NC0021857_Permit (Issuance)_20110613

NPDES DOCIMENT SCANNIN`: COVER SHEET
NPDES Permit:
NC0021857
Newland WWTP
Document Type: <
Permit Issuance
Wasteload Allocation
Authorization to Construct (AtC)
Permit Modification
Complete File - Historical
Engineering Alternatives (EAA)
Correspondence
Owner Name Change
201 Facilities Plan
Instream Assessment (67b)
Speculative Limits
Environmental Assessment (EA)
Document Date:
June 13, 2011
This document is printed on reuse paper - ignore any
content on the reYerse side

s Cff— —A
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins Dee Freeman
Governor Director •Secretary
June 13, 2011
Keith E. Hoilman, Public Utilities Director
Town of Newland
PO Box 429
Newland, North Carolina 28657
Subject: Issuance of NPDES Permit NC0021857
Newland WWTP — Class 2 / Class 3 [phased]
Cow Camp Road
Avery County
Dear Mr. Hoilman:
The Division of Water Quality (the Division) hereby issues the attached NPDES permit for the
subject facility. We issue this permit 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, or as subsequently amended.
Revisions to Your Draft Permit. As discussed with you by telephone on June 8, 2011, the Division
has corrected your draft permit to include upgrades and approved new WWTP components that you
constructed during the last permit cycle (see Supplement to Cover Sheet). System details were
provided by Wanda Frazier (Asheville Regional Office) based on her inspection of your facilities
and your comments on the draft permit. For your convenience, we have updated your facility map,
and added parameter codes to the effluent monitoring pages, [Sections, A. (1.) and A. (2.)].
WWTP Classification. Your recent Permit Modification (August 17, 2009) decreased monitoring
frequencies from 3/Week to Weekly (change from WWTP Class 3 to Class 2). This resulted in a
"phased" permit (two effluent pages) with monitoring frequencies triggered by future increases in
flow. Please note that these monitoring conditions continue with this renewal.
If any parts, measurement frequencies, or sampling requirements contained in this permit are
unacceptable, you have the right to an adjudicatory hearing, upon written request submitted within
thirty (30) days after receiving this letter. Your request must take the form of a written petition
conforming to Chapter 150B of the North Carolina General Statutes, and you must file it with the
1617 Mail Service Center, Raleigh, North Carolina 27699-1617
Location: 512 N. Salisbury St. Raleigh, North Carolina 27604
Phone: [phone] FAX: [phone] Customer Service: 1-877-623-6748
Internet www.ncwaterquaiity.org
An Equal Opportunity 1 Affirmative Action Employer
NorthCarolina
Naturally

Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, North Carolina 27699-6714.
Unless such a demand is made, this permit shall be final and binding.
This permit is not transferable except after notifying the Division of Water Quality. The Division
may require permit modification, or revocation and re -issuance. Please note that this permit does
not affect your legal obligation to obtain other permits required by the Division of Water Quality,
the Division of Land Resources, the Coastal Area Management Act, or other federal or local
governments.
If you have questions, or if we can further assist you, please contact Joe Corporon at
[[e-mail]] or call [phone].
Respectfully,
i
f Coleen H. Sullins
Enclosure: NPDES Permit NC0021857 (FINAL)
hc: Central Files
NPDES Program Files
ARO/SWPS, Attn: Wanda Frazier
ec: CG&L Attn: Kim Colson
1617 Mail Service Center, Raleigh, North Carolina 27699-1617
Location: 512 N. Salisbury St. Raleigh, North Carolina 27604
Phone: [phone] FAX: [phone]It ustomer Service: 1-877-623-6748 -
Intemet: www.ncwaterquality.org
An Equal Opportunity 1 Affirmative Action Employer
NorthCarblina
Naturally

Permit NC0021857
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
(NPDES)
In compliance with the provisions 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 Newland
is hereby authorized to discharge wastewater from a facility located at
Newland Wastewater Treatment Plant
Cow Camp Road, West of Newland
Avery County
to receiving waters designated as the North Toe River in the French Broad River Basin in accordance
with effluent limitations, monitoring requirements, and other conditions set forth in Parts I, II, III, and IV
hereof.
The permit shall become effective July 1, 2011.
This permit and the authorization to discharge shall expire at midnight on February 29, 2016.
Signed this day June 13, 2011.
14k.
C een H. Sullins, Director
u/ Division of Water Quality
By Authority of the Environmental Management Commission

• Permit NC0021857
SUPPLEMENT TO PERMIT COVER SHEET
All previous NPDES Permits issued to this facility, whether for operation or discharge are hereby
revoked, and as of this issuance, any previously issued permit bearing this number is no longer effective.
Therefore, the exclusive authority to operate and discharge from this facility arises under the permit
conditions, requirements, terms, and provisions included herein.
Town of Newland
is hereby authorized to:
1. continue to operate an existing 0.600 MGD activated -sludge wastewater treatment system
consisting of:
• influent pump station [dual (2) pumps with high/low monitoring; float backup with dialer]
• headworks with comminutor and manual bar screen
• 10-inch force main to the WWTP
• flow distribution box
• influent flow meter
• dual (2) oxidation ditches (40 ft x 125 ft x 12 ft SWD each) with rotary aerators
• dual (2) secondary clarifiers (42 ft ID x 12 ft SWD)
• RAS pump station with dual (2) submersible pumps and dual (2) high-water alarms
• dual (2) aerobic digesters (55 ft dia x 11 ft SWD)
• supernatant pump station with dual (2) submersible pumps
• ultraviolet (UV) disinfection system
• Parshall flume with ultrasonic flow measurement; totalizing chart recorder
• dual (2) backup generators with automatic transfer switches
located west of the Town of Newland on Cow Camp Road in Avery County, and
2. discharge from said treatment works via Outfall 001, a location specified on the attached map,
into the North Toe River [stream segment 7-2-(21.5)], a waterbody currently classified WS-IV;
Trout within subbasin 04-03-06 of the French Broad River Basin.

North Toe River
(flows generally east to west)
Newland WWTP
Approximate site boundary
Town of Newland WWTP
Latitude:
Longitude:
Stream Class:
HUC:
Receiving Stream:
36°05'20" N
81°56'29" W
WS-N — Trout
06010108'
USGS Quad/State Grid: Newland / C11SW
Permitted Flows:
Sub -Basin:
Drainage Basin:
North Toe River [stream segment 7-2-(21.5)] •
0.320 MGD & 0.600 MGD
04-03-06
French Broad River Basin
Facility •
Location
not to scale
North
NPDES Permit NC0021857
Avery County

Permit NC0021857
A. (1.) EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS — 0.320 MGD
Beginning on the effective date of this permit and lasting until annual flows average 80% of 0.320 MGD
[0.0256 MGD] or permit expiration, the Permittee is authorized to discharge from Outfall 001. Such
discharges shall be limited and monitored by the Permittee as specified below:
•
EFFLUENT
CHARACTERISTICS
[PARAMETER CODES]
LIMITS ,_ *MONITORING
REQUIREMENTS
Monthly
Average
Weekly
Average
Daily
Maximum
Measurement
Frequency
Sample
Type
Sample
Location'
Flow
[00050]
0.320 MGD
Continuous
Recording
I or E
BOD 5-day 2
[00310]
30.0 mg/L
45.0 mg/L
Weekly
Composite
I, E
Total Suspended Solids 2
[00530]
30.0 mg/L
45.0 mg/L
Weekly
Composite
I, E
NH3 N (Summer) 3
[00610]
6.0 mg/L
18.0 mg/L
Weekly
Composite
E
NH3-N (Winter) 3
[00610]
17.0 mg/L
35.0 mg/L
Weekly
Composite
E
Fecal Coliform (geometric
mean) [31616]
200/100 ml
400/100 ml
Weekly
Grab
E
Total Residual Chlorine 4
[50060]
28 µg/L
2/Week
Grab
E
pH
[00400]
Not < 6.0 nor > 9.0 standard units
Weekly
Grab
E
Temperature (°C)
[00010]
Weekly
Grab
E
TN (NO2 + NO3 + TKI)
[00600]
Semi -Annually
Composite
E
Total Phosphorus
[00665]
Semi -Annually
Composite
E
Footnotes:
1. E = Effluent, I = Influent
2. • The monthly average effluent BOD5 and Total Suspended Solids concentrations shall not exceed 15% of the
respective influent value (i.e., 85% removal is required).
3. Summer is defined as April 1— October 31 with winter defined as November 1— March 31.
4. Total Residual Chlorine (TRC) - The Division shall consider all effluent TRC values reported below 50µg/L to
be compliant with this permit. However, the Permittee shall continue to record and submit all values reported by
a North Carolina -certified laboratory (including field certified), even if these values fall below 50µg/L.
Condition: The Permittee shall discharge no floating solids or foam.

Permit NC0021857
A. (2.) EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS — 0.600 MGD
Beginning upon expansion above 0.320 MGD and lasting until permit expiration, the Permittee is
authorized to discharge from Outfall 001. Such discharges shall be limited and monitored by the
Permittee as specified below:
`EFFLUENT
_ LIMITS
..
MONITORING REQUIREMENTS
"' `
CHARACTERISTICS
[PARAMETER. CODES]
Monthly `
Average
Weekly '
Average
Daily
Maximum
Measurement
Frequency
Sample
Type
Sample
Location'
Flow
[00050]
0.600 MGD
Continuous
Recording
I or E
BOD 5-day 2
[00310]
30.0 mg/L
45.0 mg/L
3/Week
Composite
I, E
Total Suspended Solids 2
[00530]
30.0 mg/L
45.0 mg/L
3/Week
Composite
I, E
NH3-N (Summer) 3
[00610]
3.8 mg/L
11.4 mg/L
. 3/Week
Composite
E
NH3-N (Winter) 3
[00610]
10.0 mg/L
30.0 mg/L
3/Week
Composite
E
Fecal Coliform (geometric
mean) [31616]
200/100 ml
400/100 ml
3/Week
Grab
E
Total Residual Chlorine a
[50060]
28 µg/L a
3/Week
Grab
E
pH
[00400]
Not < 6.0 nor > 9.0 standard units
3/Week
Grab
E
Dissolved Oxygen
[00300]
3/Week
Grab
E
Temperature (°C)
[00010]
3/Week
Grab
E
TN (NO2 + NO3 + TKN)
[00600]
Quarterly
Composite
_
E
Total Phosphorus
[00665]
Quarterly
P Com osite
E
Footnotes:
1. E = Effluent, I = Influent
2. The monthly average effluent BOD5 and Total Suspended Solids concentrations shall not exceed 15% of the
respective influent value (i.e., 85% removal is required).
3. Surnmer is defined as April 1— October 31 with winter defined as November 1— March 31.
4. Total Residual Chlorine (TRC) - The Division shall consider all effluent TRC values reported below 50µg/L to
be compliant with this permit. However, the Permittee shall continue to record and submit all values reported by
a North Carolina -certified laboratory (including field certified), even if these values fall below 50µg/L.
. Condition: The Permittee shall discharge no floating solids or foam.

Corporon, Joe
From: Town Of Newland Utilities Department [[e-mail]]
Sent: Wednesday, June 08, 2011 4:01 PM
To: Corporon, Joe
Subject: Re: Revised Permit - DRAFT Final NC0021857
Joe,
The permit looks good, the only thing that needs to be changed is the influent pump station now has 2 vfd
pumps with high/low pressure transducer and a float backup system with dialer.
Keith Hoilman
Public Utilities Director
Town Of Newland
301
Cranberry Street
Newland, N.C. 28657
work 828-733-2023
fax [phone]
e-mail [e-mail]
--- On Wed, 6/8/11, Corporon, Joe <joe.corporon(&)tcdenr.Rov> wrote:
From: Corporon, Joe <ioe.corporon mcdenr.gov>
Subject: Revised Permit - DRAFT Final NC0021857
To: "[e-mail]" <newlandwaterworks u��yahoo.com>
Date: Wednesday, June 8, 2011, 10:48 AM
Keith — attached please find your revised permit, as discussed. We intend to issue a final permit this
week if all is correct.
The Ashville Office is also reviewing this morning's changes.
Call me at the number below to discuss when you're ready — I will be in the office this afternoon from
—1:00 to 3:00, out Thur and Fri, back on Monday.
Joe R. Corporon, L.G.
Environmental Specialist
NPDES Program
NCDENR/Division of Water Quality
1

Surface Water Protection Section
919-807-6394; FAX [phone]
"Passivist! Me? I don't believe in 'passive' anything!" -- Mahatma Gandhi

FRENCH BROAD RIVER BASIN
j?-)c>313 PC03G- Q L& TP
2j 69—
Name of Stream
Subbasin Stream Index Number Map Number
Class
North
North
North
North
North
North
North
North
North
North
North
North
North
North
Fork
Fork
Fork
Fork
Fork
Fork
Fork
Fork
Fork
Ivy Creek (River)
Mills River
Mills River
Mills River
Mills River (Hendersonville
Rock Creek
Swannanoa River
Swannanoa River (Burnett
Tucker Creek
Hominy Creek
Prong Glade Creek
Prong Little Pine Creek
Prong Shining Creek
Prong Turkey Creek
FRB04
FRB03
FRB03
FRB03
Reservoir) FRB03
FRB06
FRB02
Reservoir) FRB02
FRBO1
FRB02
FRBO1
FRB04
FRB05
FRB03
6-96-3
6-54-2-(4)
6-54-2-(7)
6-54-2-(9)
6-54-2-(1)
7-2-52-16-2
6-78-11-(13)
6-78-11-(1)
6-3-10-2
6-76-2
6-36-1
6-104-2
5-3-5-2
6-34-20-1
DO9SE4
FO8NW5
FO9NW9
FO8NW9
FO8NW5
DO9SE9
E09NE7
E09NE7
GO7NW3
E07SE5
FO8SW8
E07NE2
FO7SE1
FO8SW5
WS-II;Tr,HQW
WS-II;Tr,HQW
WS-II,B;Tr,HQW
WS-II;Tr,HQW
WS-I;HQW
C;ORW
C
WS-I;HQW
C;Tr
C
C;Tr
C
WS-III; Tr,HQW
WS-V,B;Tr
North Toe River
North Toe River
North Toe River
North Toe River
North Toe River
North Toe River
North Toe River
North Turkey Creek
Norton Creek (Tucker Creek)
Nowhere Branch
Nubbinscuffle Creek
Ogle Branch
Ogle Creek
Old Bald Creek
Onion Bed Branch
Orchard Branch
Orchard Branch
Orton Branch
Osborne Branch
Oskodah Branch
Ox Creek
Ox Creek
Paint Fork
Paint Fork
Painter Branch
Palmer Branch
Palmer Camp Branch
Palmer Creek
Pancake Branch
Panhandle Branch
Panther Branch
Panther Branch
Panther Branch
Panther Branch
Panther Branch
Panther Creek
Parker Branch
Parker Branch
Parker Creek
FRB06
FRB06
FRB06
FRB06
FRB07
FRB06
FRB07
FRB02
FRBO1
FRB04
FRB07
FRB04
FRB07
FRB05
FRB05
FRB05
FRBO1
FRB02
FRB03
FRB05
FRB02
FRB02
FRB04
FRB04
FRB05
FRB05
FRB04
FRB05
FRB06
FRB04
FRB05
FRB01
FRB02
FRB04
FRB04
FRB05
FRB02
FRB04
FRB01
7-2-(0.5)
7-2-(21.5)
7-2-(27.3)
7-2-(27.7)
7-2-(27.7)
7-2-(58.5)
7-2-(58.5)
6-92-13-1
6-28-2
6-96-16-6
7-3-22-6
6-96-3-1
7-3-4-1
5-16-7-6
5-41-2-4-1
5-32-2
6-30-5
6-66
6-52-2
5-59-3
6-87-6-(1)
6-87-6-(2)
6-96-2
6-96-10-3
5-58
5-41-4-10
6-112-18
5-41-2
7-2-18
6-95
5-2-12-10
6-3-3
6-90
6-118-15-1
6-118-19-5
5-28
6-84-6
6-96-10-3-4-1-1
6-2-4
C11SW3
D1ONE3
DlONE6
D1ONE6
D1ONE6
D1ONE6
D1ONE6
E07SE2
GO8NW1
DO8SE4
DO9NW6
DO9SE4
DO9SE6
FO6NE9
E06NW6
E07NW2
FO8SW7
FO8NE1
FO8SW5
E06NW4
E09NW4
E09NW4
E09NW1
DO9SW2
DO6SE7
E06SE1
DO8NW6
E06NW9
C1OSE9
DO8SW9
FO7NW6
F07SW9
E08NW3
DO7SE7
DO7SWS
E07NW7
E08NW6
DO9SW5
GO7NW5
WS-V;Tr
WS-IV;Tr
WS-IV;Tr,CA
C; Tr
C;Tr
B;Tr
B;Tr
C
C;Tr
C
C;Tr
WS-II;HQW
WS-II;HQW
WS-I;Tr,HQW
C;Tr,ORW
C
C;Tr
C
C
C;Tr,HQW
WS-I;HQW
C;Tr
WS-II;HQW
WS-II;HQW
C
C;Tr,ORW
C;ORW
C;Tr,ORW
WS-V;Tr
C
WS-III;Tr
C;Tr,HQW
C
C;ORW
C;ORW
C
C
WS-II;HQW
C;Tr
3os r i 6A-PcN
Page 23 of 34
2011-04-02 06:22:03

NC DENR - DIVISON OF WATER QUALITY 2B .0300
.0304 FRENCH BROAD RIVER BASIN
Name of Stream
Class
Description Class Date Index No.
Little Plumtree Creek
Pine Branch
Fall Branch
From source to Plumtree
Creek
From source to Plumtree
Creek
From source to Plumtree
Creek
Isaac Branch (Robson Branch) From source to Plumtree
Creek
Pancake Branch
Doublehead Creek
Henson Creek
Little Henson Creek
Justice Creek
North Toe River
Pyatt Creek
Pyatt Creek
From source to North Toe
River
From source to North Toe
River
From source to North Toe
River
WS-V;Tr 08/01/02 7-2-17-2
WS-V 08/01/02 7-2-17-3
WS-V 08/01/02 7-2-17-4
WS-V 08/01/02 7-2-17-5
WS-V;Tr 08/01/02 7-2-18
WS-V;Tr 08/01/02 7-2-19
WS-V;Tr 08/01/02 7-2-20
From source to Henson Creek WS-V;Tr
From source to North Toe WS-V;Tr
River C am. 10D r(P•
From a poi t 0.2 WS-IV;Tr
upstream of yatt Creek t
a point 0.5 e u s ream
of U.S. Hwy. ig!(/,j i3.k4 t `( /
/�- C-- Kia-iv CT
08/01/02 7-2-20-1
08/01/02 7-2-21
08/01/98 7-2-(21.5) C 1
From source to a point 0.5 C;Tr 08/01/98 7-2-22-(1)
mile upstream of mouth
From a point 0.5 mile WS-IV;Tr 08/01/98 7-2-22-(2)
upstream of mouth to North
Toe River
Clear Creek From source to a point 1.0 C;Tr 08/01/98 7-2-23-(1)
mile upstream of mouth
Clear Creek From a point 1.0 mile WS-IV;Tr 08/01/98 7-2-23-(2)
upstream of mouth to North
Toe River
Jones Creek From source to North Toe WS-IV;Tr 11/01/95 7-2-24
River
Threemile Creek From source to a point 0.8 C;Tr 08/01/98 7-2-25-(0.4)
mile upstream of mouth of
Fork Creek
Threemile Creek From a point 0.8 mile WS-IV;Tr 08/01/98 7-2-25-(0.7)
upstream of mouth of Fork
Creek to North Toe River
Fork Creek From source to a point 0.8 C;Tr 08/01/98 7-2-25-1-(1)
mile upstream of mouth
Fork Creek From a point 0.8 mile WS-IV;Tr 08/01/98 7-2-25-1-(2)
upstream of mouth to
Threemile Creek
White Oak Creek From source to North Toe WS-IV;Tr 11/01/95 7-2-26
River
Page 50 of 63 201 1-04-02 06:18:43

NC DENR - DIVISON OF WATER QUALITY 2B .0300
.0304 FRENCH BROAD RIVER BASIN
Name of Stream
Class
Description Class Date Index No.
Gouges Creek From source to North Toe WS-IV;Tr 11/01/95 7-2-27
River
North Toe River
North Toe River
From a point 0.5 mile WS-IV;Tr,CA 11/01/95 7-2-(27.3)
upstream of U.S. Hwy. 19E
to Town of Spruce Pine
water supply intake
(located just upstream of
U.S. Hwy. 19E)
-ccA) a C SQ - C ((= t Di E
iS (
M R c l cc c) YV 71f
From Town of Spruce water C;Tr 08/01/02
supply intake to Mitchell
County SR 1187 (Located 0.5
mile upstream of Cane Creek)
Clear Creek From source to North Toe C;Tr
River
Brushy Creek From source to North Toe C;Tr
River
Laurel Creek From source to North Toe C;Tr
River
Harris Creek From source to North Toe C;Tr
River
White Oak Branch From source to North Toe C;Tr
River
Stillhouse Branch From source to White Oak C;Tr
Branch
Holley Branch From source to North Toe C;Tr
River
Little Laurel Branch From source to North Toe C;Tr
River
Bill Davenport Branch From source to North Toe C;Tr
River
Jakes Creek (Dicks Creek) From source to North Toe C;Tr
River
Middle Ridge Branch From source to Jakes Creek C;Tr
Rose Creek From source to North Toe C;Tr
River
11/01/95 7-2-28
11/01/95 7-2-29
11/01/95 7-2-30
11/01/95 7-2-31
11/01/95 7-2-32
11/01/95 7-2-32-1
11/01/95 7-2-33
11/01/95 7-2-34
11/01/95 7-2-35
11/01/95 7-2-36
11/01/95 7-2-36-1
11/01/95 7-2-37
Little Rose Creek From source to Rose Creek C;Tr 11/01/95 7-2-37-1
Smith Branch From source to Rose Creek C;Tr 11/01/95 7-2-37-2
Banjo Branch From source to North Toe C;Tr 11/01/95 7-2-38
River
Cathis Creek (Christ Branch) From source to North Toe
River
C;Tr 09/01/74 7-2-39
Grassy Creek From source to North Toe C;Tr 04/01/58 7-2-40
River
North Fork Grassy Creek From source to Grassy Creek C;Tr 04/01/58 7-2-40-1
East Fork Grassy Creek From source to Grassy Creek C;Tr 04/01/58 7-2-40-2
Reddick Branch From source to East Fork C;Tr 04/01/58 7-2-40-2-1
Grassy Creek
Page 51 of 63 2011-04-02 06:18:43

NC DENR - DIVISON OF WATER QUALITY 2B .0300
.0304 FRENCH BROAD RIVER BASIN
Name of Stream
Class
Description Class Date Index No.
Flint Level Branch
Blood River
Jack Branch
Shut-in Creek
West Fork Shut-in Creek
Mink Branch
East Fork Shut-in Creek
Jones Branch
Clear Branch
Dry Branch
Murray Branch
Davis Branch
Clover Branch
Grass Creek
NOLICHUCKY RIVER
From source to French Broad C
River
From source to French Broad C
River
From source to French Broad C
River
From source to French Broad C;Tr
River
From source to Shut-in Creek C
From source to West Fork C
Shut-in Creek
From source to Shut-in Creek C;Tr
From source to East Fork C
Shut-in Creek
09/01/74 6-122
09/01/74 6-123
09/01/74 6-124
04/01/58 6-125
04/01/58 6-125-1
04/01/58 6-125-1-1
07/01/73 6-125-2
04/01/58 6-125-2-1
From source to Shut-in Creek C 04/01/58 6-125-3
From source to Shut-in Creek C 04/01/58 6-125-4
From source to French Broad C 04/01/58 6-126
River
From source to French Broad C
River
From source to French Broad C
River
From source to French Broad C
River
From source to North
Carolina -Tennessee State
Line
B
i.�
North Toe River From source to a point Q.2 WS-V;Tr
mile upstream of Pyatt Creel
Hickorynut Branch From source to North Toe WS-V;Tr
River
Kentucky Creek From source to North Toe WS-V;Tr
River
Loggy Creek From source to Kentucky WS-V
Creek
Handpole Branch From source to Kentucky WS-V
Creek
Cow Camp Creek From source to North Toe WS-V
River
Whiteoak Creek From source to North Toe WS-V;Tr
River
Left Prong Whiteoak Creek From source to Whiteoak WS-V
Creek
Blood Camp Branch (Fall From source to Whiteoak WS-V
Branch) Creek
09/01/74 6-127
09/01/74 6-128
09/01/74 6-129
08/01/02 7 r�
08/01/02 7-2-(0.5) Al(!) (
08/01/02 7-2-1 <b u t ^ ��
aCja( 5
08/01/02 7-2-2-1 ,LoO r C'
08/01/02 p
7-2-2-2 tC� p
ti �
08/01/02 7-2-3 ` ; �T lll�����,///
08/01/02 7-2-4
08/01/02 7-2-2
08/01/02 7-2-4-1
08/01/02 7-2-4-2
Page 48 of 63 2011-04-02 06:18:43

Corporon, Joe
From:
Sent:
To:
Cc:
Subject:
Attachments:
Hi Joe,
Frazier, Wanda
Thursday, May 05, 2011 3:43 PM
Corporon, Joe
Edwards, Roger; Wiggs, Linda
NC0021857 Town of Newland NC0021857 DRAFT permit
21857 Newland DRAFT Permit 2011 b.pdf; NC0021857 4-29-11.pdf; NC0021857 3-10-10.pdf;
NC0021857 1-9-09.pdf; NC0021857 8-7-08.pdf; NC0021857 6-28-07.pdf; 21857 Newland
Violations 2005-2011.xls; 21857 a cover page 2011.doc
•
PA I
Attached are the DRAFT permit with fact sheet, the latest facility info, the last five inspections
and a summary of violations for the Town of Newland's Wastewater Treatment Plant.
Here's what I would suggest for the draft permit:
1. WWTP component description
The old plant was a: 0.320 MGD WWTP consisting of: influent pumps; two contact
stabilization activated sludge plants, each with an aeration basin, secondary clarifier
and dual 80,000 gal aerobic digestors; sludge returns; flow measuring & totalizing
equipment; dual chlorinators; chlorine contact chamber; sulfur dioxide dechlorination;
10 (20 ft x 15 ft) sludge drying beds; and standby power generators.
The A to C for a for a new oxidation ditch WWTP was issued on 4-19-2005. An A to C for
an expansion was issued on 7-17-2006, increasing the flow capacity to 0.600 MGD.
The 4-19-05 A to C included a sludge dewatering building (40 ft x 30 ft — elevation 3490
ft), 1.0 meter belt filter press with polymer feed system and recycle water pump. This
was never constructed or installed.
Vaughn & Melton's Marios S Georgiou, P.E. submitted the engineer's certification on 5-
1-2008 for new oxidation ditch WWTP.
According to your cover letter, you indicated:
"Based on your renewal application received July 14, 2010, we have made only minimal
changes to your permit by updating your facility map, clarifying your facility description /
location, and adding parameter codes to the effluent monitoring pages [see Sections, A.
(1.) and A. (2.)]"
So, I would suggest the following changes to reflect the new WWTP components:
Change from:
A. Supplement to permit cover page (change as follows):
i

is hereby authorized to:
1. continue to operate an existing 0.32 MGD activated sludge wastewater treatment
system consisting of:
• influent pumps
• two (2) package plants plumbed in parallel, each consisting of
• aeration basin
• secondary clarifier
• aerobic digester
• sludge return
• flow measuring & totalizing equipment
• ultra violet (UV) disinfection [backup: chlorine contact basin and de -chlorination]
• sludge drying beds, and
• stand-by power generator
located west of the Town of Newland on Cow Camp Road in Avery County, and
2. after receiving an Authorization to Construct permit from the Division of Water Quality
construct and operate facilities sufficient to treat 0.600 MGD and, after submitting an
Engineer's Certification to the Division and receiving Authorization to Operate,
Change to:
is hereby authorized to:
1. continue to operate an existing 0.600 MGD activated sludge wastewater treatment
system consisting of:
influent pump station with three single speed pumps;
headworks with a 1400 gpm (10 HP) comminutor; emergency bypass manually
cleared coarse bar screen;
10-inch force main to the WWTP;
flow distribution box;
influent flow meter;
dual —370,000 gal oxidation ditches (40 ft x 125 ft x 12 ft SWD each) with four 42-
inch rotary aerators;
dual (42 ft inside dia x 12 ft SWD) secondary clarifiers with drive mechanism;
RAS pump station with dual submersible 677 gpm (10 HP) pumps with dual high
water alarms;
dual circular 510,000 gal (55 ft dia x 11 ft SWD) aerobic digestors (converted from
old modular treatment units);
supernatant pump station with dual 200 gpm (3 HP) submersible pumps;
Trojan UV 3000B ultraviolet disinfection system (with 1 channel, 1 bank, 7
modules per bank, 8 lamps per module = 56 total lamps);
6-inch Parshall flume effluent channel with Milltronics HydroRanger 200
ultrasonic flow measuring and totalizing equipment with circular chart recorder;
and
400 KW diesel Cummins Onan and 125 KW Generac diesel generators with
automatic transfer switches.
2

2. Permit limitations (box) page:
I would suggest adding footnote # 5. as follows or insert "geometric mean" in the place
of "monthly and weekly average" for fecal coliform:
Footnotes:
1. E = Effluent, I = Influent
2. The monthly average effluent CBOD5 and Total Suspended Solids concentrations shall not
exceed 15% of the respective influent value (i.e., 85% removal is required).
3. Summer is defined as April 1 — October 31 with winter defined as November 1 — March 31.
4. Total Residual Chlorine (TRC) - The Division shall consider all effluent TRC values reported
below 50,ug/L to be compliant with this permit. However, the Permittee shall continue to record
and submit all values reporte
5. Monthly and weekly average as geometric mean for fecal coliform.
3. Fact Sheet:
Facility
Newland WWTP, Cow Camp Road; Class 2 / Class 3
Phased [nutrient limited]: Permitted Flow = Class 2 @ 0.32 MGD
Correct from:
and Class 3 a�0.060 MGD upon reaching calendar -year annual flow
average = 80% 0(0.032
Change to:
and Class 3
average = 80%
., 0.256 MGD]; see flow data below.
MGD upon reaching calendar -year annual flow
.e., 0.256 MGD]; see flow data below.
➢ Everything else looks good.
ARO recommends renewal of this permit.
Thanks,
Wanda
Wanda Frazier
Email: [e-mail]
North Carolina Department of
Environment and Natural Resources
Asheville Regional Office
3

Division of Water Quality
Surface Water Protection Section
2090 US 70 Highway
Swannanoa, NC 28778
Switchboard: 828-296-4500 x 4662
Direct line: 828-296-4662
Fax: [phone]
Notice: E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and
therefore may be disclosed to third parties.
From: Edwards, Roger
Sent: Wednesday, April 13, 2011 7:07 AM
To: Frazier, Wanda; Wiggs, Linda
Subject: FW: Review of DRAFT permit - Town of Newland NC0021857
Please comment appropriately on this draft permit.
Thanks,
Roger Edwards - [e-mail]
North Carolina Dept. of Environment and Natural Resources
Asheville Regional Office
Division of Water Quality - Surface Water Protection
2090 U.S. 70 Highway
Swannanoa, NC 28778
Tel: [phone]
Fax: [phone]
Notice: E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and
therefore may be disclosed to third parties.
From: Corporon, Joe
Sent: Tuesday, April 12, 2011 1:46 PM
To: Edwards, Roger
Cc: Scardina, Maureen; Reid, Steve
Subject: Review of DRAFT permit - Town of Newland NC0021857
Please review and comment, as needed.
Joe R. Corporon, L.G.
Environmental Specialist
NPDES Program
NCDENR/Division of Water Quality
Surface Water Protection Section
919-807-6394; FAX [phone]
"Passivist! Me? 1 don't believe in 'passive' anything!" — Mahatma Gandhi
4

ATA
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Environmental Health
Beverly Eaves Perdue Terry L. Pierce
Governor Director
From:
April 18, 2011
MEMORANDUM
Jim Adams, Regional Engineer
NC DENR / DEH / Public Water Supply Section ,
Asheville Regional Office
To: Joe R. Corporon, L.G.
DWQ/NPDES
Subject: Review of Draft NPDES Permit NC0021857
Town of Newland WWTP
Avery County
Dee Freeman
Secretary
Reference is made to the above -mentioned National Pollutant Discharge Elimination System Permits. We
have reviewed the draft permit information and respond as follows.
RESPONSE,: (Check one)
We have reviewed the permit information and determined the proposed discharge will not adversely
affect water quality upstream of any existing or know proposed public water supply intake. We
concur with the issuance of this permit provided the facility is operated and maintained properly, the
stated effluent lirnits are met prior to discharge, and the discharge does not contravene the
designated water quality standards.
Concurs with issuance of the above permit, provided the following conditions are met:
Opposes the issuance of the above permit, based on reasons stated below, or attached:
Public Water Supply Section — Jessica Godreau, Chief
Asheville Regional Office
2090 U.S. Highway 70, Swannanoa, North Carolina 28778
Phone: [phone] FAX: [phone] Internet: ncdrinkingwater.state.nc.us
An Equal Opportunity 1 Affirmative Action Employer
NorthCarolina
Naturally

ASHES LE
North Carolina Environmental Management
Commission/NPDES Unit
1617 Mail Service Center
Raleigh NC 27699-1617
Notice of Intent to Issue a
NPDES Wastewater Permit
The North Carolina Environmental Management
Commission proposes to Issue a NPDES waste-
water discharge permit to the person(s) listed
below.
Written comments regarding the proposed per-
mit will be accepted until 30 days after the pub•
ligh date of this notice. The Director of the NC
Division of Water Quality (DWQ) may hold a
public hearing should there be a significant de-
gree of public interest. Please mall comments
and/or information requests to DWQ at the
above address. Interested persons may visit
the DWQ at 512 N. Salisbury Street Raleigh, NC
to reeview information on 1141 Addit'Ate
onal infor
be opfyund�Woon/PDoouprr webstltee ttp://porrtal ncden.
calking (919) So7-630d.s/ odes/calendar, or by
Town of Newland applied to renew NPDES per-
mit NC0021857 discharging to North Toe River,
classified WS-IV;Trout within French Broad Riv-
er Basin.
Town of Waynesville potable WTP Haywood
County, has applied to renew NPDES permit
NC0049409 for discharge to Allen Creek, French
Broad River Basin,
April 20, 2011 (8299`
CITIZEN 1TMES
VOICE OF THE MOUNTAINS • CrrIzEN-TIMFS.com
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 Elyse Giannetti,
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: April 20th , 2011 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 20th day of April, 2011
(Signal ofpersonmakingafiidavit)
Sworn to and subscribed before me the 20th day of April,
2011.
otary Public)
My Com
[phone] I [phone] FAX
14 O. HENRY AVE. I P.O. BOX 2090 I ASHEVILLE, NC 28802 I [phone]
a) GANVEIT
ission expires the 51h day of October, 2014�.JOYFp'
NOT
==c13 PUBLIC G2 V•
CBE
u►nnato►�

FACT SHEET
FOR COMPLEX EXPEDITED PERMIT RENEWAL
Basic Information
Permit Writer / Date Joe R. Corporon L.G. / 31Mar2011, updated 08Jun2011
Permit Number
NC0021857
Permittee
Town of Newland
PO Box 429
Newland, NC 28657
Facility
Newland WWTP, Cow Camp Road; Class 2 / Class 3
Phased [nutrient limited]: Permitted Flow = Class 2 @ 0.320 MGD
and Class 3 @ 0.600 MGD upon reaching calendar -year annual flow
average = 80% of 0.320 [i.e., 0.256 MGD]; see Flow History below.
Regional Office / Contact
ARO / Roger Edwards, Supervisor
[no staff report to date]
Basin Name / Subbasin Number
French Broad / 04-03-06
Receiving Stream / Verified
North Toe River [Currently permitted segment 7-2-(27.7) is — 35
miles downriver - incorrect; in Mitchell Co, 4th segs from the
headwaters,]. Correct segment is likely the 2nd seg from the
headwaters, 7-2-(21.5) [although Pyatt Creek [locating key], is
absent from the map. Segment needs to be changed in BIMS
Stream Classification in Permit /
Verified
C-Trout (Incorrect) / correct Class is WS-IV; Trout, per corrected
segment; needs to be changed in BIMS.
Does permit need Daily Max NH3
limits?
Has Daily Max, summer/winter, no WA @ 0.320 MGD
Added: WA 18 & 35mg/L at 0.320 MGD.
Has summer/winter W Ave @ 0.600 MGD — no action required
Does permit need TRC
limits/language?
Has limit 28 pg/L — needs TRC footnote(s) but only as backup — for
new UV
Does permit have toxicity testing?
No
Does permit have Special Conditions?
No
Does permit have instream
monitoring?
No
Is the stream impaired [303(d) listed]?
No
Any obvious compliance concerns?
No — see attached BIMS Report
Any permit mods since last permit?
• AtoC from CG&L for multiple plant upgrades; Engineer's
Certification received DWQ 02May2008, including UV.
• MOD granted Aug2009 to reduce monitoring frequency based
on < flow; MOD reverts facility Class 3 to Class 2.
Current expiration date
February 28, 2011
New expiration date
February 28, 2016
Comments received on Draft Permit?
Wanda Frazier (ARO-05May2011)
For Renewal:
• Permittee upgraded this facility to 0.600 MGD in accord with CG&L's Authorization to Construct permit
(17Ju12006), as certified by Marios S. Georgiou, P.E. [#026848], Engineer's Certification received by DWQ on
02May2008. Upgrades, new WWTP components now reflected on the Supplement to Cover Sheet. Permitted
flow remains "phased" (two effluent pages) because monitoring frequencies continue as relaxed from 3/Week to
Weekly until annual -average flows exceed 80% of 0.320 MGD [0.256 MGD]; year 2010 average = 0.122 MGD
(see Flow Summary below).
• Updated map; added parameter codes to Effluent Tables [A. (1.) and A. (2.)]. Added ammonia Weekly Average
limit @ 0.600 MGD per statewide policy.

BIMS Downloads and Renewal Review Summary:
• Compliance is good - BIMS DMR Violations Report (2006-2010 see attached) indicates monitoring frequency
violations only; all violations explained by ARO as `BIMS calculation/reporting errors." Only one violation for
Flow proceeded to NOV (Dec2009); no penalty assessments during previous permit cycle.
• TOX Summary. WET testing not required — no changes recommended.
Flow History [BIMS query data: Jan2006-Jan2011]
Flow
Year
Max
Average
Comments
2006
0.553
0.197
Annual average (based on a calendar year) does not exceed 80% of
0.320 MGD, i.e., average flow is < 0.256 MGD
2007
0.609
0.149
Ave. < 0.256 MGD
2008
0.661
0.115
Ave. < 0.256 MGD
2009
0.581
0.146
Ave. < 0.256 MGD
2010
0.581
0.122
Ave. < 0.256 MGD

FACILITY NAME AND PERMIT NUMBER: C00Q 15--7
PERMIT ACTION REQUESTED:
Pflu)OJ
RIVER BASIN:
French (goad
iownof mew1and
BASIC APPLICATION INFORMATION
PART A. BASIC APPLICATION INFORMATION FOR ALL APPLICANTS:
Ail treatment works must complete questions A.1 through A.8 of this Basic Application Information Packet
A.1. Facility Information. ` ((�� ` (�, (`(
Facility Name 1 o W n V� �1 `' { a n �--1
Mailing Address P 0 6 OY 2-1-Rcl
Ne uJ\ �flcL C(1rO 1 � 81D5?
Contact Person 6 N-lt.. E - I4o ,Ito 4IV
Title °--P4Aoh! e‘ C LA.4-; 1 4'e £3 7 (e i1'`fz
Telephone Number (rZOI / •33 7-043
Facility Address 30 1 0eA, ble.
(not P.O. Box) N k-t4 lci %V r c • s(Q•6'1
(
A.2. Applicant Information. If the applicant is different from the above, provide the following:
> h r`
Applicant Name..VFli2`.:- ►3 J
Mailing Address
1;,...1.11i's,'lli:-A. cp„
Contact Person t ;� ^ . '� .._ _...---: i, .a-y---�t s `1
11�',;, 1--
Titlegel- �21 '
AU32e20i0
Telephone Number (gal % 3 5 ZO Z 3 • . --
Is the applicant the owner or operator (or both) of the treatment works?
ir.;, j r? = [� ,s"y
to the facility or the applicant.
existing environmental permits that have been issued to the treatment works
PSD
2 owner M operator
Indicate whether correspondence�regarding this permit should be directed
III facility 1�aonpplicant
A.3. Existing Environmental Permits. Provide the permit number of any
(indude state -issued permits). . NPDES N COO Q 1 Q vb-7
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
eatenuf New weld Town . Muni ct Via{
Total population served 4-39 &lc:RA(61c4u/6q4
PrA) • -re/A i
EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22.
Page 2 of 22

A.S. Indian Country.
a. Is the treatment works located in Indian Country?
El Yes No
b. Does the treatment works discharge to a receiving water that is either in Indian Country or that is upstream from (and eventually flows
through) Indian Country?
❑ Yes lJ No
A.6. Flow. Indicate the design flow rate of the treatment plant (i.e., the wastewater flow rate that the plant was built to handle). Also provide the
average daily flow rate and maximum daily flow rate for each of the last three years. Each year's data must be based on a 12-month time period
with the 12'' month of "this year" occurring no more than three months prior to this application submittal.
a. Design flow rate ° Li)mgd
b. Annual average daily flow rate
c. Maximum daily flow rate
Two Years Aqo
14"7
3a
Last Year
i 3a
. 35a
This Year
s. I1$
,Pot
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.
LJ Separate sanitary sewer l D d %
❑ Combined storm and sanitary sewer °%
A.B. Discharges and Other Disposal Methods. ,.,�
a. Does the treatment works discharge effluent to waters of the U.S.? L� 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
ill. Combined sewer overflow points
iv. Constructed emergency overflows (prior to the headworks) •
v. Other
Nip,
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
If yes, provide the following for each surface impoundment:
Location:
Annual average daily volume disch a to surface impoundment(s)
Is discharge
1
0
O
0
continuous or ❑ Intermittent?
mgd
c. Does the treatment works land -apply treated wastewater? ❑ Yes PJ No
If yes, provide the following for each land application site:
Location:
Number of acres:
Annual average daily volume applied to site:
Is land application
mgd
0 continuous or 0 intermittent?
d. Does the treatment works discharge or transport treated or untreated wastewater to another
treatment works?
❑ Yes E No
EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22.
Page 4 of 22

iown Qexacxnr)
FACIUTY NAME AND PERMIT NUMBER: \' 3 C 0a t (5 7 PERMIT ACTION REQUESTED:
RCnetAZ11
RIVER BASIN:
Prencj'i irocd
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.B. through A.8.d above (e.g., underground percolation, well injection): ❑ Yes L7 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 5 of 22

FACILITY NAME AND PERMIT NUMBER: INi C,C0
Thor O 1\1-evoIGlnc
WASTEWATER DISCHARGES:
PERMIT ACTION REQUESTED:
12)rne k,va I
RIVER BASIN:
French Broad
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.B.ago 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 nC 1
b. Location 0 Lo n o-P e w t a n d
(City or town, if applicable)
Ave r
(County)
35°05'
0„
(Zip Code)
0 0 r-V h Ca lro l i r G\
(State)
° Sip >
(Latitude) (Longitude)
c. Distance from shore (if applicable) ft.
d. Depth below surface (if applicable) ft. 7 1 d L3
e. Average daily flow rate w O % 5 mgd
f. Does this outfall have either an intermittent or a periodic discharge? ❑ Yes L1 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? ❑ Yes u No
A.10. Description of Receiving Waters.
a. Name of receiving water
b. Name of watershed (rf known)
Nor+h Rivr
NOrthToc Ri v r
United States Soil Conservation Service 14-digit watershed code (if known):
c. Name of State Management/River Basin (if known):
United States Geological Survey 8-digit hydrologic cataloging unit code (if known):
d. Critical low flow of receiving stream (if applicable) G�
acute ' 1 cfs chronic -T • •�J
e. Total hardness of receiving stream at critical low flow (if applicable): UnKno W n
prench broad
cfs
mgll of CaCO3
EPA Form 3510-2A (Rev. 1-99). Replaces EPA fors 7550-6 & 7550-22.
Page 6 of 22

FACILITY NAME AND PERMIT NUMBER: IV G Q oi �' 5-`7
i 0w h of N e w i a\ c
PERMIT ACTION REQUESTED:
Renocd
RIVER BASIN:
Fr-ncyij3roc
A.11. Description of
Wh
at hat
• ❑
•
Treatment
level of treatment are provided?Check all that apply.
Primary Secondary
Advanced • Other. Describe:
b. Indicate the following removal rates (as applicable):
Design BOD5 removal or Design CBOD5 removal S 5 %
Design SS removal 7 0
Design P removal 1 0 %
Design N removal --t 0 %
Other 1 S S O 5 %
c.
What
Uftra
type of disinfection is used for the effluent from this autfall? If disinfection varies by season, please describe:
\/ioIe-
If disinfection is by chlorination is dechlorination used for this outran? •
Does the treatment plant have post aeration? •
Yes �• NoNo1.1/A.
Yes LJ ht
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 pemtitting authority for each outran 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 QA/QC requirements of 40
CFR Part 136 and other appropriate QAIQC 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: 4 0 1
PARAMETER
MAXIMUM DAILY VALUE
AVERAGE DAILY VALUE
Value
Units
Value
Units
Number of Samples
pH (Minimum)
CP • 3
•s.u.
S / u
rimsms,i, s.
pH (Maximum)
'"1 .
if—WA".s t=tea:
Flow Rate
. a 0 1
im Gi d
. 0 Gt 62
m 3 C
'Dot i 1 t)
Temperature (Winter)
3
C. o
16
C°
U) e e k 1
Temperature (Summer)
5
C 0
15
c 0
k i•e \d y
* For pH please report a minimum and a maximum daily value
POLLUTANT
MAXIMUM DAILY
DISCHARGE
AVERAGE DAILY DISCHARGE
ANALYTICAL
MLlMDLMETHOD
Conc.
Units
Conc.
Units
Number of
Samples
CONVENTIONAL AND NON CONVENTIONAL COMPOUNDS
BIOCHEMICAL OXYGEN
BOD5
1 14
mg 1
q
m 9
weal y
Sm5a t o e
P
DEMAND (Report one)
—
�„_...,
CBOD5
---�
--�._
FECAL COLIFORM
3 $ O
C / 10O (a
j L 1
C / qo
Weelqq
Smq as ‘
TOTAL SUSPENDED SOLIDS (TSS)
) 62
r(19 i l
5
rn C3 I
k Qe t y
_i
Sm ,54 DoioC
J
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 7 of 22

FACILITY NAME AND PERMIT NUMBER: IV L 0 0 a 1 5J
-Town of New 1 and
PERMIT ACTION REQUESTED:
gen-c_uoa
RIVER BASIN:
French Broad
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 rats z 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
lynch a rain = gpd ISO) 000
that flow into the treatment works from inflow and/or infiltration.
6� S Jn6 ; N 2ofa a /4%p 1 %
Briefly explain any steps underway or planned to minimize inflow and infiltration.
T u ii w: t t s0 A- New 5
--ll l/
y 4'4-bG 7A b/4#45.
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 % 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 maintenan-ce pects (related to wastewater treatment and effluent quality) of the treatment works the responsibility of a
contractor? ly Yes 0 No
If yes, list the name, address, telephone number, and status of each contractor and describe the contractors responsibilities (attach additional
pages if necessary). \!Q-\-Cr
(� hme:
Qnh+'/ Lab _t 0 perck\-ors, Inc.�
Mailing Address: Sox ` 1 �n
nner ii K, NC_ a8L0 o y
---1 -2
Telephone Number. gS 0` 6 `" l - V[
Responsibilities of Contractor. ,biT\ck Y - r
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.
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

NUMBER: PJC 00 J' S 7
FACILITY �NAAME AND PERMITN-euoi,ano'
eF
PERMIT AACTIION REQUESTTED:
gcr).(-00t. I
RIVERpBASIN:j� &ccdloujr
enc r l
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
/ / / /
/ / / /
/ / / /
/ / / /
Federal/State requirements been obtained?
II
Yes I No
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
QAIQC requirements for standard methods for analytes
based on at least three pollutant scans and must be
Outfail Number. 00 `
ONLY).
provide effluent testing data for the following parameters. Provide
for each outdid 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 QAIQC 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
MLIMDL
Conc.
Units
Conc.
Units
Number of
Samples
CONVENTIONAL AND NON CONVENTIONAL COMPOUNDS
AMMONIA (as N)
44
IY1 1 I
<4
rr. 9 )
wee Ii y
Sirnt(s o a v
. i
CHLORINE (TOTAL
RESIDUAL, TRC)
N %
N/A
Srn 46000
L. 15 u 9 ,
DISSOLVED OXYGEN
ki/A
N f A
hi-50o Ci
TOTAL
NITRO ENLDAHL (TKN)
N /A
I v /A
Sm4Soo p,
. i
NITRATE PLUS NITRITE
NITROGEN
I% /A
//
Srn y 50o6
OIL and GREASE
N
5 i -
i �.x U �i
'�5
PHOSPHORUS (Total)
1
m 9 1
r n (3I
w z New
EPA a oo.'
. C o a5
TOTALDISSOLVED SOLIDS
litA
�Y
J` ) /A
595O c
r m C1 t
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 9 of 22

i FACILITY NAME AND PERMIT NUMBER: N cc6 a j g�--1
i&n O b3\G
PERMIT ACTION REQUESTED:
2rnekL)O \
RIVER BASIN:
Fr'Ch
6 rod
BASIC APPLICATION INFORMATION
PART C. CERTIFICATION
Alt 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.
Indic to which parts of Form 2A you have completed
I� Basic Application Information packet Supplemental
•
•
•
•
and are submitting:
Application Information packet:
Part D (Expanded Effluent Testing Data)
Part E (Toxicity Testing: Biomonitortng 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 quat fred 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 �R1- R.► s e . 3 tea, AA iriaz
��
��2t(4ce_)
Signature V6--
Telephone number ( Wei f133 — aoa
Date signed 5 - i-i - % D
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 forams 7550-6 & 7550-22.
Page 10 of 22

Town of Newland
301 Cranberry St.
Newland, N.C. 28657
August 16, 2010
NCDENR/DWQ
NPDES unit
1617 Mail Service Center
Raleigh, N.C. North Carolina 27699-1617
August 16, 2010
Subject:
Town of Newland WWTP permits renewaiINPDES
The town will contract a certified hauling company (Elouke Greene inc.) to haul the dried
sludge material in a (provided certified container) to Johnson City, Tennessee hazardous
waste yard for disposal.
Sincerely,
Keith H s . lm.
To i of Newland
Public Utilities Director