NC0032115_Permit Issuance_20071214

Mr. Danny Clark
Town of Banner Elk
P.O. Box 2049
Banner Elk, NC
Dear Mr. Clark:
28604-2049
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Coleen H. Sullins, Director
Division of Water Quality
December 14, 2007
Subject: Issuance of NPDES Permit NC0032115
Banner Elk WWTP
Avery County
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 October 15, 2007.
This final permit contains no significant change from the draft permit dated October 10, 2007.
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 fmal 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 Agyeman Adu-Poku at telephone
number [phone], extension 508.
Sincerely,
Coleen H. Sullins
cc: Central Files
NPDES File
Asheville Regional Office / Surface Water Protection
Nam` hCarolina
aturaII j
North Carolina Division of Water Quality 1617 Mail Service Center Raleigh, NC 27699-1617 Phone [phone]
Internet: www.ncwaterqua]itv.org Location: 512 N. Salisbury St. Raleigh, NC 27604 Fax [phone]
An Equal Opportunity/Affirmative Action Employer — 50% Recycled/10% Post Consumer Paper
Customer Service
1-877-623-6748

Permit NC0032115
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, the
Town of Banner Elk
is hereby authorized to discharge wastewater from a facility located at the
Banner Elk WWTP
Mill Pond Road
% mile west of Highway 184 near Banner Elk
Avery County
to receiving waters designated as the Elk River in the Watauga 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 January 1, 2008.
This permit and authorization to discharge shall expire at midnight on September 30, 2012.
Signed this day December 14, 2007.
oleen H. Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission

Permit NC0032115
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 Banner Elk is hereby authorized to:
1. Continue to operate an existing 0.600 MGD wastewater treatment system with the following
components:
• Influent bar screen
• Comminutor
♦ Grit chamber
• Grit removal
• Flow equalization
• Two aeration basins
• Clarifier with return sludge
• Aerobic digester
• UV disinfection
• Flow measuring
• Totalizing equipment
• Stand-by power 0E,-r trc-+ate- �L f
♦ Sludge drying beds
k-rc_
/z:,
The facility is located 1/4 mile west of Highway 184 near Banner E1k at the Town of Banner E1k
WWTP in Watauga County.
2. Discharge from said treatment works at the location specified on the attached map into the E1k
River, classified C-Trout waters in the Watauga River Basin.

s
•
Nem10 Hill
I
I `,r i,' to
W+$IN !N6_.
t�
}j f1
HVi to Cafnp•
\•
•
Rahn
i7�
Ml:Jif14 I�6• I
Outfall
4 .14. P. il1
I. - .I..•
Banner Elk WWTP
Receiving Stream: Elk River Subbasin: 04-02-01
Drainage Basin: Watauga River Basin Latitude: 36° 09' 27" N
Longitude: 81° 53' 10" W Permitted Flow: 0.6 MGD
Stream Class: C-Tr Grid/Quad: C 11 NW
1
NPDES Permit No. NC0032115
Avery County

Permit NC0032 115
A. (1.) EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS
During the period beginning on the effective date of this permit and lasting until expiration, the
Permittee is authorized to discharge from outfall 001. Such discharges shall be limited and monitored by
the Permittee as specified below:
PARAMETER
LIMITS
MONITORING REQUIREMENTS
Monthly
Average
Weekly
Average
Daily
Maximum
Measurement
Frequency
Sample
Type
Sample Location
Flow
0.600 MGD
Continuous
Recording
Influent or Effluent
BOD, 5-day (20°C)1
30.0 mg/L
45.0 mg/L
3/Week
Composite
Influent & Effluent
Total Suspended Solids
30.0 mg/L
45,0 mg/L
3/Week
Composite
Influent & Effluent
NH3 as N
(April 1 — October 31)
4.5 mg/L
13.5 mg/L
3/Week
Composite
Effluent
NH3 as N
(November 1— March 31)
12.7 mg/L
35.0 mg/L
3/Week
Composite
Effluent
Fecal Coliform
(geometric mean)
200/100 ml
400/100 mi
3/Week
Grab
Effluent
Total Residual Chlorine2
28.0 µg/L
31Week
Grab
Effluent
Temperature (°C)
Daily
Grab
Effluent
Total Nitrogen (NO2+NO3+TKN)
Semi -Annually
Composite
Effluent
Total Phosphorus
Semi -Annually
Composite
Effluent
pH
> 6.0 and < 9.0 standard units
3/Week
Grab
Effluent
Footnotes: 50ilci S
1. The monthly average BOD5 and Total Suspended, d -concentrations shall not exceed 15% of the
respective influent values (85% removal).
2. Total Residual Chlorine monitoring is required only if chlorine is utilized in the treatment process.
There shall be no discharge of floating solids or visible foam in other than trace amounts

ASHEVII.LE ASHEVILLE
CITIZEN - TIMES
VOICE OF THE MOUNTAINS •CITIZEN -TIMES.
VOICE OF THE MOUNTAINS • CITIZEN-TIMES.com
14 O. Henry Avenue • P.O. Box 2090 • Asheville, NC 28802 • 828-252-5611 • FAX [phone]
PUBLIC NOTICE
STATE OF NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT
COMMISSION/NPDES UNIT
1617 MAIL SERVICE CENTER
RALEIGH, NORTH CAROLINA27699.1617
NOTIFICATION OF INTENT TO ISSUE A
NPDES WASTEWATER GENERAL PERMIT
On the basis of thorough staff review and appli
cation of NC General Statute 143.21, Public law
92-500 and other lawful standards and regula
tions, the North Carolina Environmental Man
agement Commission proposed to issue a Nation
al Pollutant YDischarge Elimination System
be ow effective 45 days from til Permit to the Me person(s)
od
this notice.
Written comments regarding the proposed per
mit will be accepted until 30 days after the pub
lish date of this notice. All comments received
prior to that date are considered in the final de
terminations regarding the permit. The Director
of the NC Division of Water Quality may decide
to hold a public hearing for the proposed permit
should the Division receive a significant degree
of public interest.:
Copies pf the draft permit and other supporting
information on file used to determine conditions
present in the draft permit are available upon re-
quest and payment of the costs of reproduction
Mail comments and/or requests for information
to the NC Division of Water Quality at the above
address, or call Dina Sprinkle [phone], ex
tension 363, at the Point Source Branch. Please
include the NPDES permit number (attached) in
any communication. Interested persons may also
visit the Division of Water Quality at 512 N. Solis
bury Street, Raleigh, NC 27604-1148 between the
hours of 8:00 a.m. and 5:00 p.n.. to review infor
motion on file.
Warner Bradley has applied for renewal o
NPDES permit NC0074250 for the Gateway
Chevron, Inc. WWTP in Jackson County. This
permitted facility discharges treated wastewate
into Camp Creek in the little Tennessee River Ba
sin. Currently, no parameters are water quality
limited. This discharge may affect future alloca
flans in this portion of the watershed.
The ofond Road,
n
ner Elk,nNC 288604)r hos appl(eElk (Mild for ren walao
permit NC0032115 for its WWTP In Avery County
This permitted facility discharges treated waste-
water to Elk River in the Watauga River Basin.
Currently, BOD, ammonia nitrogen, fecal col
iform and total residual chlorine are water qual-
ity limited. This discharge may affect future alto'
cations in this portion of Elk River.
October 12, 2007 (4038)
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 Cory Kordupel, 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 First 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: October 12th, 2007.
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 this 15th , day of October 2007.
fele742—e-Y
(Signature of Per?‘ making affidavit)
�..��'0 .4 B. A Sworn to and subscribed before me the 15h , day of
•`� <0 '% s. October 2007.
NOTARY
(Notary Public)
My Commission expires the 6th , day of October
2011.
Idly f/41

Permit Comment Parameter Sample UoM Value Modifier
NC0032115 1/1/05 00010 - Temper. Grab deg c 9.48
NC0032115 2/1/05 00010 - Temper. Grab deg c 9.89
NC0032115 3/1/05 00010 - Temper. Grab deg c 10.84
NC0032115 4/1/05 00010 - Temper. Grab deg c 13.86
NC0032115 5/1/05 00010 - Temper Grab deg c 15.50
NC0032115 6/1/05 00010 - Temper. Grab deg c 18.36
NC0032115 7/1/05 00010 - Temper. Grab deg c 21.24
NC0032115 8/1/05 00010 - Temper. Grab deg c 21.36
NC0032115 9/1/05 00010 - Temper. Grab deg c 21.18
NC0032115 10/1/05 00010 - Temper. Grab deg c 17.67
NC0032115 11/1/05 00010 - Temper Grab deg c 14.65
NC0032115 12/1/05 00010 - Temper. Grab deg c 9.71
NC0032115 1/1/06 00010 - Temper. Grab deg c 9.95
NC0032115 2/1/06 00010 - Temper Grab deg c 9.74
NC0032115 3/1/06 00010 - Temper. Grab deg c 11.30
NC0032115 4/1/06 00010 - Temper. Grab deg c 14.10
NC0032115 5/1/06 00010 - Temper Grab deg c 14.41
NC0032115 6/1/06 00010 - Temper. Grab deg c 17.41
NC0032115 7/1/06 00010 - Temper Grab deg c 19.20
NC0032115 8/1/06 00010 - Temper. Grab deg c 21.13
NC0032115 9/1/06 00010 - Temper: Grab deg c 19.60
NC0032115 10/1/06 00010 - Temper. Grab deg c 15.68
NC0032115 11/1/06 00010 - Temper. Grab deg c 12.37
NC0032115 12/1/06 00010 - Temper. Grab deg c 11.26
NC0032115 1/1/07 00010 - Temper. Grab deg c 9.76
NC0032115 2/1/07 00010 - Temper. Grab deg c 9.40
NC0032115 3/1/07 00010 - Temper. Grab deg c 11.68
NC0032115 4/1/07 00010 - Temper. Grab deg c 13.65
NC0032115 5/1/07 00010 - Temper. Grab deg c 16.77
NC0032115 6/1/07 00010 - Temper. Grab deg c 19.75
NC0032115 7/1/07 00010 - Temper. Grab deg c 20.67
NC0032115 1/1/05 <2 00310 - BOD, 5- Composite mg/I 1.14
NC0032115 2/1/05 2 00310 - BOD, 5- Composite mg/I 0.65
NC0032115 3/1/05 <2 00310 - BOD, 5- Composite mg/I 0.31
NC0032115 4/1/05 <2 00310 - BOD, 5- Composite mg/I 4.24
NC0032115 5/1/05 < 2.0 00310 - BOD, 5- Composite mg/I 6.02
NC0032115 6/1/05 < 2.0 00310 - BOD, 5- Composite mg/I 4.49
NC0032115 7/1/05 00310 - BOD, 5- Composite mg/I 7.88
NC0032115 8/1/05 00310 - BOD, 5- Composite mg/I 7.06
NC0032115 9/1/05 00310 - BOD, 5- Composite mg/I 7.51
NC0032115 10/1/05 <2.0 00310 - BOD, 5- Composite mg/I 6.39
NC0032115 11/1/05 00310 - BOD, 5- Composite mg/I 5.05
NC0032115 12/1/05 00310 - BOD, 5- Composite mg/I 5.19
NC0032115 1/1/06 < 2.0 00310 - BOD, 5- Composite mg/I 5.66
NC0032115 2/1/06 < 2.0 00310 - BOD, 5- Composite mg/I 7.79
NC0032115 3/1/06 < 2.0 00310 - BOD, 5- Composite mg/I 5.53
NC0032115 4/1/06 00310 - BOD, 5- Composite mg/I 6.21
NC0032115 5/1/06 <2.0 00310 - BOD, 5- Composite mg/I 5.92

NC0032115 6/1/06 < 2.0 00310 - BOD, 5- Composite mg/I 5.06
NC0032115 7/1/06 00310 - BOD, 5- Composite mg/I 5.18
NC0032115 8/1/06 < 2.0 00310 - BOD, 5- Composite mg/I 7.22
NC0032115 9/1/06 < 2.0 00310 - BOD, 5- Composite mg/I 3.08
NC0032115 10/1/06 <2.0 00310 - BOD, 5- Composite mg/I 2.22
NC0032115 11/1/06 < 2.0 00310 - BOD, 5- Composite mg/I 3.31
NC0032115 12/1/06 < 2.0 00310 - BOD, 5- Composite mg/1 5.45
NC0032115 1/1/07 <5.7 00310 - BOD, 5- Composite mg/I 7.20
NC0032115 2/1/07 00310 - BOD, 5- Composite mg/1 11.13
NC0032115 3/1/07 00310 - BOD, 5- Composite mg/1 8.36
NC0032115 4/1/07 00310 - BOD, 5- Composite mg/I 7.15
NC0032115 5/1/07 00310 - BOD, 5- Composite mg/I 7.25
NC0032115 6/1/07 <2.0 00310 - BOD, 5- Composite mg/1 6.36
NC0032115 7/1/07 00310 - BOD, 5- Composite mg/1 7.34
NC0032115 1/1/05 00400 - pH Grab su 6.14
NC0032115 2/1/05 00400 - pH Grab su 6.19
NC0032115 3/1/05 00400 - pH Grab su 6.14
NC0032115 4/1/05 00400 - pH Grab su 6.64
NC0032115 5/1/05 00400 - pH Grab su 6.57
NC0032115 6/1/05 00400 - pH Grab su 6.41
NC0032115 7/1/05 00400 - pH Grab su 6.38
NC0032115 8/1/05 00400 - pH Grab su 6.32
NC0032115 9/1/05 00400 - pH Grab su 6.22
NC0032115 10/1/05 00400 - pH Grab su 6.55
NC0032115 11/1/05 00400 - pH Grab su 6.50
NC0032115 12/1/05 00400 - pH Grab su 6.33
NC0032115 1/1/06 00400 - pH Grab su 6.37
NC0032115 2/1/06 00400 - pH Grab su 6.60
NC0032115 3/1/06 00400 - pH Grab su 6.69
NC0032115 4/1/06 00400 - pH Grab su 6.71
NC0032115 5/1/06 00400 - pH Grab su 6.51
NC0032115 6/1/06 00400 - pH Grab su 6.43
NC0032115 7/1/06 00400 - pH Grab su 6.32
NC0032115 8/1/06 00400 - pH Grab su 6.46
NC0032115 9/1/06 00400 - pH Grab su 6.42
NC0032115 10/1/06 00400 - pH Grab su 6.50
NC0032115 11/1/06 00400 - pH Grab su 6.66
NC0032115 12/1/06 00400 - pH Grab su 6.66
NC0032115 1/1/07 00400 - pH Grab su 6.71
NC0032115 2/1/07 00400 - pH Grab su 6.67
NC0032115 3/1/07 00400 - pH Grab su 6.85
NC0032115 4/1/07 00400 - pH Grab su 6.65
NC0032115 5/1/07 00400 - pH Grab su 6.84
NC0032115 6/1/07 00400 - pH Grab su 6.78
NC0032115 7/1/07 00400 - pH Grab su 6.55
NC0032115 1/1/05 <2 00530 - Solids, - Composite mgll 1.30
NC0032115 2/1/05 <2 00530 - Solids, Composite mg/1 1.58
NC0032115 3/1/05 <2 00530 - Solids, 1 Composite mg/1 1.24

NC0032115 4/1/05 <2,<10 00530 - Solids, 1 Composite mg/I 4.00
NC0032115 5/1/05 00530 - Solids, 1 Composite mg/I 11.15
NC0032115 6/1/05 < 5 00530 - Solids, 1 Composite mg/I 7.79
NC0032115 7/1/05 < 2 00530 - Solids, 1 Composite mgll 3.42
NC0032115 8/1/05 < 2 00530 - Solids,' Composite mg/I 2.43
NC0032115 9/1/05 <2 00530 - Solids, 1 Composite mg/I 2.23
NC0032115 10/1/05 <2 00530 - Solids, 1 Composite mg/I 2.58
NC0032115 11/1/05 < 2 00530 - Solids, 1 Composite mg/I 1.53
NC0032115 12/1/05 < 2 00530 - Solids, 1 Composite mg/I 1.50
NC0032115 1/1/06 < 2 00530 - Solids, 1 Composite mg/I 5.57
NC0032115 2/1/06 < 2 00530 - Solids, 1 Composite mg/I 2.27
NC0032115 3/1/06 < 2 00530 - Solids, 1 Composite mg/I 0.86
NC0032115 4/1/06 <2 00530 - Solids, 1 Composite mg/I 6.67
NC0032115 5/1/06 <2 00530 - Solids, 1 Composite mg/I 2.36
NC0032115 6/1/06 < 2 00530 - Solids, 1 Composite mg/I 4.38
NC0032115 7/1/06 < 2, 5 00530 - Solids, 1 Composite mg/I 4.26
NC0032115 8/1/06 < 2 00530 - Solids, - Composite mg/I 3.50
NC0032115 9/1/06 < 2 00530 - Solids, 1 Composite mg/I 3.00
NC0032115 10/1/06 <5, <2 00530 - Solids, Composite mg/I 3.36
NC0032115 11/1/06 < 2 00530 - Solids, Composite mg/I 2.38
NC0032115 12/1/06 < 2 00530 - Solids, ' Composite mg/I 6.50
NC0032115 1/1/07 <2 00530 - Solids, - Composite mg/I 14.27
NC0032115 2/1/07 00530 - Solids, ' Composite mg/I 12.67
NC0032115 3/1/07 00530 - Solids, ' Composite mg/I 9.00
NC0032115 4/1/07 <2 00530 - Solids, ' Composite mg/I 7.31
NC0032115 5/1/07 00530 - Solids, - Composite mg/I 5.31
NC0032115 6/1/07 00530 - Solids, -Composite mg/I 5.62
NC0032115 7/1/07 00530 - Solids, ' Composite mg/I 8.93
NC0032115 5/1/05 00600 - Nitroger Composite mg/I 12.12
NC0032115 11/1/05 00600 - Nitroger Composite mg/I 29.16
NC0032115 5/1/06 00600 - Nitroger Composite mg/I 7.35
NC0032115 11/1/06 00600 - Nitroger Composite mg/I 3.30
NC0032115 5/1/07 00600 - Nitroger Composite mg/I 2.91
NC0032115 1/1/05 <0.5 00610 - Nitroger Composite mg/I 0.00
NC0032115 2/1/05 <0.5 00610 - Nitroger Composite mg/1 0.00
NC0032115 3/1/05 <0.5 00610 - Nitroger Composite mg/I 0.04
NC0032115 4/1/05 <0.1 00610 - Nitroger Composite mg/I 0.78
NC0032115 5/1/05 < 0.10 00610 - Nitroger Composite mg/I 0.53
NC0032115 6/1/05 < 0.10 00610 - Nitroger Composite mg/I 0.66
NC0032115 7/1/05 < 0.10 00610 - Nitroger Composite mg/I 0.33
NC0032115 8/1/05 < 0.10 00610 - Nitroger Composite mg/I 0.48
NC0032115 9/1/05 <0.1 00610 - Nitroger Composite mg/I 0.82
NC0032115 10/1/05 ,0.10 00610 - Nitroger Composite mg/I 0.52
NC0032115 11/1/05 < 0.10 00610 - Nitroger Composite mg/I 0.29
NC0032115 12/1/05 < 0.10 00610 - Nitroger Composite mg/I 0.66
NC0032115 1/1/06 < 0.10 00610 - Nitroger Composite mg/I 1.04
NC0032115 2/1/06 < 0.10 00610 - Nitroger Composite mg/I 1.16
NC0032115 3/1/06 < 0.10 00610 - Nitroger Composite mg/I 0.88
NC0032115 4/1/06 <0.10 00610 - Nitroger Composite mg/I 0.75
NC0032115 5/1/06 <0.10 00610 - Nitroger Composite mg/I 0.44

NC0032115 6/1/06 < 0.10 00610 - Nitroger Composite mg/I 0.73
NC0032115 7/1/06 00610 - Nitroger Composite mg/I 0.34
NC0032115 8/1/06 < 0.10 00610 - Nitroger Composite mg/I 0.35
NC0032115 9/1/06 < 0.10 00610 - Nitroger Composite mg/I 0.01
NC0032115 10/1/06 <0.10 00610 - Nitroger Composite mg/1 0.50
NC0032115 11/1/06 < 0.10 00610 - Nitroger Composite mg/I 0.48
NC0032115 12/1/06 < 0.10 00610 - Nitroger Composite mg/I 0.93
NC0032115 1/1/07 00610 - Nitroger Composite mg/I 1.53
NC0032115 2/1/07 00610 - Nitroger Composite mg/1 1.68
NC0032115 3/1/07 00610 - Nitroger Composite mg/I 2.15
NC0032115 4/1/07 00610 - Nitroger Composite mg/I 1.43
NC0032115 5/1/07 00610 - Nitroger Composite mg/I 1.45
NC0032115 6/1/07 00610 - Nitroger Composite mg/I 0.81
NC0032115 7/1/07 <0.10 00610 - Nitroger Composite mg/I 1.46
NC0032115 5/1/05 00665 - Phosphc Composite mg/1 2.23
NC0032115 11/1/05 00665 - Phosphc Composite mg/1 2.48
NC0032115 5/1/06 00665 - Phosphc Composite mg/I 2.06
NC0032115 11/1/06 00665 - Phosphc Composite mg/I 2.52
NC0032115 5/1/07 00665 - Phosphc Composite mg/I 2.59
NC0032115 1/1/05 50050 - Flow, in Recorder mgd 0.22
NC0032115 2/1/05 50050 - Flow, in Recorder mgd 0.22
NC0032115 3/1/05 50050 - Flow, in Recorder mgd 0.23
NC0032115 4/1/05 50050 - Flow, in Recorder mgd 0.21
NC0032115 5/1/05 50050 - Flow, in Recorder mgd 0.16
NC0032115 6/1/05 50050 - Flow, in Recorder mgd 0.15
NC0032115 7/1/05 50050 - Flow, in Recorder mgd 0.19
NC0032115 8/1/05 50050 - Flow, in Recorder mgd 0.20
NC0032115 9/1/05 50050 - Flow, in Recorder mgd 0.18
NC0032115 10/1/05 50050 - Flow, in Recorder mgd 0.21
NC0032115 11/1/05 50050 - Flow, in Recorder mgd 0.20
NC0032115 12/1/05 50050 - Flow, in Recorder mgd 0.20
NC0032115 1/1/06 50050 - Flow, in Recorder mgd 0.26
NC0032115 2/1/06 50050 - Flow, in Recorder mgd 0.26
NC0032115 3/1/06 50050 - Flow, in Recorder mgd 0.21
NC0032115 4/1/06 50050 - Flow, in Recorder mgd 0.20
NC0032115 5/1/06 50050 - Flow, in Recorder mgd 0.22
NC0032115 6/1/06 50050 - Flow, in Recorder mgd 0.26
NC0032115 7/1/06 50050 - Flow, in Recorder mgd 0.23
NC0032115 8/1/06 50050 - Flow, in Recorder mgd 0.20
NC0032115 9/1/06 50050 - Flow, in Recorder mgd 0.30
NC0032115 10/1/06 50050 - Flow, in Recorder mgd 0.20
NC0032115 11/1/06 50050 - Flow, in Recorder mgd 0.27
NC0032115 12/1/06 50050 - Flow, in Recorder mgd 0.21
NC0032115 1/1/07 50050 - Flow, in Recorder mgd 0.25
NC0032115 2/1 /07 50050 - Flow, in Recorder mgd 0.20
NC0032115 3/1/07 50050 - Flow, in Recorder mgd 0.22
NC0032115 4/1/07 50050 - Flow, in Recorder mgd 0.17
NC0032115 5/1/07 50050 - Flow, in Recorder mgd 0.13
NC0032115 6/1/07 50050 - Flow, in Recorder mgd 0.16
NC0032115 7/1/07 50050 - Flow, in Recorder mgd 0.16
Average 0.21

FACILITY NAME AND PERMIT NUMBER:
Town of Banner Elk, NC0032115
FORM
2A
NPDES
PERMIT ACTION REQUESTED:
Renewal
RIVER BASIN:
Watauga
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:
1.
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 A1-1-2:
[1
B Additional Application Information for Applicants with a Design Flow z 0.1 mgd. All treatmentworks-th ave esign flows
greater than or equal to 0.1 million gallons per day must complete questions B.1 through B.6.,
Certification. All applicants must complete Part C (Certification).
SUPPLEMENTAL APPLICATION INFORMATION:
,,
I `
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.
MAR 8 2007
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.
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.
. 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. Page 1 of 22

FACILITY NAME AND PERMIT NUMBER:
Town of Banner Elk, NC0032115
PERMIT ACTION REQUESTED:
Renewal
RIVER BASIN:
Watauga
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.
A.1. Facility Information.
Facility Name TOWN OF BANNER ELK WWTP
Mailing Address P.O. BOX 2049
BANNER ELK, NC 28604
Contact Person DANNY CLARK
Title PUBLIC WORKS DIRECTOR
Telephone Number [phone]
Facility Address MILL POND ROAD
(not P.O. Box) BANNER ELK, NC 28604
A.2. Applicant Information. If the applicant is different from the above, provide the following:
Applicant Name
Mailing Address
Contact Person
Title
Telephone Number ( )
Is the applicant the owner or operator (or both) of the treatment works?
x owner ❑ 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 NC 0032115 PSD
UIC Other W00012210 DIST. OF SOLIDS
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 BANNER ELK 995 SEPARATE MUNICIPAL
LEE"S MCRAE COLLEGE INCLUDED IN ABOVE SEPARATE PRIVATE
GRANDFATHER HOME 50 SEPARATE PRIVATE
Total population served 1,045
EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22.
Page 2 of 22

FACILITY NAME AND PERMIT NUMBER:
TOWN OF BANNER ELK, NC0032115
A.5. Indian Country.
a. Is the treatment works located in Indian Country?
❑ Yes XNo
PERMIT ACTION REQUESTED:
RENEWAL
RIVER BASIN:
WATAUGA
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 XNo
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 12th month of "this year" occurring no more than three months prior to this application submittal.
a. Design flow rate 0.600 mgd
b. Annual average daily flow rate
Two Years Aqo
0.209 MGD
c. Maximum daily flow rate 0.676 MGD
Last Year This Year
0.197 MGD 0.235 MGD
0.567 MGD 0.656 MGD
A.T. 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
0 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 0 No
If yes, list how many of each of the following types of discharge points the treatment works uses:
i. Discharges of treated effluent 1
ii. Discharges of untreated or partially treated effluent 0
hi. Combined sewer overflow points 0
iv. Constructed emergency overflows (prior to the headworks) 0
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.? 0 Yes X No
If yes, provide the following for each surface impoundment:
Location:
Annual average daily volume discharge to surface impoundment(s) mgd
Is discharge
0 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 XNo
Annual average daily volume applied to site: mgd
Is land application 0 continuous or
0 intermittent?
d. Does the treatment works discharge or transport treated or untreated wastewater to another
treatment works?
❑ Yes XNo
EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22.
Page 3 of 22

FACILITY NAME AND PERMIT NUMBER:
TOWN OF BANNER ELK, NC0032115
PERMIT ACTION REQUESTED:
RENEWAL
RIVER BASIN:
WATAUGA
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 that receives this discharge
Provide the average daily flow rate from the treatment works into the receiving facility. mgd
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): ❑ Yes X No
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?
EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22.
Page 4 of 22

FACILITY NAME AND PERMIT NUMBER:
TOWN OF BANNER ELK, NC0032115
PERMIT ACTION REQUESTED:
RENEWAL
RIVER BASIN:
WATAUGA
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. Outfall number 1
b. Location MILL POND ROAD, BANNER ELK 28604
(City or town. if applicable)
AVERY
(Zip Code)
NC
(County) (State)
36 09' 26" N 081 53' 10" W
(Latitude) (Longitude)
c. Distance from shore (if applicable) 0 ft.
d. Depth below surface (if applicable) 0 ft.
e. Average daily flow rate 0.235 mgd
f. Does this outfall have either an intermittent or a periodic discharge? 0 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: mgd
Months in which discharge occurs:
g. Is outfall equipped with a diffuser? 0 Yes X No
A.10. Description of Receiving Waters.
a. Name of receiving water ELK RIVER
b. Name of watershed (if known)
United States Soil Conservation Service 14-digit watershed code (if known):
c. Name of State Management/River Basin (if known): WATAUGA
United States Geological Survey 8-digit hydrologic cataloging unit code (if known):
d. Critical low flow of receiving stream (if applicable)
acute cfs chronic cfs
e. Total hardness of receiving stream at critical low flow (if applicable): mg/I of CaCO3
EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22.
Page 5 of 22

FACILITY NAME AND PERMIT NUMBER:
TOWN OF BANNER ELK, NC00321155
PERMIT ACTION REQUESTED:
RENEWAL
RIVER BASIN:
WATAUGA
A.11. Description of Treatment
a. What level of treatment
❑ Primary
❑ Advenced
b. Indicate the following
Design BOD5
Design SS
Design P
Design N
Other
c. What type of disinfection
uv
are provided? Check all that apply.
X Secondary
❑ Other. Describe:
removal rates (as applicable):
removal or Design CBOD5 removal
removal
removal
removal
outfall? If disinfection
varies
90% %
90%
10% %
30% ok
is used for the effluent from this
by season, please describe:
If disinfection is by chlorination is dechlorination used for this outfall? 0 Yes 0 No
Does the treatment plant have post aeration? ❑ Yes X No
A.12. Effluent Testing Information.
parameters. Provide
discharged. Do not include
All Applicants that
the indicated effluent testing
information on combined
conducted using
other appropriate QA/QC
data must be based
discharge to waters of the US must provide
required by the permitting authority
sewer overflows in this section.
40 CFR Part 136 methods. In addition, this
requirements for standard methods for analytes
on at least three samples and must be no
effluent testing data for the following
for each outfall through which effluent is
All information reported must be based on data
data must comply with QA/QC requirements of
not addressed by 40 CFR Part 136. At a
more than four and one-half years apart.
collected through analysis
40 CFR Part 136 and
minimum, effluent testing
Outfall number: 1
PARAMETER
MAXIMUM DAILY VALUE
AVERAGE DAILY VALUE
Value
Units
Value
Units
Number of Samples
pH (Minimum)
6.9
s.u.
(Maximum)
6.1
s.u.
rpH
Flow Rate
0.656
MGD
0.260
MGD
31
Temperature (Winter) JAN. 2006
11
C
10
C
22
Temperature (Summer) JULY 2006
20
C
19
C
13
" 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
DEMAND (Report one)
BOD5
11.3
MG/L
6.0
MG/L
14
SM-5210B
2.0
CBOD5
N/A
N/A
N/A
N/A
N/A
'N/A
N/A
FECAL COLIFORM
7400
MEAN/I
3
MEAN/I
14
SM-9222D
1.0
TOTAL SUSPENDED SOLIDS (TSS)
20
MG/L
6
MG/L
14
SM-2540D
1.0
END OF PART A.
REFER TO THE APPLICATION OVERVIEW (PAGE 1) TO DETERMINE WHICH OTHER PARTS
OF FORM 2A YOU MUST COMPLETE
EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22.
Page 6 of 22

FACILITY NAME AND PERMIT NUMBER:
TOWN OF BANNER ELK, NC0032115
PERMIT ACTION REQUESTED:
RENEWAL
RIVER BASIN:
WATAUGA
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 2 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 per day
40,000 gpd
that flow into the treatment works from inflow and/or infiltration.
SEWER CAMERAS AND SMOKE TESTING TO
Briefly explain any steps underway or planned to minimize inflow and infiltration.
THE TOWN IS UTILIZING FLOW METERS, MANHOLE INSPECTION,
IDENTIFY AND REPAIR INFLOW AND INFILTRATION PROBLEMS
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 Y. mile of the property boundaries of the treatment
works, and 2) listed in public record or otherwise known to the applicant.
e. Any areas where the sewage sludge produced by the treatment works is stored, treated, or disposed.
f. If the treatment works receives waste that is classified as hazardous under the Resource Conservation and Recovery Act (RCRA) by truck, rail,
or special pipe, show on the map where the hazardous waste enters the treatment works and where it is treated, stored, and/or disposed.
B.3. Process Flow Diagram or Schematic. Provide a diagram showing the processes of the treatment plant, including all bypass piping and all
backup power sources or redunancy in the system. Also provide a water balance showing all treatment units, including disinfection (e.g.,
chlorination and dechlorination). The water balance must show daily average flow rates at influent and discharge points and approximate daily flow
rates between treatment units. Include a brief narrative description of the diagram.
B.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? X Yes 0 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: WATER QUALITY SERVICES
Mailing Address: P.O. BOX 1102
BANNER ELK, NC 28604
Telephone Number. [phone]
Responsibilities of Contractor. PROVIDE AN ORC — GENERAL MAINTENANCE
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 outfall number (assigned in question A.9) for each outfall that is covered by this implementation schedule.
NONE
b. Indicate whether the planned improvements or implementation schedule are required by local, State, or Federal agencies.
❑ Yes X No
EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22.
Page 7 of 22

FACILITY NAME AND PERMIT NUMBER:
TOWN OF BANNER ELK, NC0032115
PERMIT ACTION REQUESTED:
RENEWAL
RIVER BASIN:
WATAUGA
c. 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 other
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 0 No
/ / / /
/ / / /
/ / / /
1 / / /
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
QA/QC requirements for standard methods for analytes
based on at least three pollutant scans and must be
Outfall Number: 1
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/QC 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.
POLLUTANT
MAXIMUM DAILY
DISCHARGE
AVERAGE DAILY DISCHARGE
ANALYTICAL
METHOD
MUMDL
Conc.
Units
Conc.
Units
Number of
Samples
CONVENTIONAL AND NON CONVENTIONAL COMPOUNDS
AMMONIA (as N)
4.23
MG/L
0.64
MG/L
156
SM-4500 f
0.1
CHLORINE (TOTAL
RESIDUAL, TRC)
N/A
N/A
N/A
N/A
N/A
N/A
N/A
DISSOLVED OXYGEN
N/A
N/A
N/A
N/A
N/A
N/A
N/A
TOTAL KJELDAHL
NITROGEN (TKN)
2.11
MG/L
1.28
MG/L
3
SM-4600 NorgB
0.1
NITRATE PLUS NITRITE
NITROGEN
6.9
MG/L
4.05
MG/L
3
SM-4500 no3e
0.1
OIL and GREASE
N/A
N/A
N/A
N/A
N/A
N/A
N/A
PHOSPHORUS (Total)
2.52
MG/L
2.29
MG/L
3
EPA-365.2
0.1
TOTAL DISSOLVED SOLIDS
(TDS)
N/A
NIA
N/A
N/A
N/A
N/A
N/A
OTHER
END OF PART B.
REFER TO THE APPLICATION OVERVIEW (PAGE 1) TO DETERMINE WHICH OTHER PARTS
OF FORM 2A YOU MUST COMPLETE
EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22.
Page 8 of 22

FACILITY NAME AND PERMIT NUMBER:
TOWN OF BANNER ELK, NC0032115
PERMIT ACTION REQUESTED:
RENEWAL
RIVER BASIN:
WATAUGA
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:
filt 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 DANNY CLARK PUBLIC WORKS DIRECTOR
Signature
Telephone number [phone]
Date signed ri5///0 '`y
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. R3ge of 22

r

FACT SHEET FOR EXPEDITED PERMIT RENEWALS
xpedited per it renewal
Reviewer/Date vv
7^ 7 10/0-7
Permit Number
1 ()O3it c
Facility Name�.�,
i �, S�K e-cO-h0
Basin Name/Sub-basin number
Receiving Stream
Stream Classification in Permit
Does permit need NH3 limits?
Does permit need TRC limits?
Does permit have toxicity testing?
Does permit have Special Conditions?
Does permit have instream monitoring?
Is the stream impaired (on 303(d) list)?
Any obvious compliance concerns?
Any permit mods since last permit?
Existing expiration date
New expiration date
New permit effective date
Miscellaneous Comments
YES This is a SIMPLE EXPEDITED permit renewal (administrative
renewal with no changes, or only minor changes such as TRC, NH3,
name/ownership changes). Include conventional WTPs in this group.
This is a MORE COMPLEX EXPEDITED permit renewal (includes
Special Conditions (such as EAA, Wastewater Management Plan), 303(d)
listed, toxicity testing, instream monitoring, compliance concerns, phased
limits). Basin Coordinator to make case -by -case decision.
This permit CANNOT BE EXPEDITED for one of the following reasons:
ajor Facility (municipal/industrial)
Minor Municipals with pretreatment program
• Minor Industrials subject to Fed Effluent Guidelines (lb/day limits for BOD, TSS,
etc)
• Liman reasonable potential an.. GW remediation organics)
• Permitted flow > 0.5 MGD (re • uires
• Perms s . e - ne a • y : asin Coordinator to be outside expedited process
YES
_\
TB Version 8/18/2006 (NPDES Server/Current Versions/Expedited Fact Sheet)