NC0060534_Permit Issuance_20060531

Mr. Donald Byers
City of Brevard
151 West Main Street
Brevard, North Carolina 28712
Michael F. Easley
Governor
William G. Ross, Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E., Director
Division of Water Quality
May 31, 2006
Subject: NPDES Permit Issuance
Permit No. NC0060534
Brevard WWTP
Transylvania County
Dear Mr. Byers:
Division personnel have reviewed and approved your application for renewal of
the subject permit. Accordingly, we are forwarding the attached NPDES discharge
permit. This permit is issued pursuant to the requirements of North Carolina General
Statute 143-215.1 and the Memorandum of Agreement between North Carolina and
the U.S. Environmental Protection Agency dated May 9, 1994 (or as subsequently
amended).
The Division of Water Quality (DWQ) has drafted a revised NPDES permit for
the above referenced facility. The final permit includes discharge limitations /or
monitoring for flow, biochemical oxygen demand (BOD), total suspended solids (TSS),
fecal coliform bacteria, total residual chlorine, total copper, total silver, total zinc and
chronic toxicity.
The following modifications have been made in this permit:
■ Quarterly effluent monitoring will be required for total copper, total silver,
and total zinc based on results of the reasonable potential analysis that
indicated the potential to exceed the North Carolina action level standard for
these parameters.
• Total Suspended Residue has been changed to Total Suspended Solids in A.
(1).
The modifications in the November 9, 2005 draft permit remain:
NorthCarolina
,Naturally
North Carolina Division of Water Quality 1617 Mail Service Center Raleigh, NC 27699-1617 Phone [phone]
Customer Service
Internet: www ncwaterqualitv.org Location: 512 N. Salisbury St. Raleigh, NC 27604 Fax [phone]
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper

Letter to Mr. Byers
Page 2
• A total residual chlorine limit of 28 ug/1 has been added to reflect the
Division's current policy for protection against chlorine toxicity instream.
The limit for total residual chlorine shall become effective upon completion
of the installation of a disinfection system but no later than 18 months from
permit effective date. If a method different than chlorination/dechlorination
is used, the total residual chlorine limit will not be applicable.
• An annual effluent pollutant scan has been added to fulfill EPA's application
requirement for major municipal wastewater treatment facilities. Special
Condition A. (3.) of this permit details this requirement.
If any parts, measurement frequencies or sampling requirements contained
in this permit are unacceptable to you, you have the right to an adjudicatory
hearing upon written request within thirty (30) days following receipt of this letter.
This request must be in the form of a written petition, conforming to Chapter 150B
of the North Carolina General Statutes, and filed with the office of Administrative
Hearings, 6714 Mail Service Center, Raleigh, North Carolina 27699-6714. Unless
such a demand is made, this permit shall be final and binding.
Please take notice that this permit is not transferable. The Division may
require modification or revocation and reissuance of the permit. This permit does
not affect the legal requirements to obtain other permits, which may be required by
the Division of Water Quality, or permits required by the Division of Land
Resources, Coastal Area Management Act, or any other Federal or Local
governmental permits may be required.
If you have any questions or need additional information, please contact Ms.
Jacquelyn Nowell at telephone number [phone], extension 512.
Sincerely,
(ey
Alan W. Klimek, P.E.
Attachments
cc: Asheville Regional Office/Surface Water Protection
Forrest Westall, McGill Associates, P.A. P.O. Box 2259 Asheville NC 28802
EPA/Region IV Attn: Marshall Hyatt
Aquatic Toxicology Unit
Permit File

Permit NC0060534
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
PERMIT
TO DISCHARGE WASTEWATER UNDER THE
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
In compliance with the provision of North Carolina General Statute 143-215.1, other lawful standards
and regulations promulgated and adopted by the North Carolina Environmental Management
Commission, and the Federal Water Pollution Control Act, as amended,
City of Brevard
is hereby authorized to discharge wastewater from a facility located at the
Brevard Wastewater Treatment Facility
On NCSR 1540
Southeast of Brevard
Transylvania County
to receiving waters designated as the French Broad River in the French Broad River
Basin
in accordance with effluent limitations, monitoring requirements, and other
conditions set forth in Parts I, II, III and IV hereof.
This permit shall become effective July 1, 2006.
This permit and authorization to discharge shall expire at midnight on September 30, 2010.
Signed this day May 31, 2006.
Al W. Klimek, P.E., Director
Di sion of Water Quality
y Authority of the Environmental Management Commission

Permit NC0060534
SUPPLEMENT TO PERMIT COVER SHEET
All previous NPDES Permits issued to this facility, whether for operation or discharge
are hereby revoked, and as of this issuance, any previously issued permit bearing this
number is no longer effective. Therefore, the exclusive authority to operate and
discharge from this facility arises under the permit conditions, requirements, terms,
and provisions included herein.
The City of Brevard is hereby authorized to:
1. Continue to operate an existing 2.5 MGD wastewater treatment system with the
following components:
> Influent lift station
➢ Grit removal
➢ Rotating Biological Contactors (RBCs)
> Dual secondary clarifiers
➢ Aerobic digester
➢ Belt press
➢ Chlorination
The facility is located southeast of Brevard at the Brevard Wastewater Treatment
Facility, on NCSR 1540 in Transylvania County.
2. Discharge from said treatment works at the location specified on the attached map
into the French Broad River, classified B waters in the French Broad River Basin.

•
• •Traile"
Quarry
pi/
_ _ 1
� • 1
e f2-fora :rev rd-�==--=1 , ' ri• g `js
f n If 1 tj
oF; e
•//_'��ESiTmo� _ _ BMJ56•••
AT
/ rch _
��. ( +bnia Community $� ! 09 s.,j8 6i\"�'
.+• Hos.itafc,, pQR - N s •m 'lU4
44% .'' • 170 -Pisgah Foreddx ▪ xt ' •'•• •� Pumpl�
Ilk
/. •/ ' C;` _ 1. \••• _. slab. -
• 1 • I1ile r
' ; / L it u, •,19 /
City of Brevard WWTP
Latitude: 35°0'0S"
Loneitude: 82°41'40"
Quad #: F8SW/Pisgah Forest
Stream Class: B
Receiving Stream: French Broad River
Permitted Flow: 2.5 MGD
Sub -Basin:
04-03-01
Facilityjosiner
Locality
Location
North
City of Brevard
NC0060534
Brevard WWTP

Permit NC0060534
A. (1.) EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS — FINAL
During the period beginning on the effective date of the permit, the Permittee is authorized to
discharge from outfall 001. Such discharges shall be limited and monitored by the Permittee as
specified below:
EFFLUENT
CHARACTERISTICS
LIMITS
MONITORING REQUIREMENTS
Monthly
Average
Weekly
Average
Daily
Maximum
Measurement
Frequency
Sample Type
Sample Location
Flow
2.5 MGD
Continuous
Recording
Influent or Effluent
BOD, 5 day (202C),
30.0 mg/1
45.0 mg/I
Daily
Composite
Influent, Effluent
Total Suspended Solids' _
30.0 mg/I
45.0 mg/I
Daily
Composite
Influent, Effluent
NH3 as N
3/Week
Composite
Effluent
Fecal Coliform (geometric mean)
200/100 mL
400/100 mL
Daily
Grab
Effluent
Fecal Coliform (geometric
mean)2
Weekly2
Grab
Upstream & Downstream
Total Residual Chlorine3
28 ug/l
Weekly
Grab
Effluent
Total Nitrogen (NO2+NO3+TKN)
Quarterly
Composite
Effluent
Total Phosphorus
Quarterly
Composite
Effluent
Temperature (2C)
Daily
Grab
Effluent
Total Copper
Quarterly
Composite
Effluent
Total Silver
Quarterly
Composite
Effluent
Total Zinc
Quarterly
Composite
Effluent
Chronic Toxicity,
Quarterly
Composite
Effluent
pH'
Daily
Grab
Effluent
Effluent Pollutant Scan6
Annually
See Footnote 5
Effluent
Footnotes:
1. The monthly average effluent BOD5 and Total Suspended Solids shall not exceed 15% of the
respective influent value (85% removal)
2. Monitoring of fecal coliform should be performed three times a week during the months of June,
July, August and September. Weekly monitoring should be done at all other times during the
year (Administrative Code 2B.0508).
3. Requirement applies only if chlorine is added for disinfection. See A. (4).
4. Whole effluent toxicity shall be measured using the chronic toxicity (Ceriodaphnia) P/F test at
2.4%. Tests should be performed in January, April. July and October. See A. (2).
5. The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units and shall be
monitored daily at the effluent by grab sample.
6. Effluent Pollutant Scan shall be conducted annually. Refer to Condition A. (3).
The daily average dissolved oxygen effluent concentration shall not be less than 5.0
mg/l.
There shall be no discharge of floating solids or visible foam in other than trace amounts.

Permit NC0060534
A. (2.) CHRONIC TOXICITY TESTING (QUARTERLY)
The effluent discharge shall at no time exhibit observable inhibition of reproduction or significant mortality to
Ceriodaphnin dubia at an effluent concentration of 2.4%.
The permit holder shall perform at a minimum, auarterlu monitoring using test procedures outlined in the "North
Carolina Ceriodaphnia Chronic Effluent Bioassay Procedure," Revised February 1998, or subsequent versions or
"North Carolina Phase II Chronic Whole Effluent Toxicity Test Procedure" (Revised -February 1998) or subsequent
versions. The tests will be performed during the months of January, April, July and October. Effluent
sampling for this testing shall be performed at the NPDES permitted final effluent discharge below all treatment
processes.
If the test procedure performed as the first test of any single quarter results in a failure or ChV below the
permit limit, then multiple -concentration testing shall be performed at a minimum, in each of the two
following months as described in "North Carolina Phase 11 Chronic Whole Effluent Tonicity Test
Procedure" (Revised -February 1998) or subsequent versions.
The chronic value for multiple concentration tests will be determined using the geometric mean of the highest
concentration having no detectable impairment of reproduction or survival and the lowest concentration that does
have a detectable impairment of reproduction or survival. The definition of "detectable impairment," collection
methods, exposure regimes, and further statistical methods are specified in the "North Carolina Phase II Chronic
Whole Effluent Toxicity Test Procedure" (Revised -February 1998) or subsequent versions.
All toxicity testing results required as part of this permit condition will be entered on the Effluent Discharge
Monitoring Form (MR-1) for the months in which tests were performed, using the parameter code TGP3B for the
pass/fail results and THP3B for the Chronic Value. Additionally, DWQ Form AT-3 (original) is to be sent to the
following address:
Attention: North Carolina Division of Water Quality
Environmental Sciences Section
1621 Mail Service Center
Raleigh, North Carolina 27699-1621
Completed Aquatic Toxicity Test Forms shall be filed with the Environmental Sciences Branch no later than 30
days after the end of the reporting period for which the report is made.
Test data shall be complete, accurate, include all supporting chemical/physical measurements and all
concentration/response data, and be certified by laboratory supervisor and ORC or approved designate signature.
Total residual chlorine of the effluent toxicity sample must be measured and reported if chlorine is employed for
disinfection of the waste stream.
Should there be no discharge of flow from the facility during a month in which toxicity monitoring is required, the
permittee will complete the information located at the top of the aquatic toxicity (All test form indicating the
facility name, permit number. pipe number, county, and the month/year of the report with the notation of "No
Flow" in the comment area of the form. The report shall be submitted to the Environmental Sciences Branch at
the address cited above.
Should the permittee fail to monitor during a month in which toxicity monitoring is required, monitoring will be
required during the following month.
Should any test data from this monitoring requirement or tests performed by the North Carolina Division of Water
Quality indicate potential impacts to the receiving stream, this permit may be re -opened and modified to include
alternate monitoring requirements or limits.
NOTE: Failure to achieve test conditions as specified in the cited document, such as minimum control organism
survival, minimum control organism reproduction, and appropriate environmental controls, shall constitute an
invalid test and will require immediate follow-up testing to be completed no later than the last day of the month
following the month of the initial monitoring.

Permit NC0060534
A. (3.) Effluent Pollutant Scan
The permittee shall perform an annual Effluent Pollutant Scan for all parameters listed in the
table below (in accordance with 40 CFR Part 136). The annual effluent pollutant scan samples
shall represent seasonal (summer, winter, fall, spring) variations over the 5-year permit cycle.
Unless otherwise indicated, metals shall be analyzed as "total recoverable." Additionally, the
method detection level and the minimum level shall be the most sensitive as provided by the
appropriate analytical procedure.:
Ammonia (as N)
Chlorine (total residual, TRC)
Dissolved oxygen
Nitrate/Nitrite
Kjeldahl nitrogen
Oil and grease
Phosphorus
Total dissolved solids
Hardness
Antimony
Arsenic
Beryllium
Cadmium
Chromium
Copper
Lead
Mercury
Nickel
Selenium
Silver
Thallium
Zinc
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
1,1-dichloroethylene
1,2-dichloropropane
1,3-dichlo rop ropylene
Ethylbenzene
Methyl bromide
Methyl chloride
Methylene chloride
1,1,2,2-tetrachloroethane
Tetrachloroethylene
Toluene
1,1,1-trichloroethane
1,1,2-trichloroethane
Trichloroethylene
Vinyl chloride
Acid -extractable compounds:
P-chloro-m-cresol
2-chlorophenol
2,4-dichlorophenol
2,4-dimethylphenol
4,6-dinitro-o-cresol
2,4-dinitrophenol
2-nitrophenol
4-nitrophenol
Pentachlorophenol
Phenol
2,4,6-trichlorophenol
Base -neutral compounds:
Acenaphthene
Acenaphthylene
Anthracene
Benzidine
Benzo(a)anthracene
Benzo(a)pyrene
3,4 benzofluoranthene
Benzo(ghi)perylene
Benzo(k)fluoranthene
Bis (2-chloroethoxy) methane
Bis (2-chloroethyl) ether
Bis (2-chloroisopropyl) ether
Bis (2-ethylhexyl) phthalate
4-bromophenyl phenyl ether
Butyl benzyl phthalate
2-chloronaphthalene
4-chlorophenyl phenyl ether
Chrysene
Di-n-butyl phthalate
Di-n-octyl phthalate
Dibenzo(a,h)anthracene
1,2-dichlorobenzene
1,3-dichlorobenzene
1,4-dichlorobenzene
3,3-dichlorobenzidine
Diethyl phthalate
Dimethyl phthalate
2,4-dinitrotoluene
2,6-dinitrotoluene
1,2-diphenylhydrazine
Fluoranthene
Fluorene
Hexachlorobenzene
Hexachlorobutadiene
Hexachlorocyclo-pentadiene
Hexachloroethane
Indeno(1,2,3-cd)pyrene
Isophorone
Naphthalene
Nitrobenzene
N-nitrosodi-n-propylamine
N-nitrosodimethylamine
N-nitrosodiphenylamine
Phenanthrene
Pyrene
1,2,4-tichlorobenzene

Permit NC0060534
➢ Test results shall be reported to the Division in DWQ Form- DMR-PPA1 or in a
form approved by the Director, within 90 days of sampling. A copy of the report
shall be submitted to Central Files at the following address: Division of Water
Quality, Surface Water Protection Section, 1617 Mail Service Center, Raleigh,
North Carolina 27699-1617.
A. (4.) TOTAL RESIDUAL CHLORINE
The limit for total residual chlorine shall become effective upon completion of the installation
of a disinfection system but no later than 18 months from the effective date of the permit
(January 1, 2008). If a method different than chlorination/dechlorination is used, the total
residual chlorine limit will not be applicable.

Amended Fact Sheet - NPDES Permit
Brevard WWTP
NPDES No. NC0060534
Facility
Receiving Stream
Facility Name:
Brevard WWTP
Receiving Stream:
French Broad River
Permitted Flow (MGD):
2.5 MGD
Subbasin:
040301
Facility Class:
W
Index No.:
Facility Status:
Existing
Stream Class:
B
Permit Status:
Renewal
303(d) Listed:
No
County:
Transylvania
Use Support:
Regional Office:
Asheville
Drainage Area (mi2):
220
USGS Topo Quad:
F8SW
Summer 7010 (cfs)
161 cfs
Pisgah Forest, NC
Winter 7010 (cfs)
3002 (cfs)
264
Average Flow (cfs):
750
IWC (%):
°Io
.7. IX
AMENDMENT TO THE FACTSHEET
Facility submitted a completed application on March 16, 2006, which included PPA
data. An RPA was done although the dataset was limited to three datapoints per
parameter. See attached.
Based on the RPA results for copper, silver, and zinc, although max. predicted values
exceeded acute allowable concentrations, quarterly monitoring is recommended.
These three parameters have NC action level standards, in addition there have been
no chronic toxicity violations. Quarterly effluent monitoring is recommended to allow
sufficient data collection at the next permit renewal.
Total phenolic compounds were sampled however the receiving stream is not
classified as a water supply, therefore no effluent limit or monitoring will be required.
(Note: The phenolic compounds standard only applies to WS class stream
classifications.)
Bis(2-ethylhexyl) phthalate was detected, however this is a laboratory contaminant
and is not discharged from the facility. No effluent limit or monitoring is
recommended for this substance.
PROPOSED CHANGES TO PERMIT
• The inclusion of quarterly monitoring for copper, zinc, and silver based on RPA
of partial dataset that showed that all three parameters had reasonable
potential to exceed the NC action level standard.
`7r7247ztrii 6,
Fact Sheet
NPDES N00060534 Renewal
Page 4

REASONABLE POTENTIAL ANALYSIS
Brevard WWTP
NC060534
Time Period
Qw (MGD) 2.5
7Q 10S (cfs) 161
7Q 10W (cfs) 0
30Q2 (cfs) 264
Avg. Stream Flow, QA (cfs) 750
Rec'ving Stream French Broad River
WWTP Class IV
IWC (%) ® 7Q1OS 2.3503
7Q 10W N/A
30Q2 1.4466
QA 0.514
Stream Class B
Outfall 001
Qw = 2.5 MGD
PARAMETER
TYPE
(1)
STANDARDS &
CRITERIA (2)
POL
Units
REASONABLE POTENTIAL RESULTS
RECOMMENDED ACTION
NC WQS /
Chronic
hFAV/
Acute
n #Det. Max Pred Cw Allowable Cw
Copper
NC
7
AL
7.3
ug/L
3 3 36.5
Note: n<12
Limited data set
Acute:
_ _
Chronic:
7
_ _ _
298
Max. pred. > acute and < chronic, however due to limited da
w_ ill r_eco_m_m_end_quarterly monitoring for copper _ _
Phenols
A
1
N
ug/L
3 3 196.4
Note: n<12
Limited data set
Acute:
Chronic:
N/A
69
Standard applicable only to WS class streams. Will not
recommend limit or monitoring for this Class B stream.
Silver
NC
0.06
AL
1.23
ug/L
3 1 28.6
Note: n<12
Limited data set
Acute:
_ _ _
Chronic:
1
_ _ _
3
Max. pred. > acute and chronic, however due to limited data
w_ ill recommend quarterly monitoring fo_r_si_lver
Zinc
NC
50
AL
67
ug/L
3 3 1,066.0
Note: n<12
Limited data set
Acute:
_ _ _
Chronic:
67
_ _ _
2,127
Max. pred. > acute and < chronic, however due to limited da
will recommend quarterly monitoring for copper
"Legend:
C = Carcinogenic
NC = Non -carcinogenic
A = Aesthetic
" Freshwater Discharge
60534rpa2006, rpa
4/21/2006

•
Copper
12
Phenols
REASONABLE POTENTIAL ANALYSIS
14
Date
1 Jan-2005
2 Oct-2004
3 Apr-2005
5
8
9
to
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
26
29
Data
BDL=12DL Results
19 19.0 Sld Dev.
13 13.0 Mean
14 140 nV.
Mull Factor =
Max Value
Mu Prod Cw
3.2146
15.3333
0.2096
3
1.9200
19.0 up&
36.5 ugiL
Dale Data BDL=120L Heculls
1 Oc1-2044 46 40 0 Strl Dev. 16.8622
2 Jan-2005 15 15 0 Mean 34.3333
3 6pr.2005 42 42.0 0.Y. 0.4911
4 n 3
5
6 Mua Fans = 4.2700
7 Max Yalu* 46.0 u9'L
8 Max Prod Cw 196.4 u9/L
9
10
11
12
13
14
5
16
17
18
19
20
21
22
23
24
25
26
27
28
29
16
Silver
Zinc
Date onto BDL=12DL Resu@e
1 Oct-2004 3 3.4 Sld Dev. 1.3856
2 Jan-2005 2 1.0 Mean 1.8000
3 Apr-2005 2 1.0 C.Y. 0.7698
4 n 3
5
6 Mull Factor = 8.4100
7 Max Value 3.4 uy1
8 Mu Prod Cw 28.6 u92
to
17
12
13
14
15
16
17
18
19
20
21
22
23
24
26
26
27
28
29
Date Data BDIt,12DL Results
1 Jan-2005 ' 130 130.0 Std Dev. 52.5484
2 091-2004 40 40.0 Mean 89.3333
3 Apr-2005 38 38.0 C.V. 0.7579
4 n 3
5
6 Mun Factor • 8.2000
7 - Max Value 130.0
8 Max. Prod Cw 1066.0 1ry1L
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
411
u9L

DENR/DWQ
FACT SHEET FOR NPDES PERMIT DEVELOPMENT
NPDES No. NC0060534
Facility Information
Applicant/Facility Name:
City of Brevard Wastewater Treatment Plant
Applicant Address:
151 West Main Street; Brevard, North Carolina 28712
Facility Address:
215 Wilson Road Brevard, North Carolina
Permitted Flow
2.5 MGD
Type of Waste:
100% Domestic
Facility/Permit Status:
Class IV /Active; Renewal
County:
Transylvania County
Miscellaneous
Receiving Stream:
French Broad
River
Regional Office:
Asheville
Stream Classification:
B
State Grid / USGS
Quad:
F8SW / Pisgah
Forest, NC
303(d) Listed?
No
Permit Writer:
Jackie Nowell
Subbasin:
04-03-01
Date:
11/7/2005
Drainage Area (mi2):
220
Lat. 35° 15' 05" N Long. 82° 41' 40" W
Summer 7Q 10 (cfs)
161
Winter 7Q10 (cfs):
30Q2 (cfs)
Average Flow (cfs):
750
IWC (%):
2.5%
SUMMARY OF FACILITY INFORMATION
Brevard has requested renewal of its existing wastewater treatment plant. The
current permitted design flow is 2.5 MGD. The discharge averaged 1.43 MGD over the
last three years (or about 57% of permitted capacity). The facility discharges into the
French Broad River, which has been reclassified to B waters for the protection of
primary recreation.
The treatment plant receives 100% domestic wastewater and does not have a
pretreatment program.
The facility submitted its application for renewal without the required three priority
pollutant analyses and 1 additional 2nd species toxicity tests. The facility has
submitted 3 alternative tests to the Environmental Sciences Section. There were
three 7 day chronic tests using fathead minnows on 10/10/04, 1/9/2005 and
4/3/2005.
RECEIVING STREAM
The receiving stream is the French Broad River and is classified B in the French
Broad River Basin. It is not listed on the draft 2004 or the 2002 303d impaired
streams list. The French Broad River is fully supporting its uses.
TOXICITY TESTING
Current requirements: At 2.5 MGD, Chronic toxicity P/F at 2.4%: Jan Apr Jul Oct
A review of submitted chronic Ceriodaphnia toxicity tests shows that the facility has
passed all tests since April 2001.
Recommendation: Renew the existing chronic toxicity test @ 2.4%
Fact. Shect.
:'> �i...1)l1Ci`.)I)•>F} Rellt.wal

COMPLIANCE SUMMARY
Facility has had some compliance issues in the past two - three years. Violations
with TSS limits, TRC monitoring, and fecal coliform have occurred in 2003, 2004 and
2005. Assessments of approximately $ 5500 have been issued in the past three
years. There have been collections of $2710 of these penalties by the Division.
Overall compliance with most of the permitted limits is good.
Compliance evaluation inspections noted that overall plant condition was satisfactory,
however there did need to be some removal of equipment from the facility grounds as
noted in the September 2005 report.
INSTREAM MONITORING
Facility monitors instream for fecal coliform, upstream and downstream of the outfall.
A review of instream data from the critical months in 2003 through 2005 show that
some violations of the fecal standard of 200/ 100m1 have occurred both upstream and
downstream of the outfall in June, July, and August 2005 (flooding occurred in mid
June).
Instream monitoring data in 2004 showed violations of the fecal standard downstream
of the outfall in September 2004 (flooding occurred in mid September). Upstream
violations occurred in April, May, June and August 2004. Violations upstream and
downstream of the outfall occurred in July 2004.
Instream monitoring data in 2003 showed violations of the fecal standard occurred
upstream of the outfall in September 2003. Violations upstream and downstream
occurred in July and August 2003. The fecal coliform standard was met all other
months of the year.
RPA RESULTS
No reasonable potential analysis was conducted due to the fact that no PPAs
submitted. There is the assumption that due to 100% domestic wastewater, there will
be no additional pollutants of concern however, the additional data must be
submitted in order to make that evaluation. A complete RPA review will be done when
the PPA data is submitted.
SUMMARY OF PROPOSED CHANGES
• The addition of a total residual chlorine limit of 28 ug/1 based on Division
procedure of dischargers into NC waters.. Facility will be given 18 months
to comply with limit.
• The addition of an annual effluent pollutant scan based on EPA
requirements for municipal dischargers with greater than 1.0 MGD design
flow.
PROPOSED SCHEDULE FOR PERMIT ISSUANCE
Draft Permit to Public Notice: November 9, 2005
Permit Scheduled to Issue: January 2, 2006
Fact Sheet
NPDES NC0060534 Renewal
Page 2

NOV-17-2005 10:42 FROM:WAT 8282964663
TO:919197330719 P:2/2
NPDES UNIT CONTACT
If you have questions regarding any of the above information or on the attached
permit, please contact Jackie Nowell. at [phone] ext. 512.
REGIONAL OFFICE COMMENT
�Sv.Q. ,
NAME:\<)irL\CL. ` \0.. 1.'Q-S DATE: `' ` - as -
DATE: // / 7/O5
P air:1 She:e1.
Nf�i�f:v„►tit;906( i34 Rel,cW;
1''xNr•

oco
�S UNITED STATES ENVIRONMENTAL PROTECTION AGENCY
Yi REGION 4
o � v� Q ATLANTA FEDERAL CENTER
pRROZEG�\O2 ATLANTA, GEORGIA 303b3-8960
MAY 2 2 2006
Ms. Jackie Nowell
North Carolina Department of Environment and
Natural Resources
Division of Water Quality
NPDES Unit
1617 Mail Service Center
Raleigh, NC 27699-1617
SUBJ: Draft NPDES Permit
Brevard WWTP - Permit No. NC0060534
Dear Ms. Nowell:
In accordance with the EPA/NCDENR NPDES MOA, we have completed review of the
draft permit specified above and have no comments or objections to its conditions. We request
that we be afforded an additional review opportunity only if significant changes are made to the
draft permit prior to issuance or if significant comments objecting to it are received. Otherwise,
please send us one copy of the final permit when issued.
If you have any questions, please call me at [phone].
Sincerely,
Marshall Hyatt, Environmental Scientist
Permits, Grants, and Technical Assistance Branch
Water Management Division
Internet Address (URL) • http://www.epa.gov
Recycled/Recyclable • Printed with Vegetable Oil Based Inks on Recycled Paper (Minimum 30% Postconsumer)

Re: comments on NC0060534 - Brevard WWTP
Subject: Re: comments on NC0060534 - Brevard WWTP
From: Jackie Nowell <[e-mail]>
Date: Mon, 22 May 2006 15:31:41 -0400
To: [e-mail]
[e-mail] wrote:
just 3 comments.
1. recommend changing "total suspended residue" to "total suspended
solids" in Part A.1.
2. A.2 says the IWC is 2.4%, but the table at the beginning of the fact
sheet says 2.5%.
3. assume Method 1631E will be required for Hg, since the applicant
used Method 245.1 in the permit application. Is that correct?
Regarding comments on Brevard
1. Will change "residue" to "solids."
2. The correct IWC for the facility is 2.4%. Will correct on the factsheet.
3. NC has indicated in the procedure for Hg limitations and monitoring that Method
1631E is required only for dischargers where the IWC is 6% or greater. Because the
IWC for Brevard is 2.4% and less than 6%, Method 1631 will not be required for the
Brevard WWTP.
Thanks,
Jackie
1 of 1 5/22/2006 3:53 PM

Brevard NPDES Permit Renewal
Subject: Brevard NPDES Permit Renewal
From: "David Honeycutt" <[e-mail]>
Date: Wed, 5 Apr 2006 11:45:15 -0400
To: <[e-mail]>
CC: <[e-mail]>
Jackie,
Please see sample point data from the 3 samples for the pollutants you requested in the table below. If you have
any questions please feel free to contact Randy or myself. Thanks,
Pollutant
10/12/04
1 /21 /2005
4/18/2005
Copper
0.013 mg/I
0.019 mg/I
0.014 mg/I
Silver
0.0034 mg/I
ND
ND
Zinc
0.040 mg/I
0.13 mg/I
0.038 mg/I
Total Phenolic Compounds
0.046 mg/I
0.015 mg/I
0.042 mg/I
David L. Honeycutt, E.I.
McGill Associates, P.A.
ph 828-252-0575
fax [phone]
www.mcgillengineers.com
1 of 1 4/5/2006 1 1:47 AM

Facility: Brevard
NPDES#: nc0060534
Receiving Stream: French Broad River
Comment(s):
Low Flow Record Station Number:
Hydrologic Area Number:
Drainage Area Low Flow Record Station:
Qave Low Flow Record Station:
s7Q10 Low Flow Record Station:
w7Q10 Low Flow Record Station:
30Q2 Low Flow Record Station:
Drainage Area New Site:
MAR New Site:
Qave per Report Equation:
s7Q10 per Report Equation:
w7Q10 per Report Equation:
30Q2 per Report Equation:
00.3439.5000
HA10
103
339.90 cfs
72.00 cfs
86.00 cfs
134.00 cfs
must be < 400 sq. miles
220
3
660 cfs
109.16 cfs
155.87 cfs
227.04 cfs
Continue
Drainage Area Ratio: 2.14 : 1
[ new DA / Da at gage Continue
Weighted Ratio: 0.62 : 1
Over -ride Inappropriate Site (y ):
Drainage Area New Site: 220
MAR New Site: 3
Weighted Qave per Report Equation: 660 cfs
Weighted s7Q10 per Report Equation: 136.89 cfs
Weighted w7Q10 per Report Equation: 173.15 cfs
Weighted 30Q2 per Report Equation: ( 263.81 cfs
II 1

Subject: Draft Permits (12)
From: John Giorgino <[e-mail]>
Date: Mon, 22 May 2006 14:40:18 -0400
To: Jackie Nowell <[e-mail]>
Jackie, I have reviewed the following permits (I am late getting back to you on some
of them, but did not have any comments). Thanks for forwarding them.
NC0025321
NC0021962
NC0074705
NC0023884
NC0005177
NC0000361
NC0000400
NC0084620
NC0085839
NC0000353
NC0000175
NC0060534
John Giorgino
Environmental Biologist
North Carolina Division of Water Quality
Environmental Sciences Section
Aquatic Toxicology Unit
Mailing Address:
1621 MSC
Raleigh, NC 27699-1621
Office: 919 733-2136
Fax: [phone]
"The real work of men was hunting meat. The invention of agriculture was a giant step
in the wrong direction, leading to serfdom, cities, and empire. From a race of
hunters, artists, warriors, and tamers of horses, we degraded ourselves to what we are
now: clerks, functionaries, laborers, entertainers, processors of information." -
Edward Abbey
1 of 1 S/7)/'nn6 1-AR PM

Draft Permit Reviews (3)
Subject: Draft Permit Reviews (3)
From: John Giorgino <[e-mail]>
Date: Tue, 20 Dec 2005 11:40:36 -0500
To: Jackie Nowell <[e-mail]>
Hi Jackie, I have reviewed the following:
NC0034754 CommScope
NC0036196 Newton
NC0060534 BreV`ard
I have no comments Thanks for forwarding them.
John Giorgino
Environmental Biologist
North Carolina Division of Water Quality
Environmental Sciences Section
Aquatic Toxicology Unit
Mailing Address:
1621 MSC
Raleigh, NC 27699-1621
Office: 919 733-2136
Fax: [phone]
Email: [e-mail]
Web Page: http://www.esb.enr.state.nc.us
I of 1 12/20/2005 1:25 PM

PUBLIC NOTICE
• STATE OF NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION/NPDES UNIT
1617 MAIL SERVICE CENTER
RALEIGH, NC 27699-1617
NOTIFICATION OF INTENT TO ISSUE
A NPDES WASTEWATER PERMIT
On the basis of thorough staff review and application of NC General Statut
143.21, Public law 92-500 and other lawful standards and regulations, th
North Carolina Environmental Management Commission proposes to iss
a National Pollutant Discharge Elimination System (NPDES) wasiewate
discharge permit to the person(s) listed below effective 45 days from th
publish date of this notice.
Written comments regarding the proposed permit will be accepted until 3
days after the publish date of this notice. All comments received prior 1
that date are considered in the final determinations regarding the propose
permit. The Director of the NC Division of Water Quality may decide t
hold a public meeting for the proposed permit should the Division receive
significant degree of public interest.
Copies of the draft permit and other supporting information on file used t
determine conditions present in the draft permit are available upon reque
and. payment of the costs of reproduction. Mail comments and/or request
for information to the NC Division of Water Quality at the above address o
call the Point Source Branch at [phone], extension 520. Please includ
the NPDES permit number (attached) in any communication. Intereste
persons may also visit the Division of Water Quality at 512 N. Salisbur
Street, Raleigh, NC 27604-1148 between the hours of 8:00 a.m. - 5:00 p.m. 1
review information on file.
The Linville Riverbend RV Park (853 Albelia Road, SC 29205) has applie
for renewal of NPDES permit NC00088153 for the Linville Riverbend R
d1 Park WWTP in Avery County. This proposed facility will discharge 0.01
MGD of Treated wastewater to the Linville River in the Catawba River Ba
sin. Currently total residual chlorine is water quality limited. This dis
charge may affect future allocations in this portion of the Catawba Rive
Basin.
Haywood County Schools has applied for renewal of NPDES permit
NC0067351 for the Bethel School WWTP in Haywood County. This permittedlling Clerk of The Asheville Citizen -Times
facility discharges treated wastewater to Bird Creek in the French Broad
River Basin. Currently, total residual chlorine is water quality limitedgaged in publication of a newspaper known as
This discharge may affect future allocations in this portion of the water•
shed. Asheville Citizen -Times, published, issued,
The USDA Forest Service has applied for renewal of NPDES permit
NC0020486 for the North Mills River Recreation Area WWTP in Hendersord entered as second class mail in the City of
County. This permitted facility discharges treated wastewater to the Nortt
Fork Mills River in the French Broad River Basin. Currently, total residua.heville in said County and State; that he is
chlorine is water quality limited. This discharge may affect future alloca'
lions in this portion of the watershed. thorized to make this affidavit and sworn
Fletcher Academy, Inc., has applied for renewal of permit NC0036641 for it:
Fletcher Academy WWTP in Henderson County. This permitted facility disitement; that the notice or other legal
charges treated wastewater to Byers Creek in the French Broad River Ba
sin. Currently BOD, ammonia nitrogen, fecal coliform and total residuavertisement, a true copy of which is attached
chlorine are water quality limited. This discharge may affect future olloca
lions in this portion of the French Broad River Basin. reto, was published in The Asheville Citizen -
Van Wingerden international, Inc. has applied for renewal of NPDES per
mit NC0070335 for the Van Wingerden International, Inc. WWTP in Hendermes on the following date: November 11, 2005 in
son County. This permitted facility discharges treated wastewater to Bran
dy Branch in the French Broad River Basin. Currently, ammonia nitrogehich said notice, paper, document or legal
and total residual chlorine are water quality limited. This discharge ma'
affect future allocations in this portion of the watershed. .vertisement were published were, at the time of
Clement -Pappas NC, Inc. has applied for renewal of NPDES permi
NCD0079251 for the Clement -Pappas NC, inc. facility in Henderson countleh and every publication, a newspaper meeting all
This permitted facility discharges non contact cooling water to Mud Cree
in the French Broad River Basin. Currently, total residual chlorine is wate the requirements and qualifications of Section 1-
quality limited. This discharge may affect future allocations in this Portia
of the watershed. '7 of the General Statues of North Carolina and
NPDES Permit Number NC0060534, City of Brevard, Transylvania County
has applied for renewal of its permit for a facility discharging treated wows a qualified newspaper within the meaning of
3water 10 the French Broad River in the French Broad River Basin. Cur
rently fecal coliform and total residual chlorine ore water quality limitedction 1-597 of the General Statues of North
This discharge may affect future allocations in this portion of the receivint
stream. rolina.
A & D Water Services, Inc. has applied for renewal of NPDES permit
NC0046858 for the Sherwood Forest WWTP in Transylvania County. Thit
permitted facility discharges treated wastewater to the Little River in they . ed this 14th, NoVembe�2005
French Broad River Basin. Currently, total residual chlorine is water qua
ity limited. This discharge may affect future allocations in this portion of
the watershed.
Taylor Togs, Inc. has applied for renewal of NPDES permit NC0023566 for
< the Taylor Togs, inc. facility in Yancey County. This permitted facility dis
nny�J charges treated wastewater to Little Crabtree Creek in the French Broac
yi River Basin. Currently, total residual chlorine is water quality limitedf:,
This discharge may affect future allocations in this portion of the water
shed.
The Buncombe County Board of Education has applied for renewal of per
mit NC0061182 for its North Carolina High School WWTP in Buncombeorn to and subscribed before me the 14th day of
County. This permitted facility discharges treated wastewater to stanfielc
Branch in the French Broad River Basin. Currently BOD, ammonia nitro
gen, fecal coliform and total residual chloride are water quality limited vember 2005
This discharge may affect future allocations in this portion of the Frenct
Broad River Basin.
Buncombe County Board of Education has applied for renewal of permi
NC0066796 for its Leicester Elementary School WWTP in Buncombe Coun
ty. This permitted facility discharges treated wastewater to Sluder Branc
in the French Broad River Basin. Currently BOD, ammonia nitrogen, feca
coliform and total residual are water quality limited. This discharge ma
affect future allocations in this portion of the French Broad River Basin.
Buncombe County Board of Education has applied for renewal of permi
NC0073814 for its North Buncombe Elementary School WWTP in Buncom•
County. This permitted facility discharges treated wastewater to Dic
Branch in the French Broad River Basin. Currently BOD, ammonia nitr.
gen, fecal coliform and total residual chlorine are water quality limited
This discharge may affect future allocations in this portion of the Frenc
Brood River Basin.
Buncombe County Board of Education has applied for renewal of permi
NC0086436 for its Cone Creek Elementary School WWTP in Buncom.;
County. This permitted facility discharges treated wastewater 10 Can
Creek in the French Broad River Basin. Currently BOD, ammonia nitrol
gen, fecal coliform and total residual chlorine are water quality limited))
This discharge may affect future allocations in this portion of the French
Broad River Basin.
FFIDAVIT OF PUBLICATION
JNCOMBE COUNTY
)RTH CAROLINA
fore the undersigned, a Notary Public of said
runty and State, duly commissioned, qualified and
horized by law to administer oaths, personally
)eared Darryl Rhymes, who, being first duly
orn, deposes and says: that he is the Legal
rY
C
8.
blic)
0
mnnssion expires the 3rd day of *lit
NOTARY
mkolt* F—
PU3L-IC
A
rn
iiii
Gv,,�`��,
'''rinonnn ,,,,,
November 11, 2005

two problems with Brevard (NC0060534)
Subject: two problems with Brevard (NC0060534)
From: Charles Weaver <[e-mail]>
Date: Wed, 12 Oct 2005 09:10:34 -0400
To: Jackie Nowell <[e-mail]>
CC: Susan Wilson <[e-mail]>
The City submitted their application after the 180-day deadline, so technically they're now operating
without a permit.
They also submitted their 2A form with NO analytical data - no PPAs, no 2nd-species tox tests.
Forrest Westall called this a.m. to let me know about the analytical data Brevard failed to collect. He
will contact you soon to figure out a schedule of sample collection.
CHW
1 of 1 10/12/2005 9:59 AM

Mc•
a-e
ssocl.a
April 5, 2005
Mr. Charles H. Weaver, Jr.
North Carolina Department of Environment and Natural Resources
Division of Water Quality
NPDES Unit
1612 Mail Service Center
Raleigh, North Carolina 27699-1617
RE: City of Brevard
WWTP NPDES
Dear Mr. Weaver:
21 2T5
Pul^al Suu;;Ct BRANCH fi.
On behalf of the City of Brevard, and as per our conversation please find the following
attached NPDES Permit Renewal Package to include:
1. Cover Letter
2. Completed Application, Original, and two (2) copies
3. Letter from Brevard Authorizing Authority
4. Narrative on Sludge Management Plan
Additionally, as per our conversation, please note that the EPA Permit form is still in the
process of being completed, as the City of Brevard has not yet collected enough testing results to
complete the expanded permit application form.
If you have any questions, please do not hesitate to give me a call.
Sincerely,
McGILL ASSOCIATES, P.A.
JEFFREY T. BROWN, P.E.
Project Manager
JTB
M_\USERS\jtbrown\ncdenr npdes wwtp letter.doc
Engineering • Planning • Finance
McGill Associates. P-A. • P.O. Box 2259. Asheville, NC 28802 • 55 Broad Street. Asheville. NC 28801
828-252-0575 • Fax. [phone]

Please print or type in the unshaded areas only
(fill-in areas are s1oaced for efite type, i.e., 12 characters/inch). 1 JI ^NNl.,VG.J. VIVI,/'w, wYv vvw. r,NN,,J„uI GnN,IGO.,-.,, ..�
FORM U.S. ENVIRONMENTAL PROTECTION AGENCY
I. EPA I.D. NUMBER
AGENERAL INFORMATIONTIA
s
.�
4IEPA E PAConsolidated Permits Program
D
GENERAL
(Read the "General Instructions" before starting.)
1
2 1: 14
15
LABEL ITEMS
GENERAL INSTRUCTIONS
I. EPA I.D. NUMBER
If a preprinted label has been provided,
affix it in the designated space. Review the
information carefully; if any of it is
it the
III. FACILITY NAME
incorrect cross through and enter
correct data in the appropriate fill-in area
below. Also, if any of the preprinted data is
absent (the area to the left of the label
V. FACILITY
MAILING LIST
PLEASE PLACE LABEL IN THIS SPACE
space lists the information that shouta
appear), please provide it in the proper fill -
in area(s) below. If the label is complete
and correct you need not complete Items
I, III, V, and VI (except VI-B which must be
VI. FACILITY
LOCATION
II. POLLUTANT CHARACTERISTICS
completed regardless). Complete all items
if no label has been proved. Refer to the
instructions for detailed item descriptions
and for the legal authorization under which
this data is collected.
INSTRUCTIONS: Complete A through J to determine whether you need to submit any permit application forms to the EPA. If you answer "yes" to any
questions, you must submit this form and the supplemental from listed in the parenthesis following the ques ion. Mark "X" in the box in the third column if
the supplemental form is attached. If you answer "no" to each question, you need not submit any of these forms. You may answer "no" if your activity is
excluded from permit requirements; see Section C of the instructions. See also, Section D of the instructions for definitions of bold-faced terms.
MARK "X
MARK
MARK "X"
SPECIFIC QUESTIONS
YES
NO
FORM
ATTACHED
SPECIFIC QUESTIONS
YES
NO
ATTACHED
A. Is this facility a publicly owned treatment works
which results in a discharge to waters of theist
U.S.? (FORM 2A)
❑
0
B. Does or will this facility (either existing or
proposed) include a concentrated animal
feeding operation or aquatic animal
production facility which results in a discharge
❑Eli❑
16
17
18
to waters of the U.S.? (FORM 2B)
19
20
21
C. Is this facility which currently results in
discharges to waters of the U.S. other than
❑
E
1
❑
D. Is this proposal facility (other than those described
in A or 8 above) which will result in a discharge
❑
F
❑
those described in A or B above? (FORM 2C)
22
23
24
to waters of the U.S.? (FORM 2D)
25
26
27
E. Does or will this facility treat, store, or dispose of
hazardous wastes? (FORM 3)
❑
}(�(
"�k
❑
F. Do you or will you inject at this facility industrial or
municipal effluent below the lowermost stratum
containing, within one quarter mile of the well
bore, underground sources of drinking water?
❑
�►�
❑
28
29
30
(FORM 4)
31
32
33
G. Do you or will you inject at this facility any
produced water other fluids which are brought to
the surface in connection with conventional oil or
natural gas production, inject fluids used for
enhanced recovery of oil or natural gas, or inject
fluids for storage of liquid hydrocarbons?
❑
❑
H. Do you or will you inject at this facility fluids for
special processes such as mining of sulfer by the
Frasch process, solution mining of minerals, in
situ combustion of fossil fuel, or recovery of
geothermal energy? (FORM 4)
❑
1
❑
(FORM 4)
34
35
36
37
38
39
I. Is this facility a proposed stationary source
which is one of the 28 industrial categories listed
in the instructions and which will potentially emit
100 tons per year of any air pollutant regulated
under the Clean Air Act and may affect or be
❑
0
❑
J. Is this facility a proposed stationary source
which is NOT one of the 28 industrial categories
listed in the instructions and which will potentially
emit 250 tons per year of any air pollutant
regulated under the Clean Air Act and may affect
❑
rl
❑
located
III. NAME
c
in an
SKIP
attainment area? (FORM 5
OF FACILITY
40
41
42
or be located in an attainment are? FORM 5
43
44
45
1
`��
QiGV k+e..,c, �cr W k'i >;►t.- R- i 44
"Ni.-.‘ L-rt
L
15
IV.
16-29
FACILITY
30
CONTACT
69
A. NAME & TITLE (last, first, & title)
B. PHONE (area code & no.)
LU
.-D
2
CI)k1 e t.1 Mr, re_ .� — Ir It ATotttr t 4 e-RDAS.
LS CkPot
,
C.:"t'i-t' I
15
V. FACILITY
1
16
MAILING ADDRESS
45f
46 48
49 51
52 55
A. STREET OR P.O. BOX
3
� l V'. ' i A."1 Pi < TIL- `I"
15
1
45
B. CITY OR TOWN
C. STATE
D. ZIP CODE
4
12-e-IN11'.'f-
I'�L-
712.--
15
VI.
16 40
FACILITY LOCATION
41 42
47 51
A. STREET, ROUTE NO. OR OTHER SPECIFIC IDENTIFIER
5
21 S VI t t,� r---1 A. Q
15
16 45
B. COUNTY NAME
(LPWSti t...J PtrJ1
Pr-
46 70
C. CITY OR TOWN
D. STATE
E. ZIP CODE
F. COUNTY CODE
s
E4Pq"0-71"--
Affe.
2 7I Z
15
16 40
41 42
47 51
52 54
EPA FORM 3510-1 (8-90)
CONTINUED ON REVERSE

CONTINUED FROM THE FRONT
VII. SIC CODES (4-di. it, in order of priority)
A. FIRST
B. SECOND
(specify)
7
(specify)
7
7
15
16 17
15
16 19
C. THIRD
D. FOURTH
(specify)
7
(specify)
7
7
15
16 17
15
16 19
VIII.
OPERATOR INFORMATION
A. NAME
B. Is the name listed in item
o theki
a
^
- "�J � p r- —
❑ YES NOOner?
a
191t
55
C. STATUS
OF OPERATOR (Enter the appropriate letter into the answer box;
if "Other," specify.)
D. PHONE (area code & no.)
F = FEDERAL
S.
P = PR
M = PUBLIC (other than federal or state)
TE O = OTHER (specify)
TA ATE
(specify)
C
CZ '
UU
�1
A
56
15
16 18
11�21
9
22 25
E. STREET OR PO BOX
I
\ . ,1I s-t
26
55
F. CITY OR TOWN
G. STATE
H. ZIP CODE
IX. INDIAN LAND
Is
Is the facility located on Indian lands?
B
c-2E4(�
4 c-
Zc ).-1-
f81 NO
15
16 40
42 42
47 51
X.
EXISTING ENVIRONMENTAL PERMITS
A. NPDES (Discharges to Surface Water)
D. PSD (Air
Emissions from Proposed Sources)
8
9
N
NG Off3620 3¢
9
P
15
16
17
18 30
15
16
17
18 30
B. UIC
(Underground Injection of Fluids
E. OTHER (specify)
(Specify)
C
T
I
c
r
8
9
U
9
15
16
17
18 30
15
16
17
18 30
C. RCRA (Hazardous Wastes)
E. OTHER (specify)
(Specify)
C
T
1
C
T
8
9
R
9
15
16
17
18 30
15
16
17 18 30
XI.
MAP
Attach
show
hazardous
rivers
to this application a topographic map of the
the outline of the facility, the location of each
waste treatment, storage, or disposal facilities,
and other surface water bodies in the ma. area.
area extending to at least one mile beyond property
of its existing and proposed intake and discharge
and each well where it injects fluids underground.
See instructions for .recise re uirements.
boundaries. The map must
structures, each of its
Include all springs,
XII.
NATURE OF BUSINESS (provide a brief description)
.2a,3(C
'.1v6t:S-r-1,. teNN(Ntik.
ef7m I -
XIII.
CERTIFICATION (see instructions)
I certify
all
the
submitting
under penalty of law that I have personally
attachments and that, based on my inquiry of those
application, I believe that the information is true,
false information, including the possibility
examined and am familiar with the information submitted in this application and
persons immediately responsible for obtaining the information contained in
accurate and complete. i am aware that there are significant penalties for
of fine and imprisonment.
A. NNAAy{tE
& OFFICIAL TITLE (type or print)
'
? C
B. SIGNATURE
C. DATE
SIGNED
1 i
Je
.-C-JP v30 .
.s gift
COMMENTS
FOR OFFICIAL USE ONLY
c
C
15
16 55
EPA FORM 3510-1 IS-901

FACILITY NAME AND PERMIT NUMBER:
PERMIT ACTION REQUESTED:
RIVER BASIN:
G orr b(lEJRQ-O s N)C_OO(cif 4
FORM
2A
NPDES
F C-Er1C-{t t3r�4 ►�j
NPDES FORM 2A APPLICATION OVERVIEW
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 z 0.1 mgd. All treatment works that have design flows
greater than or equal to 0.1 million gallons per day must complete questions B.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 following 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.
F. 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 complete Part F (Industrial User Discharges
and RCRA/CERCLA Wastes). Sills 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 dry 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.

FACILITY NAME AND PERMIT NUMBER:
‘11 0 (1.t t) - ►4G Do co oS34-
PERMIT ACTION REQUESTED:
RIVER BASIN:
Ea-t. A e..-VA 13(7-c )
BASIC APPLICATION INFORMATION
PART A. BASIC APPLICATION INFORMATION FOR ALL APPLICANTS:
All treatment works must complete questions A.1 through A.B of this Basic Application Information Packet.
A.1. Facility Information.
(1.6JPtt2� l 'j�
Facility Name �� � A'1� (L t (LeA r nl1 E ATT 1.RA
Mailing Address `] j'( (- 1As1 Pi 6 C ,2EE'r ,0- +�'�rJ
I
14C. Zg7-1t2.
Contact Person r/1 a {t. ` f ED 1/J e
Title DpM T (L. k tJ 2E.scrD4S i qlE C.-kt An.tie
Telephone Number ( — - ? — , ¢ (.01
Facility Address 2- I S r ) i L- 5 n a.J ,� O A.
(not P.O. Box) f-&-Ve4iNit.'0 N C 2. ' 1% Z
A.2. Applicant Information. If the applicant is different from the above, provide the following:
Applicant Name C.9 1-r1 O- iLa, 4.2....r
Mailing Address 1 \ V.J 6 5i ,_ 1 j}-ln) S+ •
N L 2,61 t ---)—
1
Contact Person etAo0, ; (-)y.,a.4
Title 0 . 9, , C •
Telephone Number (Kb) 5 -Lh(01
Is the applicant the owner or operator (or both) of the treatment works?
Xowner 0 operator
Indicate whether correspondence regarding this permit should be directed to the facility or the applicant.
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 iC permits)./2,�
NPDES `V0©&0534- PSD
UIC Other
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
Total population served
EPA Form 3510-2A (Rev. 1-99) Replaces EPA forms 7550-6 & 7550-22.
Page 2 of 22

FACILITY NAME AND PERMIT NUMBER:
PERMIT ACTION REQUESTED:
RIVER BASIN:
C(1'- o--TAGDp(0a534-
A.5. Indian Country.
a. Is the treatment works located in Indian Country?
f'Q�a�-N Imo An
❑ Yes Iktc 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 xr` 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.
a. Design flow rate 2 •� mgd
b. Annual average daily flow rate
c. Maximum daily flow rate
Two Years Ago
• Lam'
.41
Last Year
•S(e)
This Year
1.41
3.3LP
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 miles) of each.
rpraeparate sanitary sewer 701'
❑ 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.? ArYes ❑ No
If yes, list how many of each of the following types of discharge points the treatment works uses:
Discharges of treated effluent
ii. 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 discharge 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 El continuous or ❑ intermittent?
c. Does the treatment works land -apply treated wastewater?
If yes, provide the following for each land application site:
Location:
Number of acres:
mgd
❑ Yes
Annual average daily volume applied to site:
Is land application
D continuous or ❑ intermittent?
d. Does the treatment works discharge or transport treated or untreated wastewater to another
treatment works?
mgd
❑ Yes �No
EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22 Page 3 of 22

FACILITY NAME AND PERMIT NUMBER:
7 1
ifrLf DF O- is G OOfvoS4
PERMIT ACTION REQUESTED:
RIVER BASIN:
--12.f.1€4{ Saziko
e.
If 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
Title
Telephone Number ( )
If known, provide the NPDES permit number of the treatment works
Provide the average daily flow rate from the treatment works into
Does the treatment works discharge or dispose of its wastewater
in A.8. through A.8.d above (e.g., underground percolation, well
If yes, provide the following for each disposal method:
that receives this discharge
the receiving facility. mgd
in a manner not included
injection): 0 Yes o
Description of method (including location and size of site(s) if applicable):
Annual daily volume disposed by this method:
Is disposal through this method 0 continuous or ❑ intermittent?
EPA Form 3510-2A (Rev 1-99). Replaces EPA forms 7550-6 & 7550-22.
Page 4 of 22

FACILITY NAME AND PERMIT NUMBER:
CA 11 OP easy LAW rjG 00(0053 41—
ASTEWATER DISCHARGES:
PERMIT ACTION REQUESTED:
RIVER BASIN:
C—&rt `Laaafl
If you answered "Yes" to question A.8.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
b. Location
c.
d.
e.
f.
g•
(City or town, it applicable)
(iM1 ReeJS - ►—+) rA t i►
(County)
/435 rS.it
(Latitude)
Distance from shore (if applicable)
Depth below surface (if applicable)
Average daily flow rate
Does this outfall have either an intermittent or a periodic discharge?
If yes, provide the following information:
Number f times per year discharge occurs:
Average duration of each discharge:
Average flow per discharge:
Months in which discharge occurs:
Is outfall equipped with a diffuser?
A.10. Description of Receiving Waters.
a.
b.
c.
d.
e.
Name of receiving water
Name of watershed (if known)
t . ITA u A 60-0e-"D ac -2t1-1
(Zip Code)
13.L.
0
(State)
(Longitude)
ft.
ft.
mgd
0 Yes )2"No (go to A.9.g.)
0 Yes
t"RFNGH 3# 42P 0
United States Soil Conservation Service 14-digit watershed code (if known):
Name of State Management/River Basin (if known):
fit et• of
United States Geological Survey 8-digit hydrologic cataloging unit code (if known):
Critical low flow of receiving stream (if applicable)
acute
cfs
mgd
/2/ 4Fn ens„../
chronic cfs
Total hardness of receiving stream at critical low flow (if applicable):
mg/I of CaCO3
EPA Form 3510-2A (Rev. 1.99). Replaces EPA Corms 7550-6 & 7550-22 Page 5 of 22

FACILITY NAME AND PERMIT NUMBER:
► , ,, di 3 h04R,t� — ^{G � �v6� S 3 ¢
PERMIT ACTION REQUESTED:
RIVER BASIN:
�/Len►y/ �l�i�i
A.11. Description of Treatment
a. What level of treatment are provided? Check all that apply.
Primary Secondary
❑ Advanced 0 Other. Describe:
b. Indicate the following removal rates (as applicable):
Design BOD5 removal or Design CBOD5 removal N ( 4 0.0
Design SS removal 0 %
Design P removal NI ( A
Design N removal 4-1/ I/1' o0
Other — :,
c. What type of disinfection is used for the effluent from this outfall? If disinfection varies by season, please describe:
Ofl I L.7 M i49 po r -I-i4-citL 11 C
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
40 CFR Part 136 and other appropriate
minimum, effluent testing data must
Outfall number: CVVE 6)
using 40 CFR Part 136 methods. In addition, this data must comply with QA/QC requirements of
QA/QC requirements for standard methods for analytes not addressed by 40 CFR Part 136. At a
be based on at least three samples and must be no more than four and one-half years apart.
PARAMETER
MAXIMUM DAILY VALUE
AVERAGE DAILY VALUE
Value
Units
Value
Units
Number of Samples
pH (Minimum)
—1 • 3ei
s.u.
pH (Maximum)
CP ") I
s.u.
/ /
Flow Rate
II Gj
M3 O
Temperature (Winter)
i3.t� °C.
0 G
Temperature (Summer)
(•
2-4F�
0 G
' For pH please report a minimum and a maximum daily value
POLLUTANT
MAXIMUM DAILY
DISCHARGE
AVERAGE DAILY DISCHARGE
ANALYTICAL
METHOD
MUMDL
Conc.
Units
Conc.
Units
Number of
Samples
CONVENTIONAL AND NON CONVENTIONAL COMPOUNDS
BIOCHEMICAL OXYGEN
BOD5
r` `
Ili) (Q,
DEMAND (Report one)
CBOD5
FECAL COLIFORM
?
II41 (
2.
TOTAL SUSPENDED SOLIDS (TSS)
20t.7
fA..L
,,
( 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.

FACILITY NAME AND PERMIT NUMBER:
6.1 1-1 of ro- m - AC, OD(oDS34-
PERMIT ACTION REQUESTED:
RIVER BASIN:
Care-rJc-it- fic'F+-c
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 >_ 0.1 mgd must answer questions B.1 through B.6. All others go to Part C (Certification).
B.1. Inflow and Infiltration. Estimate the average number of gallons
• 2-•40 i CO at, gpd
per day that flow into the treatment works from inflow and/or infiltration.
and infiltration.
f rxT L. t(fee> A-3 Z ! J_ S"L�0-1 — Q vS
Briefly explain any steps underway or planned to minimize inflow
1'C ; OF f-F(t-`C --^4 h L. v!L d.,
i rs 9L.-6,4-e DA-Co ,r't1 '!:a a-EO E .4A3flc E PIA oricl I I .
B.2. Topographic Map. Attach to this application a topographic map
map must show the outline of the facility and the following information.
area.)
The area surrounding the treatment plant, including all unit
b. The major pipes or other structures through which wastewater
treated wastewater is discharged from the treatment plant.
c. Each well where wastewater from the treatment plant is injected
d. Wells, springs, other surface water bodies, and drinking water
works, and 2) listed in public record or otherwise known to
e. Any areas where the sewage sludge produced by the treatment
f. It the treatment works receives waste that is classified as hazardous
or special pipe, show on the map where the hazardous waste
B.3. Process Flow Diagram or Schematic. Provide a diagram showing
backup power sources or redunancy in the system. Also provide
chlorination and dechlorination). The water balance must show
rates between treatment wits. Include a brief narrative description
of the area extending at least one mile beyond facility property boundaries. This
(You may submit more than one map if one map does not show the entire
processes.
enters the treatment works and the pipes or other structures through which
Include outfalls from bypass piping, if applicable.
underground.
wells that are: 1) within 'V4 mile of the property boundaries of the treatment
the applicant.
works is stored, treated, or disposed.
under the Resource Conservation and Recovery Act (RCRA) by truck, rail,
enters the treatment works and where it is treated, stored, and/or disposed.
the processes of the treatment plant, including all bypass piping and all
a water balance showing all treatment units, including disinfection (e.g..
daily average flow rates at influent and discharge points and approximate daily flow
of the diagram.
treatment and effluent quality) of the treatment works the responsibility of a
each contractor and describe the contractor's responsibilities (attach additional
B.4. Operation/Maintenance Performed by Contractor(s).
Are any operational or maintenance aspects (relate to wastewater
contractor? El No
If yes, list the name, address, telephone number, and status of
pages if necessary).
Name:
Mailing Address:
Telephone Number: ( )
Responsibilities of Contractor:
.5. Scheduled improvements and Schedules of Implementation. Provide information on any uncompleted implementation schedule or
j}C uncompleted plans for improvements that will affect the wastewater treatment, effluent quality, or design capacity of the treatment works. If the
r treatment works has several different implementation schedules or is planning several improvements, submit separate responses to question B.5
for each. (If none, go to question B.6.)
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 22

FACILITY NAME AND PERMIT NUMBER:
'(l'A of t30-f + -o ' nk.Oo(00534
PERMIT ACTION REQUESTED:
RIVER BASIN:
'F( r.3(__K (¢x:.,►t-t)
If the answer to B.5.b is "Yes," briefly describe, including new maximum daily inflow rate (if applicable).
d. Provide dates imposed
applicable. For improvements
applicable. Indicate
Implementation Stage
- Begin Construction
- End Construction
• Begin Discharge
- Attain Operational
e. Have appropriate
Describe briefly:
by any compliance schedule
planned independently
dates as accurately as possible.
Level
permits/clearances concerning
or any actual dates of completion for the implementation steps listed
of local, State, or Federal agencies, indicate planned or actual completion
Schedule Actual Completion
MM/DD/YYYY MM/DD/YYYY
below, as
dates, as
Yes ❑ No
/ / / /
/ / / /
/ / / /
/ / / /
other Federal/State requirements been obtained? 0
B.6. EFFLUENT TESTING DATA (GREATER THAN 0.1 MGD
Applicants that discharge to waters of the US must
effluent testing required by the permitting authority
on combine sewer overflows in this section. All information
using 40 CFR Part 136 methods. In addition, this data
CIA/QC requirements for standard methods for analytes
based on at least three pollutant scans and must be
ONLY).
provide effluent testing data for the following parameters. Provide
for each outfall through which effluent is discharged. Do not include
the indicated
information
conducted
other appropriate
data must be
reported must be based on data collected through analysis
must comply with QA/OC requirements of 40 CFR Part 136 and
not addressed by 40 CFR Part 136. At a minimum effluent testing
no more than four and on -half years old.
Outfall Number: OA e ( i
POLLUTANT
MAXIMUM DAILY
DISCHARGE
AVERAGE DAILY DISCHARGE
ANALYTICAL
METHOD
ML/MDL
Conc.
Units
Conc.
Units
Number of
Samples
CONVENTIONAL AND NON CONVENTIONAL COMPOUNDS
AMMONIA (as N)
Al I
1
I L
L
__
CHLORINE (TOTAL
RESIDUAL, TRC)
DISSOLVED OXYGEN
TOTAL KJELDAHL
NITROGEN (TKN)
NITRATE PLUS NITRITE
NITROGEN
OIL and GREASE
PHOSPHORUS (Total)
TOTAL DISSOLVED SOLIDS
(TDS)
OTHER
PART
MUST
REFER TO THE APPLICATION
END OF
OVERVIEW (PAGE
OF FORM 2A YOU
B.
1) TO DETERMINE
COMPLETE
WHICH
OTHER PARTS
EPA Form 3510-2A (Rev 1-99) Replaces EPA forms 7550-6 & 7550-22.
Page 8 of 22

FACILITY NAME AND PERMIT NUMBER:
Lt.11 OP PJ 9' NC- Oo& VS.- t
PERMIT ACTION REQUESTED:
RIVER BASIN:
F-EnI6-N JZ AO
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:
0 Basic Application Information packet Supplemental Application Information packet:
❑ Part D (Expanded Effluent Testing Data)
❑ Part E (Toxicity Testing: Biomonitoring Data)
❑ Part F (Industrial User Discharges and RCRA/CERCLA Wastes)
❑ Part G (Combined Sewer Systems)
ALL APPLICANTS MUST COMPLETE THE FOLLOWING CERTIFICATION.
I 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
Signature
Telephone number f )
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:
NCDENR/ DWQ
Attn: NPDES Unit
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
EPA Form 3510-2A (Rev. 1-99) Replaces EPA forms 7550-6 & 7550-22. Page 9 of 22

FACILITY NAME AND PERMIT NUMBER:
LAI`� c) ,Q Lc:, Obi) oto0'34
PERMIT ACTION REQUESTED:
RIVER BASIN:
Ftr- mAk &R-aA1D
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 QA/OC requirements of 40 CFR Part 136 and
other appropriate QA/QC 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.
Outfall number: (Complete once for each outfall discharging effluent to waters of the United States.)
MAXIMUM DAILY DISCHARGE
AVERAGE DAILY DISCHARGE
POLLUTANT
Conc.
Units
Mass
Units
Conc.
Units
Mass
Units
Number
of
Samples
ANALYTICAL
METHOD
MLJMDL
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 22

slatiaa
Cation
f'
Trail
• gyp.,
mirk
6
Recc
e
ion
mein
\.Su
4, .4
ii
reV�trd • - , .-__ ••, • II
c•OXj � 's
_ BM J 5b •.
rch r •. 09•
ma�nia Community..-.:
ommunity
� Hos • itar'� VO'
i' , Cti".Y i 'AT
rth Brevard
urkey
r
I
ek Gem
di
�r
Creek
DELORME
_) 2002 DeLorme. 3-0 Topoquads 6.). Data copyright of content owner.
www.delorme.com
•
94tal. 1 : 24,000
1" a 2000 ft
600 1200 1600 2400 3000 •
200 •oo eoo Duo taao
TN
■
MN
a.rw

City of Brevard
North Carolina
Utilities Department
Donald G. Byers
Director
30 March 2005
Jeffrey Brown PE is the authorized representative to prepare the NPDES Permit
Application for the City of Brevard's Wastewater Treatment Facility and the Wastewater
Treatment Facility at the Cathey's Creek Water Treatment Facility.
Donald G. Byers
Director of Public Utilities
City of Brevard, North Carolina

Sludge Handling Plan WWTP
At this point in time the City of Brevard WWTP's Sludge Handling Plan is to settle the
sludge taken from the clarifiers in a digester/decant. The decant is returned to the head of
the plant, the solids are pumped to a belt press, at which point they are taken to the
Transylvania County Land Fill.