NC0056561_Permit Issuance_20060515

Michael F. Easley, Governor
State of North Carolina
William G. Ross, Jr., Secretary
Department of Environment and Natural Resources
Alan W. Klimek, P.E., Director
Division of Water Quality
May 15, 2006
Mr. Timothy Barth
Town Manager
3987 Soco Road
Maggie Valley, North Carolina 28751
Subject: Issuance of NPDES Permit
NCO056561
Maggie Valley WWTP
Haywood County
Dear Mr. Barth:
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).
This final permit contains no significant changes from the draft you were sent on March 1, 2006.
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
demand is made, this decision shall be final and binding.
Please note that this permit is not transferable except after notice to the Division. 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, the Coastal Area Management Act or any other
Federal or Local governmental permit that may be required.
If you have any questions concerning this permit, please contact Toya Fields at telephone
number [phone], extension 551.
Sincerely,
da
"Aw,, �n W. Klimek, P.E.
cc: Central Files
Asheville Regional Office/Surface Water Protection
NPDES Unit ,
Marshall Hyatt, EPA Region IV
Aquatic Toxicology Unit
1617 Mail Service Center, Raleigh, North Carolina 27699-1617 Telephone [phone] FAX [phone] NorthCarol
512 N. Salisbury Street, Raleigh, North Carolina 27604 On the Internet at http://h2o.enr.state.nc.us/ l &J-1711
An Equal Opportunity/Affirmative Action Employer

Permit No. NCO056561
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,
Town of Maggie Valley
is hereby authorized to discharge wastewater from a facility located at
Town of MaggieValley Wastewater Treatment Plant .
Off US Highway 276
Northeast of Maggie Valley
Haywood County
to receiving waters designated as Jonathan Creek in the French Broad. River Basin in
accordance with effluent limitations, monitoring requirements, and other conditions set
forth in Parts I,11, III, and IV hereof.
The permit shall become effective June 1, 2006.
This permit and the authorization to discharge shall expire at midnight on January 31, 2011.
Signed this day May 15, 2006.
roN Alan W. Klimek, PhD., Director
Division of Water Quality
By Authority of the Environmental Management Commission

Permit No. NCO056561
SUPPLEMENT TO PERMIT COVER SHEET
All previous NPDES Permits issued to this facility, whether for operation or discharge are hereby revoked. As of this
permit 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 Town of Maggie Valley is hereby authorized to:
1. Continue to operate an existing 1.0-MGD wastewater treatment'facility with
the following components:
➢ A mechanical influent bar screen
➢ Flow sputter box
Three Aero-mod treatment trains with Aero-Mod tube settler clarifiers
➢ Six dual aeration blowers
➢ Two sludge holding basins
➢.. Gas chlorination
➢ Chlorine contact basin .
➢ Sulfur dioxide dechlorinatio_ n
➢ Effluent flow monitoring
➢ Belt filter press
➢ Alkaline sludge stabilization facility
The wastewater treatment facility is located at the Town of Maggie Valley
Wastewater Treatment Plant, 5320 Jonathan Creek Road, Waynesville,. Haywood
County, and
2. Discharge wastewater from said treatment works at the location specified on the
attached map into Jonathan Creek which is classified Class C-Trout waters in the
French Broad River Basin.

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Town of Maggie Valley WWTP
Facility�j
Location
State Grid/Quad: E6SE/Dellwood, NC
to
Latitude: 35' 35' 56" N
not scale
Longitude: 83° 00' 23" W Permitted Flow: 1.0 MGD
NPDES
Permit No. NC0056561
Receiving Stream: Jonathans Creek Drainage Basin: French Broad River Basi
North
Stream Class: C-Trout . Sub -Basin: 04-03-05
Haywood Count

Permit No. NCO056561
A (1). EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS.
During the period beginning on the effective date of the permit and lasting.until expiration, the permittee
is authorized to discharge from outfall(s) serial number 001. Such discharges. shall be limited and
monitored by the Permittee as specified below:
EFFLUENT ' t
LIMITS
3
MONITORING REQUIREMENTS
Monthly `
Weekl,4110
y
Daaly
Measurement Sample
Sample
°
Average
Average
Maximum
FrecluerttyTYPe
u N
^a
f
,Location1...
Flow
1.0 MGD
Continuous
Recording
I or E
BOD, 5-day, 20°C2
30.0 mg/1
45.0 mg/1
3/Week
Composite
E,I
Total Suspended Solids2
30.0 mg/1
45.0 mg/1
3/Week
Composite
E,I
NH3-N
3/Week
Composite
E
Fecal Coliform
200/100 ml
400/100 ml
3/Week
Grab
E
(geometric mean)
Temperature
3/Week
Grab
E
Total Residual Chlorine
28 µg/I
2/Week
Grab
E
Total Nitrogen
Quarterly
Composite
E
(NO2 + NO3 + TKN)
Total Phosphorus
Quarterly
Composite
E
Chronic Toxicity3
Quarterly
Composite
E
pH4
3/week
Grab
E
Annual Effluent Scans
Annual
Grab
E
Notes:
1. Sample locations: E - Effluent, I — Influent
2. The monthly average effluent BOD5 and Total Suspended Solids concentrations shall not exceed 15% of
the respective influent value (85% removal).
3. Chronic Toxicity (Ceriodaphnia), P/F, 6%; January, April, July and October; See Part A. (2.).
4. The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units.
5. See Part A.(3.)
There shall be no discharge of floating solids or visible foam in other than trace amounts.

Permit No. NCO056561
A (2). CHRONIC TOXICITY PASS/FAIL PERMIT LIMIT
The effluent discharge shall at no time exhibit observable inhibition of reproduction or significant mortality to
Ceriodaphnia ditbia at an effluent concentration of 6%.
The permit holder shall perform at a minimum, uad rterly monitoring using test procedures outlined in the "North
Carolina Ceriodaphnia Chronic Effluent Bioassay Procedure," Revised February 1998, or subsequent versions or
"North Carolina Phase H 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 II Chronic Whole Effluent Toxicity 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 H 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 TGP313 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 Section 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 (AT) 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 Section 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 No. NCO056561
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)
Trans-1,2-dichloroethylene
Bis (2-chloroethyl) ether
Chlorine (total residual, TRC)
1,1-dichloroethylene
Bis (2-chloroisopropyl) ether
Dissolved oxygen
1,2-dichloropropane
Bis (2-ethylhexyl) phthalate
Nitrate/Nitrite
1,3-dichloropropylene
4-bromophenyl phenyl ether
Total Kjeldahl nitrogen
Ethylbenzene
Butyl benzyl phthalate
Oil and grease
Methyl bromide
2-chloronaphthalene
Total Phosphorus
Methyl chloride
4-chlorophenyl phenyl ether
Total dissolved solids
Methylene chloride
Chrysene
Hardness
1,1,2,2-tetrachloroethane
Di-n-butyl phthalate
Antimony
Tetrachloroethylene
Di-n-octyl phthalate
Arsenic
Toluene
Dibenzo(a,h)anthracene
Beryllium
1,1,1-trichloroethane
1,2-dichlorobenzene
Cadmium
1,1,2-trichloroethane
1,3-dichlorobenzene
Chromium
Trichloroethylene
1,4-dichlorobenzene
Copper
Vinyl chloride
3,3-dichlorobenzidine
Lead
Acid -extractable compounds:
Diethyl phthalate
Mercury
P-chloro-m-cresol
Dimethyl phthalate
Nickel
2-chlorophenol
2,4-dinitrotoluene
Selenium
2,4-dichlorophenol
2,6-dinitrotoluene
Silver
2,4-dimethylphenol
1,2-diphenylhydrazine
Thallium
4,6-dinitro-o-cresol
Fluoranthene
Zinc
2,4-dinitrophenol
Fluorene
Cyanide
2-nitrophenol
Hexachlorobenzene
Total phenolic compounds
4-nitrophenol
Hexachlorobutadiene
Volatile organic compounds:
Pentachlorophenol_
Hexachlorocyclo-pentadiene
Acrolein
Phenol
Hexachloroethane
Acrylonitrile
2,4,6-trichlorophenol
Indeno(1,2,3-cd)pyrene
Benzene
Base -neutral compounds:
Isophorone
Bromoform
Acenaphthene
Naphthalene
Carbon tetrachloride
Acenaphthylene
Nitrobenzene
Chlorobenzene
Anthracene
N-nitrosodi-n-propylamine
Chlorodibromomethane
Benzidine
N-nitrosodimethylamine
Chloroethane
Benzo(a)anthracene
N-nitrosodiphenylamine
2-chloroethylvinyl ether
Benzo(a)pyrene
Phehanihrene
Chloroform
3,4 benzofluoranthene
Pyrene
Dichlorobromomethane
Benzo(ghi)perylene
1,2,4-trichlorobenzene
1,1-dichloroethane
Benzo(k)fluoranthene
12-dichloroethane
Bis (2-chloroethoxy) methane
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 i to Central Files to the
following address: Division of Water Quality, Water Quality Section, 1617 Mail Service Center, Raleigh,
North Carolina 27699-1617.

0 s)"q)�'P
A UNITED STATES ENVIRONMENTAL PROTECTION AGENCY
<� Yi REGION 4
o ATLANTA FEDERAL CENTER
61 FORSYTH STREET
�l'14 PRO, ATLANTA, GEORGIA 30303-8960
2006
Ms. UToya Fields
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
Maggie Valley WWTP
Permit No. NCO056561
Dear Ms. Fields:
In accordance with the EPA/NCDENR MOA, we have completed review of the draft
permit referenced above and have no comments. 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.
Sincerely,
Marshall Hyatt, Environmental Scientist
Permits, Grants, and Technical Assistance Branch
Water Management Division
I 2 0 2006
Intemet Address (URL) • http://www.epa.gov
Recycled/Recyclable • Printed with Vegetable Oil Based Inks on Recycled Paper (Minimum 30% Postconsumer)

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 Statute
143.21, Public law 92-500 and other lawful standards and regulations, The
North Carolina Environmental Management Commission proposes to issue
a National Pollutant Discharge Elimination System (NPDES) wastewater
discharge permit to the Person(s) listed below effective 45 days from the
publish date of this notice.
Written comments regarding the proposed permit will be accepted until 30
days after the publish date of this notice. All comments received prior to
that date are considered in the final determinations regarding the proposed .
permit. The Director of the NC Division of Water Quality may decide to
hold a public meeting for the proposed permit should the Division receive a
significant degree of public interest.
Copies of the draft permit and other supporting information on file used to
determ ine condifions present in the draft permit are available upon re-
questad payment of the costs of reproduction. Mail comments and/or re-
quests for information to the NC Division of Water Quality at the above ad-
dress or call the Point Source Branch at [phone], extension 520 or 363.
Please include the NPDES permit number (attached) in any communica-
tion. Interested persons may also visit the Division of Water Quality at 512
N. Salisbury Street; Raleigh, NC 27604-1148 between the hours of 8:00 a.m.
and 5:00 p.m. to review information on file.
Doriona Atkinson (1596 Lancaster Terrace, Jacksonville, FL 32204) has ap-
plied for renewal of permit NCO076147 for Son Giusto Estates in Buncombe
County. This proposed facility (if constructed) would discharge treated do-
mestic wastewater to Cane Creek in the French Broad River Basin. Cur-
rently fecal coliform and total residual chlorine are water quality limited.
This discharge may affect future allocations in this portion of Cone Creek.
Rilandwell, Inc, (410 Mills Gap Road, Fletcher, NC 28738) has applied for
renewal of NPDES permit NCO087653 for the Sycamore Acres WWTP (fo-
rmerly Waterhill Farms Subdivision) in Buncombe County. This permitted
facility discharges 0.027 MGD treated wastewater to Cane Creek in the
French Broad River Basin. Currently total residual chlorine is water qual-
ity limited. This discharge may affect future allocations in this portion of
the French Broad River Basin.
Town of Waynesville, NPDES Permit Number NC0025321 has applied for
renewal of its permit discharging treated wastewater to the Pigeon River in
the French Broad River Basin. Currently fecal coliform and total residual
chlorine are water quality limited. This discharge may affect future alloca-
tions in this portion of the receiving stream.
The Town of Maggie Valley (3987 Soco Road, Maggip_Valley, NC 28751) has
applied for renewal of NPDES permit NCO056561 for the Maggie Valley
WWTP in Haywood County. This permitted facility discharges 1.0 MGD
treated wastewater to Jonathan Creek in the French Broad River Basin.
Currently total residual chlorine is water quality limited. This discharge
may affect future allocations in this portion of the French Broad River .
Basin.
Macon County Schools; Nontahala School WWTP, NPDES Permit Number
NC0067318, has applied for modification of its permit discharging treated
wastewater to Partridge Creek in the Little Tennessee River Basin. Cur-
rently there are no water quality limited parameters. This discharge may
affect future allocations in this portion of the receiving stream.
AFFIDAVIT OF PUBLICATION
BUNCOMBE COUNTY
SS.
NORTH CAROLINA
Before the undersigned, a Notary Public of said
County and State, duly commissioned, qualified and
authorized by law to administer oaths, personally
appeared Janis Pierce, who, being first duly sworn,
deposes and says: that she is the Legal Billing
Clerk of The Asheville Citizen -Times, engaged in
publication of a newspaper known as The Asheville
Citizen -Times, published, issued, and entered as
second class mail in the City of Asheville, in said
County and State; that she is authorized to make
this affidavit and sworn statement; that the notice or
other legal advertisement, a true copy of which is
attached hereto, was published in The Asheville
Citizen -Times on the following date: March 3`d
2006. And that the said newspaper in which said
notice, paper, document or legal advertisement was
published was, at the time of each and every
publication, a newspaper meeting all of the
requirements and qualifications of Section 1-597 of
the General Statues of North Carolina and was a
qualified newspaper within the meaning of Section
1-597 of the General Statues of North Carolina.
Signed thisd day of Marsh, 2006
A' c
iic Wolf Mountain Resort (104 North Main Street, Weaverville, NC
7) has applied for issuance of new NPDES permit NCO088188 for the
(Signature of
iic Wolf Mountain WWTP in Madison County, This permitted facility
discharge 0.3 MGD of treated wastewater to Puncheon Fork Creek in
French Broad River Basin. Currently ammonia nitrogen and total re-
al chlorine will be water quality limited. This discharge may affect fu-
allocations in this portion of the French Broad River Bag►n.
Sworn to
.1 2, 2006 '
March. 2
affidavit)
subscribed before me the 3`d day of
(Notary Pt lie)
My Co mission expires the 3rd day
2008.
JOYF
•'`'.
0 PUBLIC �.
ys -C
BE GO,,a,��a
��'10140um' 0

NCDENR/DWQ
FACT SHEET FOR NPDES PERMIT DEVELOPMENT
Town of Maggie Valley
NCO056561
(1) Facility Name
.................................................................................................................._......_.................gg........................._......Y...._.....
Ma ie Valle WWTP
_._......._.........._..._.-.._
...... _.............. _........... --_.......__......__._..........__._....................,..
.... ..._...._...._...---.................. .._..............
Haywood,
. ................._.._..............................._...---....._....._......_......_..._..........._......._..._....__........................._._......._..._.........._.._..._....._....._....._................_........................_........_._.._........._._._........._.............__...........-----...._...................Yl^'.......
(3.) Facility Class:
_.........__..._.... ........__..._.__._.......-..._..__.._._._......._
II
:....................__...._._........_....._....._........... .................... _................ .....
(7.) Regional Office:
:.._............__.._................._..... _.-_..... --........ __...............................
......_.............................. .... ....... .
Asheville
:................................................................... __.................... _...
(4.) Pretreatment Program:
None
(8.) USGS Topo Quad:.
E6SE
._.........._......................_..._........................_......_.........................._.........._.............................._._......._.._......................_..__.........-...._._.._..................;._................_......................................_.........._.._..._................_..................._
(5.) Permit Status:
Existing
(9.) USGS Quad Name:
._......................................_._._.._.........._..........---..__.._.....
Str Amy 17-araderistics
;
(1.) Receiving Stream:
_.........-........_.....................................................__._......................_..............._...._..._.._............_..__.........-.-----.._..._......_.__..._........_........__....---.............................._._......_._......_._..__........
;Jonathan Creek
(7.) Drainage Area (mi ): 55.8
--•._.............__..............__.._.._.........
(2.) Sub -basin:
04-03-05
(8.) Summer 7Q10 (cfs):
_.._._.... _.................,
23
--............__.........._.._........_......__..._...... _.........................._
(3.) Stream Index Number:
,........ _...........__............_.................._..._..._................_.__...................._
5-26-(7)
................ _......................................_.........__..............._................_...........
(9.) Winter 7Q10 (cfs):
..... _...................._............... ----....................... ...... _.__.
;.....27
.......................................................... ..__.._..._....._..............................._.............._..._
K) Stream Classification:
.......................... _............_.._...................... ..............................................
C;Tr
....................................................._.._._.............._.._.................. ._.................
' (10.) 30Q2 (cis):
............................................. _...._....._........................_.
38
....... ...................--................_.._...__.._...._._....__........._........................_.........._.........................._.._...........__..._...._...-.........__---.................__......_...........,.._....................._..._.............._..._.........-............._.._.............._....—.........._
(5.) 303(d) Status:
.............................................................. .......... _......._.... _._._......._............................_
Not listed
....... _.....__..... _...._................_...---............_...._....................__......._...
(11.) Average Flow (cfs):
... ----....._..... _.........._......_......_............_._..............._...-...................._......
......... _._._........._....... ............ _............... .............................
110...................... _........................... _... __... _......... _....
(6.)-305(b) Status:
N/a
(12.) IWC %:
;..................._
6
1.0 . Proposed Changes Incorporated Into Permit Renewal
• Include annual PPA scan.
2.0 Summary
The Town of Maggie Valley WWTP is a 1.0 MGD plant serving the Town of Maggie Valley and
Jonathan Valley, a total population of 1500. This facility is 100% domestic and therefore has no
pretreatment program.
According to the April, 2005 French Broad River Basin plan, Jonathan Creek has excellent water
quality. Because of this, Jonathan Creek has been identified as one of 28 local watersheds in the
basin with the greatest need and opportunity for stream and wetland restoration projects in order
to protect the existing ecosystem.
3.0 Compliance Summary
DMR Data Review
Monthly DMRs were reviewed for the period of January 2003 through December 2005. Table 1
presents a summary of monthly average DMR values for all permitted parameters. Monthly
average flows for this facility are at 36% capacity with peak monthly average flows at 64%
capacity. With the exception of two'BOD monthly average limits violations (discussed in .the
Compliance History section below) the facility was well within its permitted limits.

NPDES Permit Fact Sheet - 02/28/06
Page 2
Table 1: Monthly Averaee DMR Data Summary 2003-2005
Town of Maggie Valley WWTP
NCO056561
Flow
(MGD)
Temp.
(de C)
TRC
(u L)
BOD
_(m L)
NH3-N
(m .L)
TSS (m )
Fecal
W/100 mL)
TN (m L)
TP_(m /L).
Avg
0.36
16.09
2.41
11.17
7.29
16.50
51.70
16.35
2.70
Max
0.64
23.21
25.00
37.12
23.40
25.23
1 171.00
1 21.40
1 3.91
Min
1 0.24
9.00
0.00
1 5.28
1.02
7.89
1 2.20
1 12.20
1 0.89
Instream Data
This facility is not required to perform instream monitoring. As previously mentioned, the
French Broad River Basin Plan indicates that Jonathan Creek has excellent water quality:
RPA Analysis
The Maggie Valley WWTP does not have a pretreatment program and is not required to monitor
for metals, therefore no RPA was performed for this facility. The three -priority pollutant scans
performed by this facility showed small amounts of copper, zinc, thallium, and chloroform.
However given the facility's IWC these values were not enough to demonstrate reasonable
potential to exceed water quality standards.
WET Test Results
The Maggie Valley WWTP has a chronic WET testing requirement at 6.3% effluent toxicity. The
facility has passed 16/16 WET tests administered since January 2002.
Correspondence File Review/Compliance History
Inspection reports show the facility to be "extremely well maintained and operated". There were
two permit limit violations over the review period. Both were BOD monthly average violations
occurring in May 2004. DMRs conclude that these excursions were due to a grease problem that
was subsequently remedied.
4.0 Proposed Schedule for Permit Issuance
Draft Permit to Public Notice: March 1, 2006
Permit Scheduled to Issue: May 1, 2006
5.0 State Contact Information
If you have any questions on any of the above information or on the attached permit, please
contact Toya Fields at [phone], extension 551.
Copies of the following are attached to provide further information on the permit development:
• Draft permit
NPDES Recommendation by:
Signature Date
Regional Office Comments:

MAR-14-2006 08:16 FROM:WAT e2e2964663 TO:919197330719 P:3/4
Town of Maggie Valley VVWTP
NCO056561.
NPDES Permit Fact Sheet — 02/28/06
Page 2
Table 1: Mon ly Average DMR Data Summa 2003-2005
` 7:�L0:'
��
"il.: ;'dlh a"?I'kid
,4 1
i
,�,
' �R1�Jl
A61
T1W .tttC ��
Iak�, lhl L)'I
Avg
0.36
1.6.09
2.41
11.17
7.29
16,50
51.70
16.35
2.70
Max
0.64
23.21
1 25.00
1 37.12 1
23.40
25.23
1 171,00
21.40
3,91
Min
0.24.
9.00
1 0.00
1 5.28
1.02
7.89
2.20
12.20
0.89
Instream Data
This facility is not required to perform instream monitoring. As previously mentioned, the
French Broad River Basin. Plan indicates that Jonathan. Creek has excellent water quality.:
RPA Analysis
The Maggie Valley WWTP does not have a pretreatment program and is not required to monitor
for metals, therefore no RPA was performed for this facility_ The three -priority pollutant scans
performed by this facility showed small amounts of copper, zinc, thallium, and chloroform.
However given the facility's IWC these values were not enough to dbrnonstrate reasonable
potential to exceed water quality standards.
W,ET. Test Results
The Maggie Valley WWTP has a chronic WET testing requirement at 6.3% effluent toxicity. The
facility has passed 16/16 WET tests administered since January 2002.
Correspondence File Review/CmnpIiance History
Inspection reports show the facility to be "extremely well maintained and operated". There were
two permit limit violations over the review period.. Both were BOD monthly average violations
occurring in May 2004. DMK% conclude that these excursions were due to a grease problem that
was subsequently remedied.
4_0 Proposed Schedule for Permit Issuance
Draft Permit to Public Notice: March 1, 2006
Permit Scheduled to Issue: May 1, 2006
5.0 State Contact Information
If you have any questions on any of the above information or on the attached permit, please
contact Toya Fields at [phone], extension 551.
Copies of the following are attached to provide further information on the permit development:
■ Draft permit
NPDES Recommendation by:
Signature Date
Regional Office Comments:
c,,�, C, <, &,, C" Q--& �

MAR-14-2006 oe:16 FROM:WAT e282964663
a
APDES Permit fact Sheet - 02/28/06
?ago 3
Signature
Reviewed azld accepted Uv:
TO:919197330719
Town of Maws valley WWTP
NCO056561
Date (V YJ
Regional Supervisor:
Sipature
'-f Date
Signature Date

MONITORING REPORT(MR) VIOLATIONS for: Report Date: 02/27/06 Page: 1 of 1
PERMIT: NCO056561
FACILITY: Town of Maggie Valley - Maggie Valley WWTP
COUNTY: Haywood
REGION: Asheville
Limit Violation
MONITORING OUTFALL
VIOLATION
UNIT OF
CALCULATED
REPORT / PPI LOCATION
PARAMETER
DATE
FREQUENCY
MEASURE
LIMIT
VALUE
VIOLATION TYPE
VIOLATION ACTION
05 - 2004 001 Effluent
BOD, 5-Day (20 Deg. C)
05/22/04
3 X week
mg/I
45
54.33
Weekly Average Exceeded
Proceed to NOV
05 - 2004 001 Effluent
BOD, 5-Day (20 Deg. C)
05/31/04
3 X week
mg/I
30
37.12
Monthly Average Exceeded
Proceed to NOV
01 - 2002 001 Effluent
Solids, Total Suspended
01/12/02
3 X week
mg/I
45
47
Weekly Average Exceeded
DMR conversion
history
Monitoring Violation
MONITORING OUTFALL
VIOLATION
UNIT OF CALCULATED
REPORT
! PPI
LOCATION
PARAMETER
DATE
FREQUENCY
MEASURE LIMIT VALUE
VIOLATION TYPE
VIOLATION ACTION
08 - 2002
001
Effluent
Chlorine, Total Residual
08/10/02
2 X week
ugh
Frequency Violation
No Action, Data Entry
Error
08 - 2002
001
Effluent
Chlorine, Total Residual
08/17/02
2 X week
ug/1
Frequency Violation
No Action, Data Entry
Error
08 - 2002
001
Effluent
Chlorine, Total Residual
08/24/02
2 X week
ug/1
Frequency Violation
No Action, Data Entry
Error

e_
OP1974
a
r
oz,
LP
down of Naggle R%alley
Phone [phone] • Fax [phone] • 3987 Soco Rd., Maggie Valley, NC 28751
Charles H. Weaver, Jr.
NC DENR/ DWQ/ Point Source Branch
1617 Mail Service Center
Raleigh, NC 27699-1617
Re: Town of Maggie Valley
Waste Water Treatment Plant Permit Renewal
Haywood County, North Carolina
July 27, 2005
Dear Mr. Weaver:
AUG 2 2005 1,1)
L
ENR - WATER QUALITY
POINT SOURCE BRANCH
.. .,— � 3+`C�u'.%.,Y�--'.•`._"tic:.'.�,.'-�+A�i*i+w.+w�w++'ieN'ENibA�
Please find enclosed one signed original and two copies for the signed Discharge Permit
Application Form for the Waste Water Treatment Plant renewal of the Town of Maggie
Valley's existing permit #NC0056561.
The Town of Maggie Valley currently operates a 0.75-MGD wastewater treatment plant
(WWTP) and an alkaline sludge stabilization facility. The wastewater treatment facilities
include a mechanical influent bar screen, flow splitter box, three (3) Aero-Mod treatment
trains with Aero-Mod tube settler clarifiers, dual aeration blowers for each treatment train
(six (6) blowers total), two (2) sludge holding basins, belt filter press, chlorination, a
chlorine contact basin, sulfur dioxide dechlorination, and effluent flow monitoring. The
alkaline sludge stabilization facility includes a lime kiln dust silo, a volumetric lime kiln
dust feeder, a sludge mixer/blender, and a concrete sludge drying/ storage pad. The
stabilized sludge is stockpiled and offered to the public for beneficial reuse applications.
The Maggie Valley facility added new equipment since issuance of the last permit. The
new mechanical bar -screen gives the Maggie Valley facility the ability to remove
additional non -biological residuals from the waste stream. The addition of a new 1 meter
belt filter press and sludge drying shed gives the Maggie Valley facility the ability to
manage sludge production on site.
The Sludge Management Plan provides for residuals produced on site to be treated on site
by the Alkaline Stabilization Process. The residuals will be pumped from the digester
through the belt filter press and conveyed to the Alkaline Stabilization process
equipment. The processed material is placed in piles and monitored. The residuals are

Page 2
Town of Maggie Valley
then windrowed on a covered concrete pad for additional drying and conditioning. The
dried material is stockpiled on a portion of the pad until it is disbursed in bulk to area
farmers and landscape professionals. Also included you will find a Bio-solids Product
Information Guide.
If you have any questions regarding the enclosed permit application renewal form or
information provided herein, please do not hesitate to contact me.
Sincerely,
Timothy Barth
Town Manager

Town of Ma'ggle Valley
Biosolid Product
Information Guide
The Maggie Valley Biosolid Product -is a combination of highly treated domestic sewage
sludge and either lime kiln dust or cement kiln dust. The high alkalinity and heat created -
by the interaction of the lime or cement kiln dust with the sewage sludge destroys
pathogenic organisms and produces a safe agriculturally beneficial product. The
production of this product is closely regulated by the U.S. Environmental Protection
Agency and the North Carolina Division of Water Quality. The biosolid product is
carefully prepared and routinely monitored to insure that all product made available to
the public is in compliance with all applicable regulations.
The product is an alkaline material and contains some trace plant nutrients. The Division
of Water Quality has placed the following requirements on the use of this product to
insure that no environmental or health impacts will. occur:
The biosolid product shall be used and applied only in a manner consistent with good
agricultural or horticultural practice and the information contained herein.
The product shall not be applied: -
• To any site that is flooded, frozen, or snow. covered;
R.
® Within 10 feet of -any public or private water supply source (including wells);
Within 10 feet of any stream, lake, river, or natural drainage way
Adequate procedures must be provided to insure that surface storm water runoff does not
carry applied or stored product into any surface water body.
This product is prepared by the Town of Maggie Valley, 3987 Soco Road, Maggie
Valley, North Carolina, 28751.
For additional information please contact Mike Mehaffey at 926-0866.

FACILITY NAME AND PERMIT NUMBER: I PERMIT ACTION REQUESTED: I RIVER BASIN:
FORM
2A NPDES FORM 2A APPLICATION OVERVIEW
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 >_ 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). 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 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)
-:, - ---- - ,LICANTS UILIST C LETE PART C (CERTIFICATION)
EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22. Page 1 of 22

FACILITY NAME AND PERMIT NUMBER: I PERMIT ACTION REQUESTED: I RIVER BASIN:
Town of Maggie Valley #NC0056561 I Renewal I French Broad
BASIC APPLICATION INFORMATION
PART A. BASIC APPLICATION INFORMATION FOR ALL APPLICANTS:
All treatment works must complete questions A.1 through A.8 of this Basic Application Information Packet. J
EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22. Page 2 of 22

A.1. Facility Information.
Facility Name
Mailing Address
Contact Person
Title
Telephone Number
Facility Address
Town of Mamie Valley Waste Water Treatment Plant
3987 Soco Road
Mamie Valley NC 28751
Michael Mehaffey
ORC/ Public Works Director
(828)- 400-9494 / 828-926-0866 x 102
5320 Jonathan Creek Road Waynesville NC 28785
(not P.O. Box)
A.2. Applicant Information. If the applicant is different from the above, provide the following:
Applicant Name Same as above
Mailing Address
Contact Person
Title
Telephone Number ( )
Is the applicant the owner or operator (or both) of the treatment works?
X owner X operator
Indicate whether correspondence regarding this permit should be directed to the facility or the applicant.
X 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 NC0056561 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
Town of Maaaie Valley 800 Separate Town of Maaaie Valley
Jonathan Valley 700 Separate Town of Mamie Valley
Total population served 1500
EPA Form 3510-2A (Rev. 1-99). Reolaces EPA forms 7550-6 & 7550-22. Page 3 of 22

FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN:
Town of Maggie Valley, NCO056561 Renewal French Broad
A.5. Indian Country.
a. Is the treatment works located in Indian Country?
❑ Yes X 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 X 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 12t" month of "this year" occurring no more than three months prior to this application submittal.
a. Design flow rate .750 mgd
Two Years Ago Last Year This Year
b. Annual average daily flow rate .385 .375 .379
C. Maximum daily flow rate 1.501 1.471 .848
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.
X Separate sanitary sewer 100 %
❑ Combined storm and sanitary sewer %
A.8. Discharges and Other Disposal Methods.
a. Does the treatment works discharge effluent to waters of the U.S.? X Yes ❑ No
If yes, list how many of each of the following types of discharge points the treatment works uses:
i. 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) 0
V. Other 0
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 X No
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:
Location:
Number of acres:
❑ Yes
Annual average daily volume applied to site: mgd
Is land application ❑ continuous or ❑ intermittent?
d. Does the treatment works discharge or transport treated or untreated wastewater to another
treatment works? ❑ Yes
mgd
X No
X No
EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22. Page 4 of 22

FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN:
Town of Maggie Valley, NC 0056561 Renewal French Broad
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 j )
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 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 X No
EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22. Page 5 of 22

FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN:
Town of Maggie Valley, NCO056561 Renewal French Broad
WASTEWATER DISCHARGES:
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. Outf all number 001
b. Location Jonathan Creek Road Waynesville NC 28751
(City or town, if applicable) (Zip Code)
Haywood NC
(County) (State)
35° 35' 56" 83' 00' 23"
(Latitude) (Longitude)
C. Distance from shore (if applicable) 0 ft.
d. Depth below surface (if applicable) 0 ft.
e. Average daily flow rate .379 mgd
I. Does this outfall have either an intermittent or a periodic discharge? ❑ Yes X No (go to A.9.g.)
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:
g. Is outfall equipped with a diffuser?
A.10. Description of Receiving Waters.
❑ Yes X No
mgd
a. Name of receiving water Jonathan Creek
b. Name of watershed (if known) Jonathan Valley
United States Soil Conservation Service 14-digit watershed code (if known):
C. Name of State Management/River Basin (if known): French Broad
United States Geological Survey 8-digit hydrologic cataloging unit code (if known):
d. Critical low flow of receiving stream (if applicable)
acute n/a . cfs chronic Na CIS
e. Total hardness of receiving stream at critical low flow (if applicable): n/a mg/I of CaCO3
Coe C....., oc,n_oe roe., 1_00) Panin— GPG fnrmc 7S6n-R R. 755n-99 Page 6 of 22

FACILITY NAME AND PERMIT NUMBER:
PERMIT ACTION REQUESTED:
RIVER BASIN:
Town of Maggie Valley, NCO056561
Renewal
French Broad
A.11. Description of Treatment
a. What level of treatment are provided? Check all that apply.
X Primary X Secondary
❑ Advanced ❑ Other. Describe:
b. Indicate the following removal rates (as applicable):
Design BOD5 removal or Design CBOD5 removal 85 %
Design SS removal 85 %
Design P removal n/a %
Design N removal n/a %
Other %
C. What type of disinfection is used for the effluent from this outfall? If disinfection varies by season, please describe:
Chlorination
If disinfection is by chlorination is dechlorination used for this outfall? X Yes ❑ No
Does the treatment plant have post aeration? ❑ Yes X 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 OA/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. 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
I AV GE DAILY VALUE -_
- � BAR_ ETER
Value
Units - -_
Value
Units
Number of Samples
�- —
pH (Minimum)
6.2
S.U.
pH (Maximum) 6.8 s.u.
Flow Rate 1.471 MGD .375 MGD CONTINUOUS
Temperature (Winter) 150 c °C 13.7°c °C 144
Temperature (Summer) 23°c °c 21.3°c °c 144
' For pH please report a minimum and a maximum daily value
MAXIMUM DAILY AVERAGE DAILY DISCHARGE
= DISCHARGE ANALYTICAL
MLlMDL
POLLUTANT i
Number of METHOD
Conc. Units Cone. Units Samples _
CONVENTIONAL AND NON CONVENTIONAL COMPOUNDS
BIOCHEMICAL OXYGEN BOD5 60 mgA 10.6 m 144 sm5210B 2.0
DEMAND (Report one) CBOD5
FECAL COLIFORM
397
Mg/1
34.9
Mg11
144
Sm9222d
1
TOTAL SUSPENDED SOLIDS (TSS)
45
M92
16.6
M
144
Sm2540d
1.0
FEFFf TO THE PPL 1 AT10N OVERVIEW (PAGE 1) TO DETERMINE WHICH OTHER PARTS
-- �OA YOU MUST COMPLETE -_-
EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22. Page 7 of 22

FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN:
Town of Maggie Valley, #NC0056561 Renewal French Broad
BASIC APPLICATION INFORMATION
PART B. ADDITIONAL APPLICATION INFORMATION FOR APPLICANTS WITH A DESIGN FLOW GREATER THAN OR
a_ EQUAL TO 0.1 MGD (100,000 gallons per day
All applicants with a design flow rate 2 0.1 mgd must answer questions BA through B.6. 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.
37,500 gpd
Briefly explain any steps underway or planned to minimize inflow and infiltration.
The Town does yearly smoke testing and flow monitoring to eliminate I & I problems. Also, yearly video inspections help
find I & I areas.
B.2. Topographic Map. Attach to this application a topographic map of the area extending at least one mile beyond facility 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.)
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 and 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 1/4 mile of the property boundaries of the treatment
works, and 2) listed in public record or otherwise known to toe applicant.
e. Any areas where the sewage sludge produced by the treatment works is stored, treated, or disposed.
I. 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.
8.4. Operation/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 X No
If yes, list the name, address, telephone number, and status of each contractor and describe the contractor's responsibilities (attach additional
pages if necessary). -
Name:
Mailing Address:
Telephone Number:
Responsibilities of Contractor:
B.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 question B.5
for each. (If none, go to question B.6.)
a. List the ouff all 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 8 of 22

FACILITY NAME AND PERMIT NUMBER:
PERMIT ACTION REQUESTED:
RIVER BASIN:
Town of Maggie Valley, #NC0056561
Renewal
French Broad
C. If the answer to B.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 MM/DD/YYYY MM/DD/YYYY
Begin Construction
End Construction
Begin Discharge
Attain Operational Level
e. Have appropriate permits/clearances concerning other Federal/State requirements been obtained? ❑ Yes ❑ No
Describe briefly:
B.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. 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. 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 DAI -- -=-.
-' AVERAGE - --
DAILY DISCHARGE
DISCHARGE ANALYTICAL I
OLLUTANT — ML/MDL `
I METHOD
Number of
_- --
— Cone. Units Conc =
CONVENTIONAL AND NON CONVENTIONAL COMPOUNDS
AMMONIA (as N) 8.0 M9/1 6.2 MgA 3 Sm4500nh3f 0.5
CHLORINE (TOTAL L.02 Mg/I L.02 MgA 3 SM4500CLG 0.001
RESIDUAL, TRC)
DISSOLVED OXYGEN
5.4
MgA
4.7
MgA
3
Sm4500-OG
0.1
TOTAL KJELDAHL
7.93
MgA
3.97
M9A
3
351.2
0.100
NITROGEN (TKN)
NITRATE PLUS NITRITE
16.4
MgA
13.2
MgA
3
353.2
0.100
NITROGEN
OIL and GREASE
L1.0
MgA
L1.0
Mg/1
3
Sm5520B
1.0
PHOSPHORUS (Total)
3.3
Mg/I
2.46
M9A
3
365.4
0.100
TOTAL DISSOLVED SOLIDS
227.5
Mg/I
215.8
MgA
3
Sm2540C
1.0
(TDS)
OTHER
END OF PART B.
REFER TO I tit r'AtjVL11_:A I IrJN VVtliVItIfY tJ AUt 1) f iJ Ut i ttitWiNt Wiltii11 v 1111=1-1 t AN I Z)
OF FORK! 2A YOU MUST COMPLETE
EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22. Page 9 of 22

FACILITY NAME AND PERMIT NUMBER:
PERMIT ACTION REQUESTED:
RIVER BASIN:
Town of Maggie Valley #NC0056561
Renewal
French Broad
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:
X Basic Application Information packet Supplemental Application Information packet:
X Part D (Expanded Effluent Testing Data)
X Part E (Toxicity Testing: Biomonitoring Data)
❑ Part F (Industrial User Discharges and RCRA/CERCLA Wastes)
❑ Part G (Combined Sewer Systems)
is=
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 Timothy Barth Town Manaoer
Signature rLj! /�r/
Telephone number (828-c-926-0866 x 103
Date signed .-.J I� �izl/ , ��✓«'
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/ DWO
Attn: NPDES Unit
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
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