28% NOEC: 28% ChV: >28%
DWQ7 form AT-5 (8103)
Survival
Growth
Yes
Yes
Yes
Yes
28%
28%
>29%
>28%
>28%
>28%
Visu.1.1.sp,_1
Dunnetfs
Survival
Growth
%Effluent
Critical
Calculated
Critical I
Calculated
175%
2.410
-0.733
3.3%
2.410
-1.007
7.0yo
2.410
-0.822
14%
2.410
-1.853
28%
2.410
-1,770

k
Asheville, NC 28902
Phone: [phone]
Fax: [phone]
- E-mail: [e-mail]
ntal Testing Solutions, Inc. Date: November 29, 2013
Effluent Aquatic Toxicity Report Farm - Chronic Fathead Minnow Multi -Concentration Test
NPDES H NC-0025402 Pipell: 001 County: Halrfax
Facility' Enfield WWTP
Laboratory Performing Test: Environmental
of Operator in Responsible Char e:
Aeuc
;Comments:Signature
ect: 9375Signature
of Laboratory Supervisor:
ples: 131105.13, 13110105.. 131109.02
Mail Original To-. North Carolina Department of Environment and Natural Resources
DWQf Environmental Sciences Branch
Stan date: End date startCme: IEnd rime
1621 Mail Service Center
ll OS-Y3 11-12-13 1240 1Y48
Raleigh, NC 27699-1621
Replicate
number
Test Organisms
1
10gjj�
2
3
4
Survivtl('6) IOD.D Outside su lrer:
Control Survivor number of larvae
l0
Average wt 6 686 A uatox, Inc.
Organisms Original number of larvae
'nsl(m arvae) 0.552
age wt 1 0.686
11-04.13
Wei Dori
sum�vmg( -latch date:
10
10
10
Hatch time: 1600 ET
Effluent rvivin nu�.fl--
W
Survival (%) 100.0
1.75x final num0. 0
ro.
010
0 624
0 677
Average wt {mg) 0,666ei
s
%Effluent Surviving number oflarvae to
10
10
10
10
10
10
Survival (%) 104.0
SE- Origins! number of larvae 0.10
0.672
0.668
0.639
Average wt (mg) 0.681
Weiotlorifinal {mgAarvae)
°!°Effluent Surviving number oflarvae 10
10
10
10
10
10
survival(%a) 140.0
7.010
% Ori final number of larvae 0.619
10
0 619
0.554
0. 85
Average urt (mg) 0.644
Wei U°ri inal ( arvae)
% Effluent Survivin number aflarvae 10
10
10
10
10
10
survival () 100.0
14 A Ori inal number of larvae 10
0.678
10
0.670
0.699
0 785
Avcrage Hrt (ms) D.708
W6 Hari final (m arvae)
%Effluent survivingnumber of larvae 10
10
10
10
10
10
10
survival (%) 100.0
28%, Original number of larvae 10
0.602
0.727
0.659
0.749
Average vA (mg) LI.684J
Weight/original (m arvae)
Water Quality Data
n.„s Day 1 Day 5 1Day6
Control
PH (Su): 7.65
7.63
7.78
1.39
7.69
7.48
DO (mg1L): 8.0
7.8
8.0
7.8
7.9
7.7
-temp (°C). 24.7
2A.5
24-7
24.3
24.8
24 5
High Concentration
PH (SU): 7 50
7.62
7.71
7,4<DO
(mgF4 7.8
7.8
7.9
�7.41T.55
7.9
7.6
Temp. (°C): 24.8
24.T
24.8
24 9
24.'
SUMIVal �,�VW1.
Sample Information F.Sam Ie I Sam let Sam�le3 Control Analyses Yes Yes
11 03-13 11-05.13 11.07-13 Normal:
Collection start date' Yes
Hom. Var. Yes
Grab NOEC: 28% 28%
Composite duration: 24.5-h 24.25-h 24.25-h >28,A >28%a
32 LOEC
Alkalinity (mglL CsCO3): 28 25 2S 33, >28% >28°/a
Hardness (mglt. COCOA
42 48 44 42, 40 ChV:
265 287 269 152-158 Method: Visual In . Dunnen's
Conductivity (pmhos'cm). _
Total residual chlonne (mg1L): <0Ic <0 Y4 <0.10
Sample Temp. at Receipt (°C) 0.3 _ ).8 i 0
V28%.
urvival Growth
Calculated Critical Calculated
2.410 0.389
2.410 0.108
2.410 0.823
242.414 0.034
overall Analysis:
Result: PASS LOEC: >28% NOEC: 28% ChV: >28%
DWQfornr AT-S (8103)

PO Box 7565
?�
Asheville, NC 28802
Phone: [phone]
Fax: [phone]
_
E-1ilail: Jim@etsnclab.c6d1
:.5 Environmental Testing Solutions, Inc.
Date: October 30, 2013
Effluent Aquatic Toxicity Report Form - Chronic Fathead Minnow Multi -Concentration Test
Mail Original To: North Carolina Department of Environment and Natural Resources
DWQI Environmental Sciences Branch
1621 Mail Service Center Startdate: Enddale: Stantimv Endtimee
Raleigh, NC 27699-1621 10-09-13 lu•15-13 1050 ION
Control
Organisms
% Effluent
1.75%
% Effluent
3.5%
% Effluent
7.t1i
% Effluent
14%
% Effluent
zs i
Replicate number
1 2 3 4
Survivin number orlarvae
10
1 10
10
1 10
Ori inal number orlarvae
14
1 10
10
1 10
Wei Noriginal (mg/larvae)
0.586
1 0,616
1 0.642
1 0.640
Surviving number of larvae
1 10
1 10
1 10
1 10
Original number of larvae
10
1 10
1 10
1 10
Wei htforiginal (m arvae)
0,573
0.430
1 0.566
1 0.648
Surviving number of larvae
10
1 10
10
10
Original number of larvae
10
10
10
10
Weightlori final (mg/larvae)
0.547
0.632
1 0.576
1 0.537
Survivin number of larvae
1 10 10
1 10
1 ] 0
Ori inat number of larvae
10 10
1 10
1 10
Wei tloriinal (mg/larvae)
0.566 1 0.631
1 0.474
1 0.496
ISurviving number of larvae
10 10 1
10
10
[Original number of larvae
10 10
1 10
10
Weightfori final (mg/larvae)
1 0.592 LO.498
1 0.591
0.592
ISurviving number oflarvae
1 10
1 9
to
1 10
Original number of larvae
1 10
1 10
1 10
1 10
Weightlori inal (m arvae)
1 0.530
1 0.565
1 0.557
1 0.569
Test Organisms
Survival (%)
lao.0
Outside supplier:
Average wt (mg)
0.621
A uatox, lne
Average wt 1
1 0.621
surviving (mg)
1 Eauch date:
10-07 13
Hatch time:
16"3 ET
Survival (%)
I00.0
Average wt (mg)
1 0.554
Survival (%)1 100.0
Average wt (mg) 1 0.573
Survival (%) I00.0
Average wt (mg) 1 0.542
Survival (%) 104.0
Average wt (mg) 1 0.568
Survival ('.) 97.5
Average wt (mg) 1 0.555
Water Quality Data
Day 0 Da 1 Day 2 Day 3 Day 4 Day 5 Day 6
Initial I Final Initial Final initial I Final Initial I Final Initial I Final Initial Final Initial Final
Control
PH (SU)
DO (mg1L)-
Temp, CC):
High Concentration
PH (5U):
DO (mglL):
Temp. (°C).
7,68
7.36
7 70
7.30
7 52
7.36
7.53
7.23
7 63
7.42 7.46
7.21
7.58
7.27
8.0
8.0
8.0
7.8
8.4
7,7
79
7.6
8.0
7.9 8.0
R7
7.9
9.0
24 8
24.6
24 8
A
24.8
24.6
24.7
24.5
24.9
24.7 24.7
24.5
24.7
24.5
7.48
7.39
7.67
7.38
7.44
7.31
7 50
7 26
7.50
7.38 7.56
7.20
7.54
7.26
7.9
7.8
82.0
7.7
7.9
7.7
7.9
7.5
7.9
7.9 7.8
7.6
7.7
8.0
24,9
24.5
24.9
24.7
24.8
24.4
24 9
24.6
25.0
24.5 25.0
24.7
24.9
24.4
Sample Information
Collection start date:
Grab:
Composite duration:
Alkalinity (mglL. CaCOA
Hardness (mglL CaCO3)-
Conductivity (pmhos+cm)-
Total residual chlorine (mgfL):
SampleTemp. at Receipt CC):
sample 1
Sample 2
S le:
10.06-13
10-09-13
10-10-1:
24.5-h
42
24.25-h
30
25-h
25
48
50
42
293
263
co to
_ 246
<0.10
<0.f0
1.4
1 5
4.8
Control Analyses
N=al
Hom var
NOEL
2, 34, 32
LOEr'
2, 40, 40
Chv
150.154
Method.
Overall Analysis:
Result: PASS LOEC: >28% NOEC: 28% ChV: >28%
Survival
Growth
Yes
Yes
Yes
Yes
28%
28%
>28%
>28%
>28%
>28%
Visuallns
Dunnetfs
Survival
Growth
%Effluent
Critical
Calculated
Critical
Calculated
l 75%
2.410
1.708
3.5%
2.410
1.229
7.0%
2.410
7,028
14%
2,410
1.350
285
2.410
1,683
DiVQ form Ar 5 (8103)

Topographic Map

41
-100
0 t
Outfall 001
eks
94,
A
�y\��s. ��� . \
r7-
.. \� � �
USGS Topo Ojad, Enlield, 14C I C28NW
Oudaa,' LatRude, 36- iDg- 04-- N Facility
LorOude. �* 41' 35" W Location
Siream Cuss . C NSW
8-DIO HUC, 0W20102
Re'DC-iv� Siream' Fishing Creek; Subbasin 03-03-04 Enfield WWTP
L Notth F- AC 0025402
If.

Plant Schematic

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Vn a

FACILITY NAME AND PERMIT NUMBER: I PERMIT ACTION REQUESTED: I RIVER BASIN:
Enfield WWTP, NCO025402 I Renewal I Tar Pamlico
FORM
2A NP09S FORM 1-A, APPURC-09"PRow
NPDES
APPLICATION OVERVIEW
Form 2A has been developed in a modular format and consists of a "Basic Application Information" packet
and a "Supplemental Application Information" packet. The Basic Application Information packet is divided
into two parts. All applicants must complete Parts A and C. Applicants with a design flow greater than or
equal to 0.1 mgd must also complete Part B. Some applicants must also complete the Supplemental
Application Information packet. The following items explain which parts of Form 2A you must complete.
BASIC APPLICATION INFORMATION:
A. Basic Application Information for all Applicants. All applicants must complete questions A 1 through A.8 A treatment works
that discharges effluent to surface waters of the United States must also answer questions A.9 through A 12
B. Additional Application Information for Applicants with a Design Flow a 0.1 mgd. All treatment w,:,r<s that have design flows
greater than or equal to 0.1 million gallons per day must complete questions 13.1 through B.6.
C. Certification. All applicants must complete Part C (Certification).
SUPPLEMENTAL APPLICATION INFORMATION:
D. Expanded Effluent Testing Data. A treatment works that discharges effluent to surface waters of the United States and meets
one or more of the following criteria must complete Part D (Expanded Effluent Testing Data):
1. Has a design flow rate greater than or equal to 1 mgd,
2 Is required to have a pretreatment program (or has one in place), or
3. Is otherwise required by the permitting authority to provide the information
E. Toxicity Testing Data. A treatment works that meets one or more of the follow'ng criteria must complete Part E (Toxicity Testing
Data):
1. Has a design flow rate greater than or equal to 1 mgd,
2. Is required to have a pretreatment program (or has one in place), or
3. Is otherwise required by the permitting authority to submit results of toxicity testing.
Industrial User Discharges and RCRA/CERCLA Wastes. A treatment works that accepts process wastewater from any
significant industrial users (SIUs) or receives RCRA or CERCLA wastes must compete Part F (Industrial User Discharges
and RCRAICERCLA Wastes). SIUs are defined as.
1. All industrial users subject to Categorical Pretreatment Standards under 40 Code of Federal Regulations (CFR) 403.6 and
40 CFR Chapter i, Subchapter N (see instructions); and
2. Any other industrial user that:
a. Discharges an average of 25,000 gallons per day or more of process wastewater to the treatment works (with certain
exclusions); or
b. Contributes a process wastestream that makes up 5 percent or more of the average d•y weather hydraulic or organic
capacity of the treatment plant; or
C. Is designated as an SIU by the control authority.
G. Combined Sewer Systems. A treatment works that has a combined sewer system must complete Part G (Combined Sewer
Systems).
ALL APPLICANTS MUST COMPLETE PART C (CERTIFICATION)
EPA Form 3510.2A (Rev. 1.99) Replaces EPA forms 7550-6 & 7550-22 Pagel of 21

FACILITY NAME AND PERMIT NUMBER:
PERMIT ACTION REQUESTED. RIVER BASIN:
Enfield WVVTP, NCO025402
Renewal Tar Pamlico
BASIC APPLICATION INFORMATION
PART A. BASIC APPLICATION INFORMATION FOR ALL APPLICANTS:
All treatment works must complete questions A.1 through A.S of this Basic Application Information Packet.
A.1. Facility Information.
Facility Name Enfield WWTP
Mailing Address PO Box 69
Enfield NC 27823
Contact Person Bobby Davis
Title Town Administrator
Telephone Number 252 445-3146
Facility Address 18270 Highway 301 North
(not P.O. Box) Enfield NO 27823
A.2. Applicant Information. If the applicant is different from the above, provide the following:
Applicant Name Town of Enfield
Mailing Address PO Box 699
1-0 W ir1 0 r�{,
Enfield NC 27823
_
Contact Person Bobby Davis
a D
Title Town Administrator
Telephone Number 252 445-3146
Is the applicant the owner or operator (or both) of the treatment works?
® owner ❑ operator
Indicate whether correspondence regarding this permit should be directed to the facility or the applicant. n ]�
Gf 1"
❑ facility ® applicant
A.3. Existing Environmental Permits. Provide the permit number of any existing environmental permits that have been issued to the treatment works
(include state -issued permits).
NPDES NCO02W2 PSD
UIC Other W00008015
RCRA Other
A.4. Collection System Information. Provide information on municipalities and areas served by the facility. Provide the name and population of each
entity and, if known, provide information on the type of collection system (combined vs. separate) and its ownership (municipal, private, etc.).
Name Population Served Type of Collection System Ownership
Enfield 2496 Sanitary Town of Enfield
Total population served 2496
FACILITY NAME AND PERMIT NUMBER:
PERMIT ACTION REQUESTED:
RIVER BASIN:
S�
91
EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22. Page 2 of 21

Enfield WWTP, NCO025402 I Renewal I Tar Pamlico
A.6. Indian Country.
a. Is the treatment works located in Indian Country?
❑ Yes ® No
b. Does the treatment works discharge to a receiving water that is either in Indian Country or that is upstream from (and eventually flows
through) Indian Country?
❑ Yes ® No
A.6. Flow. Indicate the design flow rate of the treatment plant (i.e., the wastewater flow rate that the plant was built to handle). Also provide the
average daily flow rate and maximum daily flow rate for each of the last three years. Each year's data must be based on a 12-month time period
with the 12"month of "this year" occurring no more than three months prior to this application submittal. Based on March through February of
each year,
a. Design flow ratel.0 mgd
Two Years Ago Last Year This Year
b. Annual average daily flow rate 0.550 0.609 0,498
C. Maximum daily flow rate 0.761 0.833 0.993
A.7. Collection System. Indicate the type(s) of collection system(s) used by the treatment plant Check all that apply. Also estimate the percent
contribution (by mites) of each.
® Separate sanitary sewer 100 %
❑ Combined storm and sanitary sewer %
A.B. Discharges and Other Disposal Methods.
a. Does the treatment works discharge effluent to waters of the U.S.? ® Yes ❑ No
If yes, list how many of each of the following types of discharge points the treatment works uses:
t. Discharges of treated effluent
H. Discharges of untreated or partially treated effluent
iii. Combined sewer overflow points
Iv. Constructed emergency overflows (prior to the headworks)
V. Other
b. Does the treatment works discharge effluent to basins, ponds, or other surface impoundments
that do not have outlets for d scharge to waters of the U.S.? ❑ Yes
If yes, provide the following for each surface impoundment:
Location:
Annual average daily volume discharge to surface impoundment(s)
Is discharge ❑ continuous or ❑ intermittent?
c Does the treatment works land -apply treated wastewater?
If yes, provide the following for each land application site:
d.
Location:
Number of acres -
Annual average daily volume applied to site'
Is land application ❑ continuous or ❑ intermittent?
Does the treatment works discharge or transport treated or untreated wastewater to another
treatment works?
® No
❑ Yes
mgd
mgd
® No
❑ Yes ® No
EPA Form 3510-2A (Rev 1-99) Replaces EPA forms 7550-6 & 755G-22. Page 3 of 21

FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN:
Enfield VWVfP, NG0025402 Renewal Tar Pamlico
• it yes, describe the mean(s) by which the wastewater from the treatment works is discharged or transported to the other treatment works
(e.g,, tank truck, pipe).
If transport is by a party other than the applicant, provide:
Transporter Name
Mailing Address
Contact Person
Title
Telephone Number
For each treatment works that receives this discharge, provide the following:
Name
Mailing Address
Contact Person
11101
Telephone Number
If known, provide the NPDES permit number of the treatment works that receives this discharge
Provide the average daily flow rate from the treatment works into the receiving facility.
e. Does the treatment works discharge or dispose of its wastewater in a manner not included
in A.8. through A.8.d above (e.g., underground percolation, well injection):
If yes, provide the following for each disposal method:
Description of method (including location and size of site(s) if applicable):
Annual daily volume disposed by this method:
Is disposal through this method ❑ continuous
or ❑ intermittent?
mgd
❑ Yes ® No
EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550.22 Page 4 of 21

FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN:
Enfield IIWItTP, NCO025402 Renewal Tar Pamlico
WASTEWATER DISCHARGES:
If you answered "Yes" to question A.B.a, complete questions A.9 through A.12 once for each outfall (including bypass points) through
which effluent Is discharged. Do not include Information on combined sewer overflows in this section. If you answered "No" to question
A.8.a, go to Part B. "Additional Application Information for Applicants with a Design Flow Greater than or Equal to 0.1 mgd."
A.9. Description of Outfall.
a. Outfall number 001
b. Location Enfield
27823
(City or town, if applicab'e)
(Zip Code)
Halifax
NC
(County)
(State)
36009.02-
77*41-17'
(Latitude)
(Longitude)
C. Distance from shore (if applicable)
ft.
d. Depth below surface (if applicable)
ft.
e. Average daily flow rate
m9d
f. Does this outfall have either an intermittent or a periodoc discharge?
❑ Yes ® No (go to A.9.9.)
If yes, provide the following information:
Number f times per year discharge occurs:
Average duration of each discharge:
Average flow per discharge-
_ mgd
Months in which discharge occurs:
g. Is outfall equipped with a diffuser?
❑ Yes ® No
A.10. Description of Receiving Waters.
a. Name of receiving water Fishing Creek _
b. Name of watershed (if known)
United States Soil Conservation Service 14-digit watershed code (if known):
C. Name of State Management/River Basin (if known): Tar Pamlico
United States Geological Survey 8-digit hydrologic cataloging unit code (if known): NIA
d. Critical low flow of receiving stream (if applicable)
acute WA cis chronicNIA cfs
e. Total hardness of receiving stream at critical low flow (if applicable):NIA mgll of CaCO3
EPA Form 3510-2A (Rev. 1.0), Replaces EPA forms 7550.6 & 7650-22, Page 5 of 21

FACILITY NAME AND PERMIT NUMBER:
PERMIT ACTION REQUESTED:
RIVER BASIN:
Enfield WVVfP, NCO025402
Renewal
Tar Pamlico
AA1. Description of Treatment
a. What level of treatment are provided? Check all that apply.
❑ Primary M Secondary
❑ Advanced ❑ Other. Describe:
b. Indicate the following removal rates (as applicable):
Design BOD5 removal or Design CBOD5 removal 97 %
Design SS removal 94 %
Design P removal NIA %
Design N removal NIA %
Other %
C. What type of disinfection is used for the effluent from this outfall? If disinfection varies by season, please describe:
Chlorine
If disinfection is by chlorination is dechlorination used for this outfall? ® Yes ❑ No
Does the treatment plant have post aeration? ❑ Yes ® No
A.12. Effluent Testing Information. All Applicants that discharge to waters of the US must provide effluent testing data for the following
parameters. Provide the indicated effluent testing required by the permitting authority for each outfall through which effluent is
discharged. Do not include information on combined sewer overflows In this section. All information reported must be based on data
collected through analysis conducted using 40 CFR Part 136 methods. In addition, this data must comply with QAIQC requirements of
40 CFR Part 136 and other appropriate QA1QC requirements for standard methods for analytes not addressed by 40 CFR Part 136. At a
minimum, effluent testing data must be based on at least three samples and must be no more than four and one-half years apart.
Outfall number: 001
MAXIMUM DAILY VALUE
AVERAGE DAILY VALUE
PARAMETER
Value
Units
Value
Units
I Number of Samples
pH (Minimum)
6.34
S.U.
REMMMMOMMMMMEA
pH (Maximum)
6.94
S.U.
Flow Rate
0.993
MGD
0.545
MGD
365
Temperature (Winter)
17.3
Degrees
14.2
Degrees
125
Temperature (Summer)
25.8
Degrees
22.6
1 Degrees
1 126
` For pH please report a minimum and a maximum daily value
MAXIMUM DAILY
AVERAGE DAILY DISCHARGE
POLLUTANT
DISCHARGE
ANALYTICAL
MUMOL
Number of
METHODSamples
Conc.
Units
Conc.
Units
CONVENTIONAL AND NON CONVENTIONAL COMPOUNDS
BIOCHEMICAL OXYGEN
BOD5
4.3
Mg/1
2.6
M II
157
SM5210B
2.0 m /I
DEMAND (Report one)
CBOD5
FECAL COLIFORM
713.4
#1100ml
5.2
#1100m1
157
SM9222D
1.0
C F U11001VI L
TOTAL SUSPENDED SOLIDS (TSS)
10.7
M 11
1 4.6
M 11
157
SM2540D
1.0 m 11
END OF PART A.
REFER TO THE APPLICATION OVERVIEW (PAGE 1) TO DETERMINE WHICH OTHER PARTS
OF FORM 2A YOU MUST COMPLETE
EPA Form 3510-2A (Rev 1-99). Replaces EPA forms 7550-6 & 7550-22. Page 6 of 21

FACILITY NAME AND PERMIT NUMBER:
PERMIT ACTION REQUESTED:
RIVER BASIN:
Enfield WWTP, NCO025402
Renewal
Tar Pamlico
BASIC APPLICATION INFORMATION
PART B. ADDITIONAL APPLICATION INFORMATION FOR APPLICANTS WITH A DESIGN FLOW GREATER THAN OR
EQUAL TO 0.1 MGD (100,000 gallons per day).
All applicants with a design flow rate Z 0.1 mgd must answer questions B.1 through B.B. All others go to Part C (Certification).
B.1. Inflow and Infiltration. Estimate the average number of gallons per day that flow into the treatment works from inflow and/or infiltration
NIA gpd
Briefly explain any steps underway or planned to minimize inflow and infiltration.
B.2. Topographic Map. Attach to this application a topographic map of the area extending at least one mile beyond faci'ity property boundaries. This
map must show the outline of the facility and the following information. (You may submit more than one map if one map does not show the entire
area.) See Attached
a. The area surrounding the treatment plant, including all unit processes.
b. The major pipes or other structures through which wastewater enters the treatment works aad the pipes or other structures through which
treated wastewater is discharged from the treatment plant. Include outfalls from bypass piping, if applicable.
c. Each well where wastewater from the treatment plant is injected underground.
d. Wells, springs, other surface water bodies, and drinking water wells that are: 1) within % mile of the property boundaries of the treatment
works, and 2) listed in public record or otherwise known to the applicant.
e. Any areas where the sewage sludge produced by the treatment works is stored, treated, or disposed. See Attached
f. If the treatment works receives waste that is classified as hazardous under the Resource Conservation and Recovery Act (RCRA) by truck, rail,
or special pipe, show on the map where the hazardous waste enters the treatment works and where it is treated, stored, and/or disposed.
B.3. Process Flow Diagram or Schematic. Provide a diagram showing the processes of the treatment plant, including all bypass piping and all
backup power sources or redunancy in the system. Also provide a water balance showing all treatment units, including disinfection (e.g..
chlorination and dechlorination). The water balance must show daily average flow rates at influent and discharge points and approximate daily flow
rates between treatment units. Include a brief narrative description of the diagram, See Attached
B.4. Operatlon/Maintenance Performed by Contractor(s).
Are any operational or maintenance aspects (related to wastewater treatment and effluent quality) of the treatment works the responsibility of a
contractor? ® Yes ❑ No
If yes, list the name, address, telephone number, and status cf each contractor and des-ribe the contractor's responsibilities (atta::h additional
pages if necessary).
Name: United Water
Mailing Address: PO Box 1279
Clemmons, NC 27012
Telephone Number $ 76 - 27
Responsibilities of Contractor: Operation and Maintenance of WWTP
8.5, Scheduled Improvements and Schedules of Implementation. Provide information on any uncompleted implementation schedule or
uncompleted plans for improvements that will affect the wastewater treatment, effluent quality, or design capacity of the treatment works- If the
treatment works has several different implementation schedules or is planning several improvements, submit separate responses to queelion B 5
for each. (If none, go to question B.B.) None
a. List the outfall number (assigned in question A.9) for each outfall that is covered by this implementation schedule.
b. Indicate whether the planned improvements or implementation schedule are required by local. State, or Federal agencies.
❑ Yes ❑ No
EPA Form 3510-2A (Rev. 1-99) Replaces EPA forms 7550-6 & 7550-22 page 7 of 21

FACILITY NAME AND PERMIT NUMBER:
PERMIT ACTION REQUESTED:
RIVER BASIN:
Enfield VW TP, NCO025402
Renewal
Tar Pamlico
c. If the answer to 6.5.b is "Yes," briefly describe, including new maximum daily inflow rate (if applicable).
d. Provide dates imposed by any compliance schedule or any actual dates of completion for the implementation steps listed below, as
applicable. For improvements planned independently of local, State, or Federal agencies, indicate planned or actual completion dates, as
applicable. Indicate dates as accurately as possible.
Schedule Actual Completion
Implementation Stage MMIDDIYYYY MMIDDIYYYY
Begin Construction 1 I I I
End Construction I I 1 I
Begin Discharge 1 I 1 1
Attain Operational Level 1 1 1 1
e. Have appropriate permits/clearances concerning other FederallState requirements been obtained? ❑ Yes ❑ Nu
Describe briefly:
8.6. EFFLUENT TESTING DATA (GREATER THAN 0.1 MGD ONLY).
Applicants that discharge to waters of the US must provide effluent testing data for the following parameters. Provide the Indicated
effluent testing required by the permitting authority for each outfall through which effluent is discharged. Do not include information
on combine sewer overflows In this section. All information reported must be based on data collected through analysis conducted
using 40 CFR Part 136 methods. 1n addition, this data must comply with QAIQC requirements of 40 CFR Part 136 and other appropriate
QA1QC requirements for standard methods for analytes not addressed by 40 CFR Part 136. At a minimum effluent testing data must be
based on at least three pollutant scans and must be no more than four and on -half years old.
Outfall Number: 001
MAXIMUM DAILY
AVERAGE DAILY DISCHARGE
POLLUTANT
DISCHARGE
ANALYTICAL
MLIMDL
Number of
METHOD
Cone.
Units
Conc.
Units
Samples
CONVENTIONAL AND NON CONVENTIONAL COMPOUNDS
AMMONIA (as N)
1.65
Mgll
0.46
Mgt[
169
SM4500WH3F
0.1 mgll
CHLORINE (TOTAL
18.1
U911
7.6
Ug11
167
SM254OF
2 ugli
RESIDUAL, TRC)
DISSOLVED OXYGEN
10.10
Mg/1
8.06
Mg11
251
SM460OG
0 mg11
TOTAL KJELDAHL
1.968
Mgll
1.437
Mg11
52
SM4600WORGC
1.0 mg/1
NITROGEN (TKN)
NITRATE PLUS NITRITE
7.36
Mgll
4.66
Mgll
52
EPA353.2
0.01 mgll
NITROGEN
OIL and GREASE
<5.0
Mgt[
<5.0
Mg/1
1
1664B
6.0 mg/1
PHOSPHORUS (Total)
0.63
Mgll
0.34
Mgll
52
SM460OPE
0.01 mgll
TOTAL DISSOLVED SOLIDS
130
M911
130
Mg/1
1
240OC-97
1.0 mgll
(TOS)
OTHER
END OF PART B.
REFER TO THE APPLICATION OVERVIEW (PAGE 1) TO DETERMINE WHICH OTHER PARTS
OF FORM 2A YOU MUST COMPLETE
EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22. Page 8 of 21

FACILITY NAME AND PERMIT NUMBER:
PERMIT ACTION REQUESTED:
RIVER BASIN:
Enfield VW TP, NCO025402
Renewal
Tar Pamlico
BASIC APPLICATION INFORMATION
PART C. CERTIFICATION
All applicants must complete the Certification Section. Refer to instructions to determine who is an officer for the purposes of this
certification. All applicants must complete all applicable sections of Form 2A, as explained in the Application Overview. Indicate below which
parts of Form 2A you have completed and are submitting. By signing this certification statement, applicants confirm that they have reviewed
Form 2A and have completed all sections that apply to the facility for which this application is submitted.
Indicate which parts of Form 2A you have completed and are submitting:
® Basic Application Information packet Supplemental Application Information packet:
® Part D (Expanded Effluent Testing Data)
® Pad E (Toxicity Testing: Biomonitoring Data)
❑ Part F (Industrial User Discharges and RCRAlCERCLA Wastes)
❑ Part G (Combined Sewer Systems)
ALL APPLICANTS MUST COMPLETE THE FOLLOWING CERTIFICATION.
certify under penalty of law that this document and all attachments were prepared under my direction or supervision in accordance with a system
designed to assure that qualified personnel properly gather and evaluate the information submitted. Based on my inquiry of the person or persons who
manage the system or those persons directly responsible for gathering the information, the information is, to the best of my knowledge and belief, true,
accurate, and complete. I am aware that there are significant penalties for submitting false information, including the possibility of fine and imprisonment
for knowing violations.
Name and official title Barbara Simmons Ma or
Signature
Telephone number (2521 445-3146
Date signed
Upon request of the permitting authority, you must submit any other information necessary to assure wastewater treatment practices at the treatment
works or identify appropriate permitting requirements.
SEND COMPLETED FORMS TO:
NCDENRI DWQ
Attn: NPDES Unit
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
EPA Form 3510-2A (Rev 1-99) Replaces FPA forms 7550-6 & 7550-22. Page 9 of 21

FACILITY NAME AND PERMIT NUMBER:
Enfield WWTP, NCO025402
PERMIT ACTION REQUESTED:
Renewal
RIVER BASIN:
Tar Pamlico
SUPPLEMENTAL APPLICATION INFORMATION
PART D. EXPANDED EFFLUENT TESTING DATA
Refer to the directions on the cover page to determine whether this section applies to the treatment works.
Effluent Testing: 1.0 mgd and Pretreatment Works. If the treatment works has a design flow greater than or equal to 1.0 mgd or it has (or is required
to have) a pretreatment program, or is otherwise required by the permitting authority to provide the data, then provide effluent testing data for the following
pollutants. Provide the indicated effluent testing information and any other information required by the permitting authority for each outfall through which
effluent is discharged. Do not include information on combined sewer overflows in this section. All information reported must be based on data collected
through analyses conducted using 40 CFR Part 136 methods. In addition, these data must comply with QAIQC requirements of 40 CFR Part 136 and
other appropriate QAIQC requirements for standard methods for analytes not addressed by 40 CFR Part 136. Indicate in the blank rows provided below
any data you may have on pollutants not specifically listed in this form. At a minimum, effluent testing data must be based on at least three pollutant
scans and must be no more than four and one-half years old. SEE ATTACHED, Please note that a PPA Is scheduled for August 2009, will send
when results are received.Outfall number: 001 (Complete once for each outfall discharging effluent to waters of the United States.)
POLLUTANT
MAXIMUM DAILY DISCHARGE
AVERAGE DAILY DISCHARGE
ANALYTICAL
METHOD
MUMDL
Conc.
Units
Mass
Units
Conc.
Units
Mass
Units
Number
Of
Samples
METALS (TOTAL RECOVERABLE), CYANIDE, PHENOLS, AND HARDNESS.
ANTIMONY
ARSENIC
BERYLLIUM
CADMIUM
CHROMIUM
COPPER
LEAD
MERCURY
NICKEL
SELENIUM
SILVER
THALLIUM
ZINC
CYANIDE
TOTAL PHENOLIC
COMPOUNDS
HARDNESS (as CaCO3)
Use this space (or a separate sheet) to provide information on other metals requested by the permit writer
EPA Form 3510-2A (Rev 1-99). Replaces EPA forms 7550-6 & 7550.22, Page 10 of 21

FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN:
Enfield WWTP, NCO025402 Renewal Tar Pamlico
Outfall number: (Complete once for each outfall discharging effluent to waters of the United States.)
MAXIMUM DAILY DISCHARGE AVERAGE DAILY DISCHARGE
POLLUTANT i Number ANALYTICAL MUMDL
Conc. Units Mass Units i Conc. Units Mass Units of METHOD
Samples
VOLATILE ORGANIC COMPOUNDS
ACROLEIN
ACRYLONITRILE
BENZENE
BROMOFORM
CARBON
TETRACHLORIDE
CHLOROBENZENE
CHLORODIBROMO-
METHANE
CHLOROETHANE
2-CHLOROETHYLVINYL
ETHER
CHLOROFORM
DICHLOROBROMO-
METHANE
1.1-DICHLOROETHANE
1.2-DICHLOROETHANE
TRANS-I,2-DICHLORO-
ETHYLENE
1.1-DICHLORO-
ETHYLENE
1,2-DICHLOROPROPANE
i 3-DICHLOR&
PROPYLENE
ETHYLBENZENE
METHYL BROMIDE
METHYL CHLORIDE
I
METHYLENE CHLORIDE
1.1,2,2-TETRA-
CHLOROIFTHANE
TETRACHLORO-
ETHYLENE
TOLUENE
EPA Form 35i0.2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22. Page 11 of 21

FACILITY NAME AND PERMIT NUMBER:
Enfield VWVfP, NCO025402
PERMIT ACTION REQUESTED:
Renewal
RIVER BASIN:
Tar Pamlico
Outfall number: 001 (Complete once for each outfall discharging effluent to waters of the United States.)
POLLUTANT
MAXIMUM DAILY DISCHARGE
AVERAGE DAILY DISCHARGE
ANALYTICAL
METHOD
MUMDL
Conc.
Units
Mass
Units
Conc.
Units
Mass
Units
Number
of
Samples
TRICHLOROETHANE
1,1,2-
TRICHLOROETHANE
TRICHLOROETHYLENE
VINYL CHLORIDE
Use this space (or a separate sheet) to provide information on other volatile organic compounds requested by the permit writer
ACID -EXTRACTABLE COMPOUNDS
P-CHLORO-M-CRESOL
2-CHLOROPHENOL
2,4.DICHLOROPHENOL
2,4-DIMETHYLPHENOL
4,6-DIN ITRO.O-CRESOL
2,4-DINITROPHENOL
2-NITROPHENOL
4-NITROPHENOL
PENTACHLOROPHENOL
PHENOL
2,4,6-
TRICHLOROPHENOL
Use this space (or a separate sheet) to provide information on other acid -extractable compounds requested by the permit writer
BASE -NEUTRAL COMPOUNDS
ACENAPHTHENE
ACENAPHTHYLENE
ANTHRACENE
BENZIDINE
BENZO(A)ANTHRACENE
BENZO(A)PYRENE
EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22. Page 12 of 21

FACILITY NAME AND PERMIT NUMBER:
Enfield VVVVTP, NCO025402
PERMIT ACTION REQUESTED:
Renewal
RIVER BASIN:
Tar Pamlico
Outfall number- (Complete once for each outfall discharging effluent to waters of the United Slates )
POLLUTANT
MAXIMUM DAILY DISCHARGE
AVERAGE DAILY DISCHARGE
ANALYTICAL
METHOD
MUMDL
Conc.
Units
Mass
Units
Conc.
Units
Mass
Units
Number
of
Samples
3,4 BENZO.
FLUORANTHENE
BENZO(GHI)PERYLENE
BENZO(K)
FLUORANTHENE
BIS (2-CHLOROETHOXY)
METHANE
BIS (2-CHLOROETHYL)-
ETHER
BIS (2-CHLOROISO-
PROPYL)ETHER
BIS (2-ETHYLHEXYL)
PHTHALATE
4-13ROMOPHENYL
PHENYLETHER
BUTYL BENZYL
PHTHALATE
2-CHLORO-
NAPHTHALENE
4-CHLORPHENYL
PHENYLETHER
CHRYSENE
DI-N-BUTYL PHTHALATE
DI-N-OCTYL PHTHALATE
DIBENZO(A,H)
ANTHRACENE
1,2-DICHLOROSENZENE
1,3-DICHLOROSENZENE
1,4-DICHLOROBENZENE
3,3-DICHLORO-
BENZIDINE
DIETHYL PHTHALATE
DIMETHYL PHTHALATE
2,4-DINITROTOLUENE
2,6-DINITROTOLUENE
1,2-DIPHENYL-
HYDRAZINE
EPA Form 3510-2A (Rev 1-99) Replaces EPA forms 7550-6 & 7550-22. Page 13 of 21

FACILITY NAME AND PERMIT NUMBER:
Enfield WWTP, NCO025402
PERMIT ACTION REQUESTED:
Renewal
RIVER BASIN:
Tar Pamlico
Outfall number: 001 (Complete once for each outfall discharging effluent to waters of the United States )
POLLUTANT
MAXIMUM DAILY DISCHARGE
AVERAGE DAILY DISCHARGE
ANALYTICAL
METHOD
MLIMDL
Cone.
Units
Mass
Units
Cone.
Units
Mass
Units
Number
of
Samples
FLUORANTHENE
FLUORENE
HEXACHLOROBENZENE
HEXACHLORO-
BUTADIENE
HEXACHLOROCYCLO-
PENTADIENE
HEXACHLOROETHANE
INDENO(1,2.3-CD)
PYRENE
ISOPHORONE
NAPHTHALENE
NITROBENZENE
N-NITROSODI-N-
PROPYIAMINE
N-NITROSODI-
METHYtAM1NE
N-NITROSODI-
PHENYLAMINE
PHENANTHRENE
PYRENE
1.2.4-
TRICHLOROBENZENE
Use this space (or a separate sheet) to provide information on other base -neutral compounds requested by the permit writer
I
I .].
� I
I
I _F_
I
I
I
Use this space (or a separate sheet) to provide information on other pollutants (e g , pesticides) requested by the perm twriter
END OF PART D.
REFER TO THE APPLICATION OVERVIEW (PAGE 1) TO DETERMINE WHICH OTHER PARTS
OF FORM 2A YOU MUST COMPLETE
EPA Form 3510.2A (Rev. 1.99) Replaces FPA forms 7550-6 & 7550.22 Page 14 of 21

FACILITY NAME AND PERMIT NUMBER:
PERMIT ACTION REQUESTED:
RIVER BASIN:
Enfield WWTP, NCO025402
Renewal
Tar Pamlico
SUPPLEMENTAL APPLICATION INFORMATION
PART E. TOXICITY TESTING DATA
POTWs meeting one or more of the following criteria must provide the results of whole effluent toxicity tests for acute or chronic toxicity for each of the
facility's discharge points: 1) POTWs with a design flow rate greater than or equal to 1.0 mgd; 2) POTWs with a pretreatment program (or those that are
required to have one under 40 CFR Part 403); or 3) POTWs required by the permitting authority to submit data for these parameters.
• At a minimum, these results must include quarterly testing for a 12-month period within the past 1 year using multiple species (minimum of two
species), or the results from four tests performed at least annually in the four and one-half years prior to the application, provided the results
show no appreciable toxicity, and testing for acute andlor chronic toxicity, depending on the range of receiving water dilution. Do not include
information on combined sewer overflows in this section, All information reported must be based on data collected through analysis conducted
using 40 CFR Part 136 methods. In addition, this data must comply with QA/QC requirements of 40 CFR Part 136 and other appropriate QA/QC
requirements for standard methods for analytes not addressed by 40 CFR Part 136.
• In addition, submit the results of any other whole effluent toxicity tests from the past four and one-half years. If a whole effluent toxicity test
conducted during the past four and one-half years revealed toxicity, provide any information on the cause of the toxicity or any results of a
toxicity reduction evaluation, if one was conducted.
• If you have already submitted any of the information requested in Part E. you need not submit it again. Rather, provide the information
requested in question E.4 for previously submitted information. If EPA methods were not used, report the reasons for using alternate methods.
It test summaries are available that contain all of the information requested below, they may be submitted in place of Part E.
If no biomonitoring data is required, do not complete Part E. Refer to the Application Overview for directions on which other sections of the form to
complete.
E.I. Required Tests.
Indicate the number of whole effluent toxicity tests conducted in the past four and one-half years.
© chronic ❑ acute SEE ATTACHED
E.2. Individual Test Data. Complete the following chart for each whole effluent toxicity test conducted in the last four and one-half years. Allow one
column per test (where each species constitutes a test). Copy this page if more than three tests are being reported.
Test number: Test number: Test number:
a. Test information.
Test Species & test method number
Age at initiation of test
Outfall number
Dates sample collected
Date test started
Duration
b. Give toxicity test methods followed.
Manual title
Edition number and year of publication
Page number(s)
c. Give the sample collection method(s) used. For multiple grab samples, indicate the number of grab samples used.
24-Hour composite
Grab
d. Indicate where the sample was taken in relation to disinfection. (Check all that apply for each
Before disinfection
After disinfection
After dechlorination
EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22. Page 15 of 21

FACILITY NAME AND PERMIT NUMBER:
PERMIT ACTION REQUESTED:
RIVER BASIN:
4
Test number: Test number: Test number:
e Describe the point in the treatment process at which the sample was collected.
Sample was collected.
f For each lest, include whether the test was intended to assess chronic toxicity, acute toxicity, or both
Chronic toxicity
Acute toxicity
g Provide the type of test performed -
Static
Static -renewal
Flow -through
h. Source of dilution water. If laboratory water, specify type; if receiving water, specify source.
Laboratory water
Receiving water
i. Type of dilution water. If salt water, specify "natural' or type of artificial sea salts or brine used.
Fresh water
Salt water
j. Give the percentage effluent used for all concentrations in the test series.
k. Parameters measured during the test. (State whether parameter meets test method specifications)
pH
Salinity
Temperature
Ammonia
Dissolved oxygen
I. Test Results.
Acute:
Percent survival in 100%
effluent
LC50
95°k C.I.
%
%
%
Control percent survival
%
%
Other (describe)
EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22 Page t6 of 21

FACILITY NAME AND PERMIT NUMBER:
PERMIT ACTION REQUESTED: I RIVER BASIN:
C'hronl�
NOEC % %
I C25 % % Ifa
Control percent survival % % %
Other (describe)
m. Quality Control/Quality Assurance,
Is reference toxicant data available?
Was reference toxicant test within
acceptable bounds?
What date was reference toxicant test
run (MMlDDNYYY)?
Other (describe)
E.3. Toxicity Reduction Evaluation. Is the treatment works involved in a Toxicity Reduction Evaluation?
❑ Yes ❑ No If yes, describe;
E.4. Summary of Submitted Biomonitoring Test Information. If you have submitted biomonitoring test information, or information regarding the
cause of toxicity, within the past four and one-half years, provide the dates the information was submitted to the permitting authority and a sumr
of the results.
Date submitted; 1 1 (MMIDD1YYYY)
Summary of results: (see instructions)
END OF PART E.
REFER TO THE APPLICATION OVERVIEW (PAGE 1 ) TO DETERMINE WHICH OTHER PARTS
OF FORM 2A YOU MUST COMPLETE.
EPA Form 3510-2A (Rev 1-99) Replaces EPA forms 7550.6 & 7550-22 Page 17 of 21

FACILITY NAME AND PERMIT NUMBER:
PERMIT ACTION REQUESTED:
RIVER BASIN:
SUPPLEMENTAL. APPLICATION INFORMATION
PART F.INDUSTRIAL USER DISCHARGES AND RCRAICERCLA WASTES
All treatment works receiving discharges from significant industrial users or which receive RCRA,CERCLA, or other remedial wastes must
complete part F.
GENERAL INFORMATION:
F.I. Pretreatment program. Gees the treatment works have- or is subject ot, a.i approved pretreatment program?
❑ Yes ® No
F.2. Number of Significant Industrial Users (SIUs) and Categorical Industrial Users (CIUs). Provide the number of each of the following types of
industrial users that discharge to the treatment works.
a Number of non -categorical SIUs,
b- Number of CIUs.
SIGNIFICANT INDUSTRIAL USER INFORMATION:
Supply the following information for each SIU. If more than one SIU discharges to the treatment works, copy questions F.3 through F.8 and
provide the information requested for each SIU.
F.3. Significant Industrial User Information. Provide the name and address of each SIU discharging to the treatment works. Submit additional pages
as necessary
Name:
Mailing Address:
F.4. Industrial Processes. Describe all the industrial processes that affect or contribute to the SIU's discharge.
F.S. Principal Product(s) and Raw Material(s). Describe all of the principal processes and raw materials that affect or contribute to the SIU's
discharge.
Principal product{s):
Raw materiaVs):
F.6. Flow Rate.
a. Process wastewater flow rate. Indicate the average daily volume of process wastewater discharge into the collection system in gallons per
day (gpd) and whether the discharge is continuous or intermittent.
gpd ( continuous or intermittent)
b. Non -process wastewater flow rate. Indicate the average daily volume of non -process wastewater flow discharged into the collection system
in gallons per day (gpd) and whether the discharge is continuous or intermittent.
gpd ( continuous or nlermittent)
F.7. Pretreatment Standards. Indicate whether the SIU is subject to the following:
a. Loral limits ❑ Yes ❑ No
b. Categorlcal pretreatment standards ❑ Yes ❑ No
If subject to categorical pretreatment standards, which category and subcategory?
EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550 6 8 7550-22 Page 18 of 21

FACILITY NAME AND PERMIT NUMBER:
PERMIT ACTION REQUESTED:
RIVER BASIN:
F.8. "Problems at the Treatment Works Attributed to Waste Discharge by the SIU, Has the SIU caused or contributed to any problems (e.g.,
upsets, interference) at the treatment works in the past three years?
❑ Yes ❑ No If yes, describe each episode.
RCRA HAZARDOUS WASTE RECEIVED BY TRUCK, RAIL, OR DEDICATED PIPELINE:
F.9. RCRA Waste. Does the treatment works receive or has it in the past three years received RCRA hazardous waste by truck, rail or dedicated pipe?
❑ Yes ❑ No (go to F.12)
F.10. Waste transport. Method by which RCRA waste is received (check all that apply):
❑ Truck ❑ Rail ❑ Dedicated Pipe
F.11. Waste Description. Give EPA hazardous waste number and amount (volume or mass, specify units).
EPA Hazardous Waste Number Amount Units
CERCLA (SUPERFUND) WASTEWATER, RCRA REM EDIATIONICORRECTIVE ACTION
WASTEWATER, AND OTHER REMEDIAL ACTIVITY WASTEWATER:
F.12. Remediation Waste. Does the treatment works currently (or has it been notified that it will) receive waste from remedial activities?
❑ Yes (complete F_13 through F.15.) ® No
F.13. Waste Origin. Describe the site and type of facility at which the CERCLAIRCRAIor other remedial waste originates (or is excepted to origniate in
the next five years).
F.14. Pollutants. List the hazardous constituents that are received (or are expected to be received). Include data on volume and concentration, if
known. (Attach additional sheets if necessary )
F.15. Waste Treatment.
a Is this waste treated (or will be treated) prior to entering the treatment works?
❑ Yes ❑ No
If yes, describe the treatment (provide information about the removal efficiency):
b. Is the discharge (or will the discharge be) continuous or intermittent?
❑ Continuous ❑ Intermittent If intermittent, describe discharge schedule -
END OF PART F.
REFER TO THE APPLICATION OVERVIEW (PAGE 1) TO DETERMINE WHICH OTHER PARTS
OF FORM 2A YOU MUST COMPLETE
EPA Form 3510-2A (Rev. 1.99) Replaces EPA forms 7550-6 & 7550-22 Page 19 of 21

FACILITY NAME AND PERMIT NUMBER:
PERMIT ACTION REQUESTED:
RIVER BASIN:
SUPPLEMENTAL APPLICATION INFORMATION
PART G. COMBINED SEWER SYSTEMS
If the treatment works has a combined sewer system, complete Part G.
G.I. System Map. Provide a map indicating the following: (may be included with Basic Application Information)
a. All CSO discharge points.
b. Sensitive use areas potentially affected by CSOs (e.g., beaches, drinking water supplies shellfish beds, sensitive aquatic ecosystems, and
outstanding natural resource waters).
C. Waters that support threatened and endangered species potentially affected by CSOs.
G.2. System Diagram. Provide a diagram, either in the map provided in GA or on a separate drawing, of the combined sewer collection system that
includes the following information.
a. Location of major sewer trunk lines, both combined and separate sanitary.
b. Locations of points where separate sanitary sewers feed into the combined sewer system.
C. Locations of in -line and off-line storage structures.
d. Locations of flow -regulating devices.
e. Locations of pump stations.
CSO OUTFALLS:
Complete questions G.3 through GA once for each CSO discharge point.
G.3. Description of Outfall.
a. Outfall number
b. Location
(City or town, if applicable) (Zip Code)
(County) (State)
(Latitude) (Longitude)
G. Distance from shore (if applicable) ft.
d. Depth below surface (if applicable) ft.
e. Which of the following were monitored during the last year for this CSO?
❑ Rainfall ❑ CSO pollutant concentrations ❑ CSO frequency
❑ CSO now volume ❑ Receiving water quality
f. How many storm events were monitored during the last year?
GA. CSO Events.
a. Give the number of CSO events in the last year.
events (❑ actual or ❑ approx.)
b. Give the average duration per CSO event.
hours (❑ actual or ❑ approx.)
EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22. Page 20 of 21

FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN:
c. u Give the average volume per CSO event.
million gallons (❑ actual or ❑ approx.)
d. Give the minimum rainfall that caused a CSO event in the last year
Inches of rainfall
G.S. Description of Receiving Waters.
a. Name of receiving water:
b. Name of watershed/river/stream system:
United State Soil Conservation Service 14-digit watershed code (if known)
G. Name of Stale ManagemenURiver Basin:
United States Geological Survey 8-digit hydrologic cataloging unit code (if known):
G.6. CSO Operations.
Describe any known water quality impacts on the receiving water caused by this CSO (e.g., permanent or intermittent beach closings, permanent or
intermittent shell fish bed closings, fish kills, fish advisories, other recreational loss, or violation of any applicable State water quality standard).
END OF PART G.
REFER TO THE APPLICATION OVERVIEW (PAGE 1 ) TO DETERMINE WHICH OTHER PARTS
OF FORM 2A YOU MUST COMPLETE.
EPA Form 3510-2A (Rev. 1-99) Replaces EPA forms 7550.6 & 7560.22 Page 21 of 21