NC0021857_Permit Issuance_20060313

NPDES DOCUHENT !MANNINO 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:
March 13, 2006
This document is printed on reuse paper - ig:Yore any
content on the reYerge side

Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
March 13, 2006
The Honorable Beatrice Daniels
Town of Newland
P. O. Box 429
Newland, NC 28657
Subject: Issuance of NPDES Permit NC0021857
Town of Newland WWTP
Avery County
Dear Mayor Daniels:
Alan W. Klimek, P.E. Director
Division of Water Quality
Division personnel have reviewed and approved your application for renewal of the subject permit. Accordingly,
we are forwarding the attached NPDES discharge permit. This permit is issued pursuant to the requirements of
North Carolina General Statute 143-215.1 and the Memorandum of Agreement between North Carolina and the
U.S. Environmental Protection Agency dated May 9, 1994 (or as subsequently amended).
This final permit includes no changes from the draft permit sent to you on January 18, 2006. Please note that the
permit contains new weekly average limitations for ammonia that are not a term of your current permit. These
new limits will become effective on the effective date of the permit.
If any parts, measurement frequencies or sampling requirements contained in this permit are unacceptable to you,
you have the right to an adjudicatory hearing upon written request within thirty (30) days following receipt of this
letter. This request must be in the form of a written petition, conforming to Chapter 150B of the North Carolina
General Statutes, and filed with the Office of Administrative Hearings (6714 Mail Service Center, Raleigh, North
Carolina 27699-6714). Unless such demand is made, this decision shall be final and binding.
Please note that this permit is not transferable except after notice to the Division. The Division may. require
modification or revocation and reissuance of the permit. This permit does not affect the legal requirements to
obtain other permits which may be required by the Division of Water Quality or permits required by the Division
of Land Resources, the Coastal Area Management Act or any other Federal or Local govemmental permit that
may be required.
If you have any questions concerning this permit, please contact Bob Sledge at telephone number (919) 733-
5083, extension 547.
Sincerely,
A/X
(7
Alan W. Klimek, P.E.
cc: Central Files
Asheville Regional Office/Surface Water Protection Section
NPDES Unit
None Carolina
2aturaiij
North Carolina Division of Water Quality 1617 Mail Service Center Raleigh, NC 27699-1617 Phone [phone] Customer Service
Internet: www.ncwaterquality.ore Location: 512 N. Salisbury St. Raleigh, NC 27604 Fax [phone]
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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
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 April 1, 2006.
This permit and the authorization to discharge shall expire at midnight on February 28, 2011.
Signed this day March 13, 2006.
n W. Klimek, P.E., Director
ivision 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 0.32 MGD wastewater treatment system with the following
components:
• influent pumps;
• two contact stabilization activated sludge units, each consisting of:
aeration basin
secondary clarifier
aerobic digester;
• sludge return;
• flow measuring & totalizing equipment;
• chlorine contact basin;
• dechlorinarion facilities
• sludge drying beds; and
• standby power generators.
This facility is located west of Newland on Cow Camp Road in Avery County.
2. After receiving an Authorization to Construct permit from the Division of Water Quality,
construct and operate facilities such that the total treatment capacity onsite is 0.6 MGD.
3. Discharge from the treatment works described in item one above through outfall 001 at the
location specified on the attached map into the North Toe River, class C-Trout waters in the
French Broad River Basin.

USGS Quad Name: Newland
Receiving Stream: North Toe River
Stream Class: C Trout
Subbasin: French Broad — 040306

Permit NC0021857
A. (1.) EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS — 0.32 MGD
Beginning on the effective date of this permit and lasting until expansion above 0.32 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:
• PARAMETER
EFFLUENT LIMITATIONS
•
: ; MONITORING 'REQUIREMENTS .
Monthly
Average
9
Weekly.
Average e
9
Daily.'
Maximum "
Measurement
Frequency
4 Y
Sample Type
-_`
Sample
;Location'
Flow (MGD)
0.32
Continuous
Recording
I or E
BOD52
30.0 mg/L
45.0 mg/L
Weekly
Composite
I, E
Total Suspended Sofids2
30.0 mg/L
45.0 mg/L
Weekly
Composite
I, E
NH3-N (Summer)3
6.0 mg/L
18.0 mg/L
Weekly
Composite
E
NH3-N (Winter)3
17.0 mg/L
35.0 mg/L
Weekly
Composite
E
Fecal Coliform
200/100 ml
400/100 ml
Weekly
Grab
E
Total Residual Chlorine
28 pg/L
2/Week
Grab
E
Temperature (°C)
Weekly
Grab
E
TN (NO2 + NO3 + TKN)
Semi -Annually
Composite
E
Total Phosphorus
Semi -Annually
Composite
E
pH
Between 6.0 and 9.0 Standard Units
Weekly
Grab
E
Notes:
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 (85% removal).
3 Summer is defined as April 1— October 31; Winter defined as November 1— March 31.
THERE SHALL BE NO DISCHARGE OF FLOATING SOLIDS OR VISIBLE FOAM IN OTHER THAN TRACE
AMOUNTS.

Permit NC0021857
A. (2). EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS — 0.6 MGD
Beginning upon expansion above 0.32 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:
PARAMETER
EFFLUENT.LIMITATIONS
.
MONITORING REQUIREMENTS
Monthly
-
Average . _
Weekly
-Average :.
Daily-'
•Maximum
Measurement
Frequency
Sam Type
, . ... _
Sample ..:
-•Location �
Row (MGD)
0.6
Continuous
Recording
I or E
BOD52
30.0 mg/L
45.0 mg/L
3/Week
Composite
I, E
Total Suspended Solids2
30.0 mg/L
45.0 mg/L
3/Week
Composite
I, E
NH3-N (Summer)3
3.8 mg/L
11.4 mg/L
3/Week
Composite
E
NH3-N (Winter)3
10.0 mg/L
30.0 mg/L
3/Week
Composite
E
Fecal Coliform
200/100 ml
400/100 ml
3/Week
Grab
E
Total Residual Chlorine
28 pg/L
3/Week
Grab
E
Temperature (°C)
3/Week
Grab
E
Dissolved Oxygen
3/Week
Grab
E
TN (NO2 + NO3 + TKN)
Quarterly
Composite
E
Total Phosphorus
Quarterly
Composite
E
pH
Between 6.0 and 9.0 Standard Units
3/Week
Grab
E
Notes:
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 (85% removal).
3 Summer is defined as April 1— October 31; Winter defined as November 1— March 31.
THERE SHALL BE NO DISCHARGE OF FLOATING SOLIDS OR VISIBLE FOAM IN OTHER THAN TRACE
AMOUNTS.

PUBLIC NOTICE
STATE OF NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION/NPDES UNIT
1617 MAIL. SERVICE CENTER
RALEIGH, NC 27699-1617
NOTIFICATION OF INTENT TO ISSUE
A NPDES WASTEWATER PERMIT
Dn the 21, • Public ofthorough
92-500 staff and other lew awful nd standards af nd egC ulatioal ns,itthe
North Carolina Environmental Management; Commission proposes to issue
discharge NationalPollutant
tootthhespearson(Elimination
)li listed rbelowseffectivVe 45 days wastewater
from athe
publish date of this notice.
•
Bays afternthe publish dategofhthisronotice. All commen s acceptediuntilitc
that
date
eDirrectorrof thehNC' Division determinations
ter Qregarding
ality may decidestc
hold a public meeting for the proposed permit should the Division receive c
Significant degree of public interest. r . .
ddeterminethe
conditions presentinthe other
porting permi information
availablenupfile
on request
and payment of the costs of reproduction. Mail commentsaband/or drequest:
callltherPoint SourceeBrancch ato(919)1733-5083,Ielxtensioh520. Pleaseainclude
the so sDmaY also'tvisitm he Dii(attached) in Water Qua Quality atc512 N. ISaI sbury
p5tereet, Raleigh,NC 27604-1148 between the hours of 8:00 a.m. - 5:00 p.m. tc
Feview information on file.
s. the Town of Newland has applied for renewal of NPDES permit NC002185;
for
wastewaterTrout} the treatment facility
discharging
ver Basin. The facility ih s current's,
moonia-nitrogenisandrtotalpresidualnchlorinGD edaretcurrently Iwater6quality Am,
ited. This discharge may impact future allocation of the receiving stream.
Royal Oaks, Inc. (200 Golfwatch Road, Canfon, NC 28716) has applied for
%uj Haywood County.'tThisOfacilityfdischarges'treated domestic wastb WWTP
ater to
in
the
residual chlorine ands fecal colifoin the rmnare water quality Broad Riverlimiteduin the per
mit. This discharge may limit future allocations in the East Fork Pigeor
River.
NPDES Permit Number NC0025534, City of Hendersonville, Henderson
IVCountY, has applied for renewal of its permit for a facility dischargins
t treated domestic and industrial wastewater to Mud Creek in the .French
proad River Basin, Currently BODS, NH3, fecal caliform, dissolved oxy
pen, residual chlorine, lead, and other parameters are 'water quality lim•
ited. This discharge may affect future allocations in this portion of the re
teiving stream.
The City of Hendersonville (305 Williams Street, Hendersonville, NC 28793)
has applied for renewal of permit NC0042277 for its WTP in Hendersor
(LW County. This permitted facility discharges filter -backwash wastewater tc
Brandy Branch in the French Broad River Basin. Currently total residua
chlorine is water quality limited. This discharge may affect future alloca
tions In this portion of the Brandy Branch.
The Mitchell County
d f Education (72 Ledger Road, Bakersville, NC
'tied facility discharges treateddomes
Boar o u
28705) has applied for renewal of permit NC0066729 for the Tipto iil El.
ementarY School WWTP. This per
1 t,j) tic wastewater to: Raccoon Creek in the French Broad River.Basin. car• Section 1-597 of the General Statues of North
rently ammonia nitrogen, fecal coliform -and total residudl chlorine are wa•
ter quality limited. This discharge may affect future allocations inthis par Carolina.
lion of Raccoon Creek. -
The Mitchell County Board of Education (72 Ledger Road, Bakersville, NC
•
�,,\\ iehool has WWTP. Thisfor
permittedl of facility discharges3treatedhdomesticlwaste
e i.0 meter to Cranberry Branch in the. French Broad River Basin. Currently lgned this 23rd, Jarniar 2006
lmmonia nitrogen, fecal caliform 'and total residual chlorine are waters y
luality limited. This discharge may affect future allocations in this portior
>f the Cranberry Branch.
The 'll h applied for renewal of NPDES Permit
treatment plan locate
AFFIDAVIT OF PUBLICATION
BUNCOMBE COUNTY
SS.
NORTH CAROLINA
IQ O
b.)
Town of Bakersvi a as din Mitch
IC0025481 for the Bakersvilledischarges
wastewater
ill County. This permitted facility ditreated wastewater to CanEsi
:reek in the French Broad River Basin. Currently, total. residual chlorine is g
Neter quality limited. This discharge may affect future allocations in this
>ortion of the receiving stream. -
rhe Town of Spruce Pine (P.O. Box 189, Spruce Pine, NC 28777) has .appliec;worn to and subscribed before me the 23rd day of
for renewal of permit NC0082767 for its WTP in Mitchell' County, This per
mitted facility discharges filter -backwash wastewater in Beaver. Creek Ir
the FrenchBroad River Basin. Currently total residual chlorineis -water anuary 2006
Quality limited. This discharge may affect future allocations in this portlor
of Beaver Creek.
;The Town of Newland has applied for renewal of NPDES.permit NC0021857
for its wastewater treatment facility discharging to the North Toe River, c
C-Trout water. in the French Broad River Basin. The :facility is currently
mania-nidtrogenisandrtotalpresidualrchloriGD ne a ettcurently�water6qualiitty I m
iced. This discharge may impact future allocations of the receiving stream. 17c) 1
411
y Co mission expires the 3rd
'stuary 23, 2006
(1933) .
Before the undersigned, a Notary Public of said
County and State, duly commissioned, qualified and
authorized by law to administer oaths, personally
appeared Cassandra Lohr, who, being first duly
sworn, deposes and says: that she is the Legal
Billing Clerk of The Asheville Citizen -Times,
engaged in publication of a newspaper known as
The Asheville Citizen -Times, published, issued,
and entered as second class mail in the City of
Asheville, in said County and State; that she is
authorized to make this affidavit and sworn
statement; that the notice or other legal
advertisement, a true copy of which is attached
hereto, was published in The Asheville Citizen -
Times on the following date:January 23, 2006 in
which said notice, paper, document or legal
advertisement were published were, at the time of
each and every publication, a newspaper meeting all
of the requirements and qualifications of Section I-
597 of the General Statues of North Carolina and
was a qualified newspaper within the meaning of
2
ure
tary Pu
08.
of person making affi
avit)
c2AA
1)11
fl
PUBLIC v
zsi
,OMBr GL,so,•

MONITORING REPORT(MR) VIOLATIONS for:
Permit: NC0021857
Facility Name: %
MRs Between: 1-2002 and 12-2005 Region: %
Param Name: % County: '%
Report Date: 01/03/06 Page: 1 of 1
Violation Category: Limit Violation Program Category: NPDES WW
Subbasin: % Violation Action: %
PERMIT: NC0021857 FACILITY: Town of Newland - Newland WWTP
COUNTY: Avery REGION: Asheville
Limit Violation
MONITORING OUTFALL
REPORT / PPI LOCATION PARAMETER
03 - 2003 001 Effluent Flow, in conduit or thru treatment
plant
04 - 2003 001 Effluent Flow, in conduit or thru treatment
plant
09 - 2004 001 Effluent Flow, in conduit or thru treatment
plant
04 - 2005 001 Effluent pH
VIOLATION UNIT OF CALCULATED
DATE FREQUENCY MEASURE LIMIT VALUE VIOLATION TYPE VIOLATION ACTION
03/31/03 Continuous mgd 0.32 0.33 Monthly Average Exceeded No Action, BPJ
04/30/03 Continuous mgd 0.32 0.399 Monthly Average Exceeded No Action, BPJ
09/30/04 Continuous mgd 0.32 0.448 Monthly Average Exceeded No Action, BPJ
04/04/05 Weekly su 6 5.7 Daily Minimum Not Reached No Action, BPJ

TOWN OF NEWLAND
301 CRANBERRY STREET
PO Box 429
NEWLAND, NORTH CAROLINA 28657
October 26, 2005
OCT 3
Ms. Carolyn Bryant
NC DENR/DWQ/Point Source Branch
1617 Mail Service Center
Raleigh, NC 27699-1617
RE: Town of Newland
WWTP — NPDES Permit Renewal
NC0021857
V&M Project No. 30550-05
Dear Ms. Bryant:
The Town of Newland is requesting renewal of their NPDES Permit. We are enclosing three (3)
sets of the complete application forms and three (3) sets of the sludge management plan for your
review and approval.
No major modifications have been done to the WWTP and headworks since the issuance of the
last permit.
Sincerely,
TOWN OF NEWLAND
Beatrice Daniels, Mayor
BD/msg
Enclosures

FACILITY NAME AND PERMIT NUMBER:
Newland WWTP. NC 0021857
FORM
2A
NPDES
PERMIT ACTION REQUESTED:
Renewal
RIVER BASIN:
French Broad
NPDES FORM 2A APPLICATION OVERVIEW
APPLICATION OVERVIEW
Form 2A has been developed in a modular format and consists of a "Basic Application Information" packet
and a "Supplemental Application Information" packet. The Basic Application Information packet is divided
into two parts. All applicants must complete Parts A and C. Applicants with a design flow greater than or
equal to 0.1 mgd must also complete Part B. Some applicants must also complete the Supplemental
Application Information packet. The following items explain which parts of Form 2A you must complete.
BASIC APPLICATION INFORMATION:
A. Basic Application Information for all Applicants. All applicants must complete questions A.1 through A.8. A treatment works
that discharges effluent to surface waters of the United States must also answer questions A.9 through A.12.
B Additional Application Information for Applicants with a Design Flow 0.1 mgd. All treatment works that have design flows
greater than or equal to 0.1 million gallons per day must complete questions B.1 through B.6.
C Certification. All applicants must complete Part C (Certification).
SUPPLEMENTAL APPLICATION INFORMATION:
D Expanded Effluent Testing Data. A treatment works that discharges effluent to surface waters of the United States and meets -
one or more of the following criteria must complete Part D (Expanded Effluent Testing Data):
1. Has a design flow rate greater than or equal to 1 mgd,
2. Is required to have a pretreatment program (or has one in place), or
3. Is otherwise required by the permitting authority to provide the information.
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 (SlUs) or receives RCRA or CERCLA wastes must complete Part F (Industrial User Discharges
and RCRA/CERCLA Wastes). SlUs 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:
Newland WWTP, NC 0021857
PERMIT ACTION REQUESTED:
Renewal
RIVER BASIN:
French Broad
BASIC APPLICATION INFORMATION
PART A. BASIC APPLICATION INFORMATION FOR ALL APPLICANTS:
All treatment works must complete questions A.1 through A.8 of this Basic Application Information Packet.
A.1. Facility Information.
Facility Name Town of Newland WWTP
Mailing Address Town of Newland
P.O. Box 429. Newland, NC 28652
Contact Person Cecil L. Lewis
Title Public Works Administrator
Telephone Number [phone]
Facility Address Cow Camp Road (SR 1117)
(not P.O. Box) approximately 0.2 miles west of Old Toe River Road (SR 1157)
A.2. Applicant Information. If the applicant is different from the above, provide the following:
Applicant Name Town of Newland
Mailing Address P.O. Box 429
Newland, NC 28657
Contact Person Beatrice Daniels
Title Mayor
Telephone Number [phone]
Is the applicant the owner or operator (or both) of the treatment works?
® owner ® operator
Indicate whether correspondence regarding this permit should be directed to the facility or the applicant.
0 facility Z 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 0021857 PSD N.A.
UIC N.A. Other N.A.
RCRA N.A. Other N.A.
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 Newland 800 Separate Municipal
Total population served 800
EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22.
Page 2 of 22

FACILITY NAME AND PERMIT NUMBER:
Newland WWTP, NC 0021857
PERMIT ACTION REQUESTED:
Renewal
RIVER BASIN:
French Broad
A.5. Indian Country.
a. Is the treatment works located in Indian Country?
❑ Yes 0 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 0 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'h month of "this year" occurring no more than three months prior to this application submittal.
a. Design flow rate 0.32 mgd
b. Annual average daily flow rate
c. Maximum daily flow rate
Two Years Ago
Last Year This Year
0.202 0.228 0.240
0.887 0.831 0.409
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.
LD Separate sanitary sewer 100
O 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.? 0 Yes ❑ No
If yes, list how many of each of the following types of discharge points the treatment works uses:
i. Discharges of treated effluent
ii. Discharges of untreated or partially treated effluent
iii. Combined sewer overflow points
iv. Constructed emergency overflows (prior to the headworks)
v. Other
1
0
0
0
N.A. 0
b. Does the treatment works discharge effluent to basins, ponds, or other surface impoundments
that do not have outlets for discharge to waters of the U.S.? ❑ Yes
If yes, provide the following for each surface impoundment:
Location: N.A.
O No
Annual average daily volume discharge to surface impoundment(s)
Is discharge ❑ continuous or ❑ intermittent?
c. Does the treatment works land -apply treated wastewater?
If yes, provide the following for each land application site:
Location: N.A.
N.A.
O Yes
mgd
0 No
Number of acres: N.A.
Annual average daily volume applied to site:
Is land application
N.A. mgd
0 continuous or ❑ intermittent?
d. Does the treatment works discharge or transport treated or untreated wastewater to another
treatment works?
❑ Yes 0 No
EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22. Page 3 of 22

FACILITY NAME AND PERMIT NUMBER:
Newland WWTP, NC 0021857
PERMIT ACTION REQUESTED:
Renewal
RIVER BASIN:
French Broad
e.
If yes, describe the mean(s) by which the wastewater from the treatment works is discharged or transported to the other treatment works
(e.g., tank truck, pipe).
N.A.
If transport is by a party other than the applicant, provide:
Transporter Name N.A.
Mailing Address
Contact Person
Title
Telephone Number ( )
For each treatment works that receives this discharge, provide
the following:
Name N.A.
Mailing Address
Contact Person
Title
Telephone Number ( )
If known, provide the NPDES permit number of the treatment works
Provide the average daily flow rate from the treatment works into
Does the treatment works discharge or dispose of its wastewater
in A.8. through A.8.d above (e.g., underground percolation, well
If yes, provide the following for each disposal method:
that receives this discharge N.A.
the receiving facility. N.A. mgd
in a manner not included
injection): 0 Yes ® No
Description of method (including location and size of site(s) if applicable):
N.A.
Annual daily volume disposed by this method: N.A.
Is disposal through this method ❑ continuous or 0 intermittent?
EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22.
Page 4 of 22

FACILITY NAME AND PERMIT NUMBER:
Newland WWTP, NC 0021857
PERMIT ACTION REQUESTED:
Renewal
RIVER BASIN:
French Broad
WASTEWATER DISCHARGES:
If you answered "Yes" to question A.8.a, complete questions A.9 through A.12 once for each outfall (including bypass points) through
which effluent is discharged. Do not include information on combined sewer overflows in this section. If you answered "No" to question
A.8.a, go to Part B, "Additional Application Information for Applicants with a Design Flow Greater than or Equal to 0.1 mgd."
A.9. Description of Outfall.
a. Outfall number 001
b. Location Town of Newland 28657
(City or town, if applicable) (Zip Code)
Avery North Carolina
(County) (State)
36° 05' 20" N 81° 56' 27" W
(Latitude) (Longitude)
c. Distance from shore (if applicable) N.A. ft.
d. Depth below surface (if applicable) N.A. ft.
e. Average daily flow rate 0.240 mgd
f. Does this outfall have either an intermittent or a periodic discharge? D Yes © No (go to A.9.g.)
If yes, provide the following information:
Number f times per year discharge occurs: N.A.
Average duration of each discharge: N.A.
Average flow per discharge: N.A. mgd
Months in which discharge occurs: N.A.
g. Is outfall equipped with a diffuser? ❑ Yes ® No
A.10. Description of Receiving Waters.
a. Name of receiving water North Toe River
b. Name of watershed (if known) Unknown
United States Soil Conservation Service 14-digit watershed code (if known):
c. Name of State Management/River Basin (if known): French Broad, Subbasin 040306
United States Geological Survey 8-digit hydrologic cataloging unit code (if known):
d. Critical low flow of receiving stream (if applicable)
acute
7010 Flow = 3.3 cfs
Unknown
Unknown
chronic N.A. cfs
e. Total hardness of receiving stream at critical low flow (if applicable): N.A. 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:
Newland WWTP, NC 0021857
PERMIT ACTION REQUESTED:
Renewal
RIVER BASIN:
French Broad
A.11. Description of Treatment
a. What level of treatment are provided? Check all that apply.
® Primary ® Secondary
❑ Advanced 0 Other. Describe:
b. Indicate the following removal rates (as applicable):
Design BOD5 removal or Design CBOD5 removal 90
Design SS removal 90 %
Design P removal N.A. TO
Design N removal 30
Other N.A. N.A. %
c. What type of disinfection is used for the effluent from this outfall? If disinfection varies by season, please describe:
Chlorination — Contact chamber
If disinfection is by chlorination is dechiorination used for this outfall? El Yes ❑ No
Does the treatment plant have post aeration? 0 Yes El No
A.12. Effluent Testing Information. All Applicants that discharge to waters of the US must provide effluent testing data for the following
Provide the indicated effluent testing required by the permitting authority for each outfall through which effluent is
parameters.
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 QA/QC requirements for standard methods for analytes not addressed by 40 CFR Part 136. At a
minimum, effluent testing data must be based on at least three samples and must be no more than four and one-half years apart.
Outfall number: 001
MAXIMUM DAILY VALUE
AVERAGE DAILY VALUE
PARAMETER
Value
Units
Value
Units
Number of Samples
pH (Max
p (Maximum)
6.8
s.u.
_.__
—
/////l///////A
Flow Rate
0.443
MGD
0.221
MGD
62
Temperature (Winter)
10
°C
8
°C
61
Temperature (Summer)
22
°C
19.5
°C
86
* For pH please report a minimum and a maximum daily value
MAXIMUM DAILY
DISCHARGE
AVERAGE DAILY DISCHARGE
ANALYTICAL
MUMDL
POLLUTANT
Conc.
Units
Conc.
Units
Number of
Samples
METHOD
CONVENTIONAL AND NON CONVENTIONAL COMPOUNDS
BIOCHEMICAL OXYGEN
BOD5
10.4
mg/L
4.63
mg/L
13
SM5210B
30-45
DEMAND (Report one)
CBOD5
N/A
N/A
N/A
N/A
N/A
N/A
N/A
FECAL COLIFORM
10
#100 ml
1.3
#100 ml
13
SM9222D
200/400
TOTAL SUSPENDED SOLIDS (TSS)
8
mg/L
3.7
mg/L
13
SM2540D
30-45
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:
Newland WWTP, NC 0021857
PERMIT ACTION REQUESTED:
Renewal
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 rate a 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
40.000 gpd
day that flow into the treatment works from inflow and/or infiltration.
infiltration.
Project.
Briefly explain any steps underway or planned to minimize inflow and
None. The Town just completed a 10,000 LF Rehabilitation
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'/4 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 redundancy 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? E 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: Operation. sampling and analysis of wastewater samples and monitoring.
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.
001
b. Indicate whether the planned improvements or implementation schedule are required by local, State, or Federal agencies.
Z Yes ❑ No
EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22.
Page 7 of 22

FACILITY NAME AND PERMIT NUMBER:
Newland WWTP, NC 0021857
PERMIT ACTION REQUESTED:
Renewal
RIVER BASIN:
French Broad
c. If the answer to B.5.b is "Yes," briefly describe, including new maximum daily inflow rate (if applicable .
Plant upgrades and expansion to 0.6 MGD
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
Construction plans have been approved.
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
O No
01 / 01 / 2006 / /
03 / 01 / 2007 / /
03 / 01 / 2007 / /
03 / 01 / 2007 / /
Federal/State requirements been obtained? © Yes
The project is under the Bidding Phase.
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: 001
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)
0.88
mg/L
0.29
mg/L
13
SM4500NH3F
6.00
CHLORINE (TOTAL
RESIDUAL, TRC)
<15
ug/L
<15
uglL
24
SM4500CL6
28.0
DISSOLVED OXYGEN
N/A
N/A
N/A
N/A
N/A
N/A
N/A
TOTAL KJELDAHL
NITROGEN (TKN)
11.73
mg/L
8.33
mg/I
4
SM4500NORGB
N/A
NITRATE PLUS NITRITE
NITROGEN
N/A
N/A
N/A
N/A
N/A
N/A
NIA
OIL and GREASE
N/A
N/A
N/A
N/A
N/A
N/A
N/A
PHOSPHORUS (Total)
1.56
mg/L
1.24
mg!L
3
SM4500PB
N/A
TOTAL DISSOLVED SOLIDS
(TDS)
N/A
N/A
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:
Newland WWTP, NC 0021857
PERMIT ACTION REQUESTED:
Renewal
RIVER BASIN:
French Broad
BASIC APPLICATION INFORMATION
PART C. CERTIFICATION
All applicants must complete the Certification Section. Refer to instructions to determine who is an officer for the purposes of this
certification. All applicants must complete all applicable sections of Form 2A, as explained in the Application Overview. Indicate below which
parts of Form 2A you have completed and are submitting. By signing this certification statement, applicants confirm that they have reviewed
Form 2A and have completed all sections that apply to the facility for which this application is submitted.
Indicate which parts of Form 2A you have completed and are submitting:
I] Basic Application Information packet Supplemental Application Information packet:
D Part D (Expanded Effluent Testing Data)
0 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 W. Daniels.elMayor
Beatrice
/%
Signature �(/.0.G -C/�- .�Yr.Z.� -,-&- J
Telephone number [phone]
Date signed /0 - ,9 7 '" U
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 Fomi 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22. Page 9 of 22

NPDES PERMIT PART B.3
Additional Application Information
Brief Narrative Description
The Headworks pump station receives sanitary flow from the Town of Newland's
collection system. The headworks include a comminutor, an emergency bypass manually cleaned
coarse bar screen, and a pump station equipped with three single speed pumps. Wastewater from
the headworks pump station is pumped into the WWTP via a 10 inch force main. The plant is
located approximately 3,000 ft away from the Headworks PS.
Pumped flow from the headworks pump station enters a flow distribution box to divert
flow to the two pre-engineered contact stabilization activated sludge units. A flowmeter is
available at the flow distribution box to record influent flow. Each contact stabilization unit has a
treatment capacity of 160,000 gallons per day and consists of an aeration basin, a secondary
clarifier and an aerobic digester.
Effluent from the secondary clarifier flows into a chlorine contact basin for disinfection.
The disinfected water is de -chlorinated with sulfur dioxide and then released into the North Toe
River via the outlet/headwall structure. Effluent flow is recorded at the chlorine contact basin.
Wasted sludge from the secondary clarifier is stored in the aerobic digester basins. Once
stabilized, the sludge is either pumped and hauled to Boone's WWTP or placed on the existing
sludge drying beds. Cake sludge from the drying beds is periodically disposed into the landfill.
Project #30550-05 10/05 Page 1

RAW WASTEWATER FROM
THE TOWN OF NEWI.AND
EXISTING
Y.H.
0.23 M6I
k:.
HEADWORKS
BAR SCREEN
AND
COMMINUTOR
=o,Z3 M6.�
DECHLORINATION
CHAMBER
AND
EFFLUENT
FLOIMETER
CHLORINE
CONTACT
BASIN
= o_a3t46
HEADWORKS
PUMP
STATION
FLOW
SPLI7TER
BOX/METER
MODULAR
TREATMENT
UNIT j1
S
y" 0
9 0 0 r
MODULAR
TREATMENT
UNIT / 2
% SLUDGE
HOLDING
TANK__""
n
Q�o.L3 M6i,
0-1161%16P
EXISTING PROCESS FLOW DIAGRAM
SLUDGE
DRYING
BEDS
CAKE SLUDGE TO
DISPOSAL
I)
M
M
C3'
SUPERNATANT
PUMP
STATION
C6

SLUDGE CRYING BEDS
9' PPS
INV. 3592.
tee
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CONCRETE HEADWALL
(PLANT OUTFALL)
NOTES;
1. THE INFORMATION SHOWN WAS OBTAINED
FROM AN ACTUAL FIELD SURVEY BY VAUGHN &
MELTON INC. NC ON 3-17-1999.
2. THE EXISTING CONTOUR INTERVAL 15 TWO (2) FEET.
3. THE BENCHMARK (BM-1) 15 I' REBAR W/CAP
NEAR OLD TOE RIVER ROAD C1
WITH AN ELEVATION OF 3625.66v
4. 100 YEAR FL000 ELEVATION - 3574.00'
1 M.
V.
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CHAIN UNK FENCE
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----------------------------
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63
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+ 5NA
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WATER VALVE
- ELECTRIC MANHOLE
- SANITARY MANHOLE
- CLEAN OUT
- SPOT ELEVATION
- CATCH BASIN
- DOWN SPOUT
- CONCRETE AREA
- GATE
- SEWER VALVE
ohlicirresoor.o. Kentucky 40965
77,1
(roe) ass-ee0o
•Ge•een e; le, Tenn -0277 r 377�3
Prime: pail e39-0n1
As Pnen91 .(7D.1) 253279611no 28801
u-t.3.1..\jJ-1col&C3SL tco
TOWN OF NEWLAND WWTP
EXISTING WWTP
NPDES # NC0021857
SCALD NTS
IDRAVN Bn LCF
FIG. 2J
U by.
I Dote. ID/01/01 IPRO.)ECT N7 39901-01 KS6
1 C0Pyri2Ht 0 2002 Vaughn 4 Anton M1 99ots Reserved

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0Greeneville, Tennessee 37743
Phone, [phone]
0 Asheville, North Carolina. 28901
Phan.. [phone]
CtucroCanZl3g111com
Town of Newland WWTP
Facility Location Map (Newland Quad)
NPDES #NC0021857
SCALE. As Noted
BRAWN BY. USGS
CH(11 BY, •SHEET,
NA Fig. 1 1
DATE 08/13/02
PROJECT NEU 29901-01

TOWN OF NEWLAND
WASTEWATER TREATMENT PLANT
SLUDGE MANAGEMENT PLAN
The Town of Newland owns and operates a 0.32 MGD WWTP. The WWTP consists of
two (2) pre-engineered contact stabilization treatment units and other supporting facilities. The
two modular contact stabilization tanks have two 18' diameter clarifiers that remove sludge from
the activated sludge mixed liquor in the contact basins.
Secondary sludge is stored in two (2) 80,000-gallon aerobic digesters equipped with
diffused aeration. Thickened sludge is accumulated in the aerobic digesters over extended
periods of time. Supernatant is released from the top of the aerobic digesters prior to the addition
of green sludge.
Approximately every three (3) months, thickened sludge is pumped and hauled out of the
digester basins into the Town of Boone's WWTP. Approximately 10,000 gallons are pumped per
interval. The annual average quantity is 40,000 gallons of digested sludge. Once a year, the
sludge that accumulates in the aeration basin (contact chamber) is drained via the sludge holding
tank and into the sludge drying beds available for dewatering. The WWTP has ten (10) drying
beds (20' long x 15' wide) equipped with sand and gravel bedding.
It is estimated that approximately 5,000 gallons of contact chamber sludge is released
into the drying beds per year weather permitting. Drainage from the sand drying beds is collected
in the supernatant/drain pump station and pumped to the head of the plant.
It is estimated that approximately 8,000 lbs of cake sludge are generated per year. The
cake sludge is periodically collected, hauled and disposed to a sanitary landfield.
TOWN OF NEWLAND
f-td ‘1,8)-t-ec,e,&
Beatrice Daniels, Mayor
Project #30550-05 10/05 Page 1

FACT SHEET FOR EXPEDITED RENEWAL
Permit Number
NC0021 g Si
Facility Name
Iown s.�
eU lott)
Reviewer
I\a W e II
Basin/Sub-basin
p'+030 b
Receiving Stream
Nor f I "re
Gies -
Stream Classification in permit
C Trout'
Stream Classification in BIMS
Is the stream impaired (listed on 303(d))?
1
Is stream monitoring required?
N
Do they need NH3 limit(s)?
Y
Do they need TRC limit(s)?
Y
Do they have whole -effluent toxicity testing?
N
Are there special conditions?
P f
Existing Expiration Date
£/0( Y100
Proposed Expiration Date
a/2/,io /1
Miscellaneous Comments:
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If expedited, is this
ermit or a more difficult one?