NC0025321_Permit Issuance_20020311

NPDES DOCUHENT SCANNING COVER SHEET
NC0025321
Waynesville WWTP
NPDES Permit:
Document Type: '
Permit Issuance \
j
Wasteload Allocation
Authorization to Construct (AtC)
Permit Modification
Speculative Limits
Correspondence
Instream Assessment (67B)
Environmental
Assessment (EA)
Permit
History
Document Date:
March 11, 2002
This document is printed on reuse paper - ignore any
contemt on the reYerste side

AriA
NCDENR
Mr. Frederick L. Baker, P.E.
Town of Waynesville
16 South Main Street
Waynesville, North Carolina 28786
Dear Mr. Baker:
Michael F. Easley
Governor
William G. Ross, Jr., Secretary
North Carolina Department of Environment and Natural Resources
Gregory J. Thorpe, Ph.D., Acting Director
Division of Water Quality
March 11, 2002
Subject: Issuance of NPDES Permit
Permit NC0025321
Town of Waynesville WWTP
Haywood County
Division personnel have reviewed and approved your application for renewal of the subject permit.
Accordingly, we are forwarding the attached NPDES discharge permit. This permit is issued pursuant to
the requirements of North Carolina General Statute 143-215.1 and the Memorandum of Agreement
between North Carolina and the U.S. Environmental Protection Agency dated May 9, 1994 (or as
subsequently amended).
The following changes were made from your draft permit:
• The mercury, copper, zinc, and nickel sample types were changed to composite. The
sample type listings as grab in the draft permit were in error.
• Under "Effluent Characteristics" in the effluent limits pages, cadmium, cyanide,
mercury, copper, nickel, and zinc are now listed as "total" metals. Please note that this
does not in any way change the analytical methods currently used at your facility. This
is merely a re -wording to comply with 40 CFR.
If any parts, measurement frequencies or sampling requirements contained in this permit are
unacceptable to you, you have the right to an adjudicatory hearing upon written request within thirty (30)
days following receipt of this letter. This request must be in the form of a written petition, conforming to
Chapter 150B of the North Carolina General Statutes, and filed with the Office of Administrative Hearings
(6714 Mail Service Center, Raleigh, North Carolina 27699-6714). Unless such demand is made, this
decision shall be final and binding.
Please note that this permit is not transferable except after notice to the Division. The Division
may require modification or revocation and reissuance of the permit. This permit does not affect the legal
requirements to obtain other permits which may be required by the Division of Water Quality or permits
required by the Division of Land Resources, the Coastal Area Management Act or any other Federal or
Local governmental permit that may be required.
If you have any questions concerning this permit, please contact Natalie Sierra at telephone
number [phone], extension 551.
cc: Central Files
Asheville Regional Office/Water Quality Section
NPDES Unit
Aquatic Toxicology Unit
Technical Assistance & Certification Unit
N. C. Division of Water Quality / NPDES Unit
1617 Mail Service Center, Raleigh, NC 27699-1617
Internet: h2o.enr.state.nc.us
Sincerely,
Original Signed By
David A. Goodrich
Gregory J. Thorpe, Ph.D.
Phone: [phone]
fax: [phone]
DENR Customer Service Center: 1 800 623-7748

Permit No. NC0025321 -
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
e
• PERMIT
TO DISCHARGE WASTEWATER UNDER THE
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
In compliance with the provision of North Carolina General Statute 143-215.1,. other lawful standards and
regulations promulgated and adopted by the North Carolina Environmental Management Commission, and the
Federal Water Pollution Control Act, as amended, the
Town of Waynesville
is hereby authorized to discharge wastewater from a facility located at the
Waynesville Wastewater Treatment Plant
300 Walnut Trail
Waynesville
Haywood County
to receiving waters designated as the Pigeon 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, 2002.
This permit and the authorization to discharge shall expire at midnight on January 31, 2006
Signed this day March 11, 2002.
Original Signed By
David A. Goodrich
Gregory J. Thorpe, PhD., Acting Director
Division of Water Quality
By Authority of the Environmental Management Commission

Permit No. NC0025321
SUPPLEMENT TO PERMIT COVER SHEET
The Town of Waynesville is hereby authorized to:
1. Continue to operate an existing 6.0 MGD wastewater treatment facility consisting of a
bar screen, grit removal, dual primary clarifiers, primary lift station, four aeration basins
with coarse air diffusion, two secondary clarifiers with return sludge, effluent
chlorination, instrumented flow measurement, standby power, a primary sludge gravity
thickener, a ,econdary sludge gravity thickener, a gas mixed floating cover anaerobic
digester, belt Filter press and sludge stabilization equipment. This wastewater treatment
facility is located at the Waynesville Wastewater Treatment Plant (300 Walnut Trail,
Waynesville) i}z Haywood County.
2. Discharge wastewater from said treatment works at the location specified on the
attached mad into the Pigeon River which is classified Class C waters in the French
Broad River Basin.

NC0025321 - Town of Waynesville WWTP
Latitude:
Longitude:
Ouad #:
Stream Classz
Receiving Stream:
Permitted Flow:
35°33'02"
82°56'58"
E7SW/Clyde, NC
C
Pigeon River
6.0 MGD
Sub -Basin:
Cot_invi
Map not to scale
04-03-05
Haywood
Town of Waynesville
NC0025321
Waynesville WWTP

Permit No. NC0025321
A (1). EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS - FINAL
During the period beginning on the effective date of the permit and lasting until expiration, the permittee is
authorized to discharge from outfall(s) serial number 001. Such discharges shall be limited and monitored by
the Permittee as specified below:
LIMITS
MONITORING REQUIREMENTS
EFFLUENT
CHARACTERISTICS
Monthly
Average
Weekly '
Average '
Daily
Maximum
Measurement
Frequency
Sample
Type
Sample
Location'
Flow
6.0 MGD
Continuous
Recording
I or E
BOD, 5-day, 20°C2 2
30.0 mg/1
45.0 mg/1
Daily
Composite
E,I
TSS2
30.0 mg/1
45.0 mg/1
Daily
Composite
E,I
NH3-N
Daily
Composite
E
Dissolved Oxygen
1
Grab
U,D1
Dissolved Oxygen3
Daily
Grab
E
Fecal Coliform (geometric
mean)
200/100 ml
400/100 ml
Daily
Grab
E
Temperature
1
Grab
U,D1
Temperature
Daily
Grab
E
Total Residual Chlorine
Daily
Grab
E
Total Nitrogen
, Quarterly
Composite
E
Total Phosphorus
Quarterly
Composite
E
Chronic Toxicity4
Quarterly
Composite
E
Cyanide5
22 ug/1
Weekly
Grab
E
Total Cadmium
22 ug/1
15 ug/1
Weekly
Composite
E
Total Mercury6
0.135 ug/1
Weekly
Composite
E
Total Copper
2/month
Composite
E
Total Zinc
2/month
Composite
E
Total Nickel I
280 ug/1
261 ug/1
Weekly
Composite
E
pH7
Daily
Grab
E
Notes:
1
Sample locations: E - Effluent, I - Influent, U - Upstream at NCSR 1108, D - Downstream at a) NCSR 2424 and b)
NCSR 564. Instream monitoring shall be grab samples taken 3/wk (Jun -Sep) and 1/wk (Oct -May).
2 The monthly average effluent BOD5 and Total Suspended Solids concentrations shall not exceed 20% of the
respective influent value (80% removal).
The daily average dissolved oxygen effluent concentration shall not be less than 6.0 mg/1.
4 Chronic Toxicity (Ceriodaphnia), P/F, 9%; February, May, August, and November; See Part A. (2.).
5 The quantitation eve' for cyanide is 10.0 ug/1. If the measured levels of cyanide are below the detection limit, then
the measurement is considered to be zero for purposes of compliance evaluation only. - A North -Carolina -certified
laboratory shoul continue to report all cyanide values detected, even if these values are below the Division's specified
quantitation level of 10 ug/L.
6 The detection t for mercury is 0.2 ug/1. If the measured levels of mercury are below the detection limit, then the
measurement is considered to be zero for purposes of compliance evaluation only. A North Carolina certified
laboratory should continue to report all levels detected, even if these levels are below 0.2 ug/L.
7 The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units.
There shall be no discharge of floating solids or visible foam in other than trace amounts.

Permit No. NC0025321
A (2). CHRONIC TOXICITY PASS/FAIL PERMIT LIMIT
The effluent discharge shall at no time exhibit observable inhibition of reproduction or significant mortality to
Ceriodaphnia dubia at an effluent concentration of 9%.
The permit holder shall perform at a minimum, quarterly monitoring using test procedures outlined in the "North Carolina
Certodaphnia Chronic Effluent Bioassay Procedure," Revised February 1998, or subsequent versions or "North Carolina
Phase II Chronic Whole Effluent Toxicity Test Procedure" (Revised -February 1998) or subsequent versions. The tests will
be performed during the months of February, May, August and November. Effluent sampling for this testing shall be
performed at the`NPDES permitted final effluent discharge below all treatment processes.
If the test procedure performed as the first test of any single quarter results in a failure or ChV below the permit
limit, then multiple -concentration testing shall be performed at a minimum, in each of the two following months
as described in "North Carolina Phase II Chronic Whole Effluent Toxicity Test Procedure" (Revised -February 1998)
or subsequent versions.
The chronic value for multiple concentration tests will be determined using the geometric mean of the highest
concentration having no detectable impairment of reproduction or survival and the lowest concentration that
does have a detectable impairment of reproduction or survival. The definition of "detectable impairment,"
collection methods, exposure regimes, and further statistical methods are specified in the "North Carolina Phase
II Chronic Whole Effluent Toxicity Test Procedure" (Revised -February 1998) or subsequent versions.
All toxicity testing results required as part of this permit condition will be entered on the Effluent Discharge Monitoring
Form (MR-1) for the months in which tests were performed, using the parameter code TGP3B for the pass/fail results and
THP3B for the Chronic Value. Additionally, DWQ Form AT-3 (original) is to be sent to the following address:
Attention: North Carolina Division of Water Quality
Environmental Sciences Branch
1621 Maid Service Center
Raleigh, North Carolina 27699-1621
Completed Aquatic Toxicity Test Forms shall be filed with the Environmental Sciences Branch no later than 30 days after
the end of the reporting period for which the report is made.
Test data shall be complete, accurate, include all supporting chemical/physical measurements and all
concentration/response data, and be certified by laboratory supervisor and ORC or approved designate signature. Total
residual chlorine of the effluent toxicity sample must be measured and reported if chlorine is employed for disinfection of
.the waste stream.
Should there be no discharge of flow from the facility during a month in which toxicity monitoring is required, the
permittee will complete the information located at the top of the aquatic toxicity (AT) test form indicating the facility name,
permit number, pipe number, county, and the month/year of the report with the notation of "No Flow" in the comment
area of the form. The report shall be submitted to the Environmental Sciences Branch at the address cited above.
Should the permittee fail to monitor during a month in which toxicity monitoring is required, monitoring will be required
during the following month.
Should any test data from this monitoring requirement or tests performed by the North Carolina Division of Water Quality
indicate potential impacts to the receiving stream, this permit may be re -opened and modified to include alternate
monitoring requirements or limits.
NOTE: Failure to achieve test conditions as specified in the cited document, such as minimum control organism survival,
minimum control organism reproduction, and appropriate environmental controls, shall constitute an invalid test and will
require immediate follow-up testing to be completed no later than the last day of the month following the month of the
initial monitoring.

UNITED STATES ENVIRONMENTAL PROTECTION AGENCY
REGION 4
ATLANTA FEDERAL CENTER
61 FORSYTH STREET
ATLANTA, GEORGIA 30303-8960
FEB 02002
Ms. Natalie Sierra
North Carolina Department of Environment and
Natural Resources
Division of Water Quality
NPDES Unit
1617 Mail Service Center
Raleigh, NC 27699-1617
- w?..TER Cl At.1TY
SUBJ: NPDES Permit for City of Waynesville
Permit No. NC0025321
Dear Ms. Sierra:
In accordance with the EPA/NCDENR MOA, we have completed review of the permit
referenced above. Based on specifying metals as "total" and sampling for metals as composites,
we have no objections to the proposed permit conditions. We request that we be afforded an
additional review opportunity only if significant changes are made to the permit prior to issuance
or if significant comments to the permit are received. Otherwise, please send us one copy of the
final permit when issued.
If you have any questions, please call Mr. Marshall Hyatt at [phone].
Sincerely,
J. Scott Gordon, Chief
Permits, Grants and Technical Assistance Branch
Water Management Division
Internet Address (URL) • http://www.epa.gov
Recycled/Recyclable • Printed with Vegetable ON Based Inks on Recycled Paper (Minimum 30% Poslconsumer)

Re: comments on NC0025321 - C
ty of Waynesville WWTP
Subject: Re: comments on NC0025321 - City of Waynesville WWTP
Date: Wed, 20 Feb 2002 14:22:45 -0500
From: [e-mail]
To: Natalie Sierra <[e-mail]>
CC: [e-mail], [e-mail], [e-mail]
thanks for the quick and detailed reply. I'm satisfied with your
responses. I will send a no comment letter. see you next week.
Marshall
1 of 1 2/20/02 2:40 PM

Re: comments on NC0025321 - C
ty of Waynesville WWTP
Subject: Re: comments on NC0025321 - City of Waynesville WWTP
Date: Wed, 20 Feb 2002 13:55:04 -0500
From: Natalie Sierra <[e-mail]>
Organization: NC DENR DWQ
To: H, [e-mail]
CC: E [e-mail], [e-mail]
Marshall,
The responses
1. The analyt
5 ug/L. Non-d
elow correlate to the questions you sent out:
cal method used for arsenic resulted in a detection limit of
tects were reported as <5 ug/L.
2. The facilitiy does not monitor for Be, Fl, Fe, MBAS, PCB, Ag, Se, TDS,
turbidity. Since this permit, I've been deleting those parameters from the
summary sheet for which the facility does not monitor.
3. You are correct, Hg, Cu, Zn, Ni should be composites.
4. The weekly average and daily max values for Cd and Ni were not mixed
up. Weekly av rage values are based on chronic criteria, while daily max
values are based on acute criteria. When a facility has a low IWC
(Waynesville's is 9%), the result can sometimes be a higher chronic than
acute value, resulting in a higher weekly average than daily max. If the
weekly average is *significantly* higher than the daily max, then we
eliminate this limit and leave only the daily max in there. If they are
close, we keep them in. Under our new compliance system, one can violate a
daily max (and get a notice of violation) but it is still possible then to
take more samples and be compliant with the weekly average (alternatively,
if the facility is severely out of compliance, having the two limits in
there gives them more incentive to identify the cause of the failure).
5. Yes, total metals will be in the final permit.
Let me know if you have any other questions,
Natalie
[e-mail] wrote:
> 1. For As, the summary DMR sheets showed zeros for many of the months.
> Just wanted to make sure that a sufficiently sensitive analytical method
> was used.
2. On the RPA analysis printout, the max pred Cw for
PCB, Ag, Se, TDS, turbidity was "#DIV/0! ", instead of
I assume the value that is supposed to be there shows
these parameters.
3. In the pe
Shouldn't all
4. Were the
mixed? It s
the weekly av
weekly avg
it, why are Hg, Cu, Zn, Ni grabs
these be composites?
eeky avg and daily max values for
ems strange to see the daily maxs as more stringent than
rage. If that's what you meant, it's ok with me, but the
it seems superfluous for these instances.
Be, F1, Fe, MBAS,
a numeric value.
there's no RP for
while Cd is a composite?
Cd and Ni inadvertently
5. Based on our agreement with Dave, it's my understanding that all
metals will be expressed as total.
DNatalie.Sierra.vcf
Name: Natalie.Sierra.vcf
Type: VCard (text/x-vcard)
Encoding: 7bit
Description: Card for Natalie Sierra
1 of 1 2/20/02 3:28 PM

comments on NC0025321 - City of Waynesville WWTP
Subject: comments on NC0025321 - City of Waynesville WWTP
Date: Tue, 19 Feb 2002 10:11:13 -0500
From: [e-mail]
To: [e-mail]
CC: [e-mail], [e-mail], [e-mail]
1. For As, the summary DMR sheets showed zeros for many of the months.
Just wanted to make sure that a sufficiently sensitive analytical method
was used. 5
2. On the RPA analysis printout, the max pred Cw for Be, Fl, Fe, MBAS,
PCB, Ag, Se, TDS, turbidity was "#DIV/0!", instead of a numeric value. b
I assume the value that is supposed to be there shows there's no RP for
these parameters.
3. In the permit, why are Hg, Cu, Zn, Ni grabs while Cd is a composite?
Shouldn't all these be composites? 16
4. Were the weeky avg and daily max values for Cd and Ni inadvertently
mixed? It seems strange to see the daily maxs as more stringent than
the weekly average. If that's what you meant, it's ok with me, but the
weekly avg limit seems superfluous for these instances.
5. Based on our agreement with Dave, it's my understanding that all
metals will be expressed as total. CS
1 of 1 2/19/02 12:03 PM

440
Legals
450
Lost and Found
PUBLIC NOTICE
STATE OF
NORTH CAROLINA
ENVIRONMENTAL
MANAGEMENT
COMMISSION/
NPDES UNIT
1617MAILSERVICE
CENTER
RALE I G H, NC 27699-1617
NOTIFICATION
OF INTENT TO
ISSUE A NPDES
WASTEWATER PERMIT
On the basis of thorough
staff review and appli-
cation of NC General
Statutes 14321. Public law
92-500 and other lawful
standards and regulations,
the North Carolina Envi-
ronn ei tal Management
Commission proposes to
issue a National Pollut-
ant Discharge Elimination
System (NPDES) waste
water discharge permit
to the person(s) listed
below effective 45 days
from the publish date of
this notice.
Wr ilteri carrnatls i eg n di
the proposed permit w�
be accepted until 30 days
after the publish date of
this notice. All comments
received prior to that date
are considered in the final
determinations regarding
the proposed permit. The
Director of the NC Divi-
sion of WaterQuality may
decide to hold a public
meeting for the proposed
permit should the Divi-
sion receive a significant
degree of public interest.
Copies of the draft permit
and other supporting in-
formation on file used to
determine conditions pre-
sent in the draft permit
are available upon re-
quest and payment of the
costs of reproduction. Mail
comments and/or requests
for information to the NC
Division of Water Quality
at the above address or
call Ms. Christie Jackson
at (919) 733-513, extension
538. Please include the
NPDES permit number
(attached) in any commu-
nication. Intermted persons
may also visit the Division
of Water Quality at 512 N.
Salisbury Street, Raleigh,
NC 27604-1148 between the
hours of 8:00 a.m. and
5:00 p.m. to review in-
formation on file.
NPDES Perrnit Number
NC0030422, GREEN
RIVER MOBILE HOME
PARK, 131 FREEMAN
NESVILLE, NC2878866has
applied for a facility lo-
cated in HAYWOOD
County discharging
wastewater into HYATT
CREEK in the FRENCH
BROAD River Basin.
Currently no parameters
are water quality limited.
This discharge may affect
future allocations in this
Portion of the receiving
stream.
NPDES
Q J:
Main Street, WN ynesville,
NC 28786 has applied for a
permit renewal fora facil-
ity located in Haywood
County discharging
treated wastewater Intc
Pigeon River in the
French Broad River Ba-
sin. Currently cyanide,
cadmium, mercury and -
nickel are water quality
limited. This discharge
may affect furture alloca-
tions in this portion of the
receiving stream.
NPDES Permit Number
NC0022454, MIDWAY
MEDICAL CENTER -
CANTON, NC 28716NP.O. BOX1409has
FOUND:DOG -
Medium size, female,
black w/white feet
& black spots, long
haired. Off Town Mtn.
Rd. Call to identify:
828-253-4722.
FOUND: Female
Cocker Spaniel, honey
colored, in area of Old
Marshall Hwy, near
French Broad River
Campground. Call
identify: 828 -65 8-0772.
FOUND: Merit Ring,
Jones Playground,
Sunday, 8/19. Call to
identify: 828-236-9147.
FOUND: on 8/17/01
Boxer, Reeves Cove/
Case Cove are in Can-
dler. 828-665-2182
FOUND: Orange/
white male cat, South
Asheville area. Call to
identify: 828-274-4476.
FOUND: Small dog
in South Asheville.
Call to identify:
828-651-9189.
FOUND -White, male
dog in Enka/Candler
area. Very sweet & lov-
ing, great around kids
and other dogs. Misses
owner desperately! 628-
1891 ext 1381 or 670.8511.
LOST: Black Poodle,
15yrs old, sick- Re-
ward. Lost in vicinity
of Travelers Rest, SC
at Spinx station.
864-834-1453
LOST: Brown & White
male Jack Russell,
Named Nick.
-Days Inn Airport
area. REWARD
Call 302-653-1133
or 800-722-9425
LOST: Cat, black &
white, 4 yr. old female,
spayed, answers to
Penny. Spring Cove,
Arden area. short -
haired black tip on end
nose. REWARD
828-684-1225
LOST: DIAMOND
ANNIVERSARY RING,
gold setting, Lost between
Biltmore Ave. &
Biltmore Square Mall.
Friday, August 10th.
REWARD! 828-254-0180
LOST: Tennis Racket
Wilson Sampras Grand
Slam. Lost at NB High
school tennis courts.
828-298-1081
MAX IS LOST! Boston
Terrier, black & white
(brindle). Last seen
ext. 55 Citgo station on
Tunnel Rd. w/young
boy. Please call w/info.
828-299-7348
Missing: My 2 Sons
Since July 5th, 2001
Very concerned about
their health & wet being.
• James Howard
Forbes III - 3 yrs. old
• Braden Andrew
Forbes-1 yr. old
I love my sons & I want
to know how they are.
Any Information call:
828-681-8091
THANK YOU!
460
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T
&t
shi
to
en
Ul4I ICU Fur U 1UUIII y lo-
cated in HAYWOOD
County discharging
wastewater into SALLY
HAINES BRANCH in the
FRENCH BROAD River
Basin. Currently ammo-
nia nitrogen are water
quality limited. This dis-
charge may affect future
allocations In this portion
of the receiving stream.
NPDES Permit Number
NC0086053, PILOT
TRAVEL CENTER#353,
WAYNSVILLOLEX , NC 28786
has applied for a facility
located in HAYWOOD
County discharming
wastewater into STINGY
BRANCH in the
FRENCH BROAD River
Basin. Currently total re-
sidual chlorine and am-
monia nitrogen are water
quality limited. This dis-
charge may affect future
allocation in this portion of
the receiving stream.
NPDES Permit Number
NC033600, SILVER
BLUFF NURSING
FA-
CILITY, C 771
has applied for a facility
located in HAYWOOD
County discharming
wastewater into PIGEON
RIVER in the FRENCH
BROAD River Basin.
Currently no parameters
are water quality limited.
This discharge may affect
future allocations in this
portion of the receiving
stream.
NPDES Permit Number
NC0024805, DOT-
HAYWOOD CO. 1-40
REST AREA, P.O. BOX
25201, RALEIGH, NC
27611 has applied for a fa-
cility located in HAY -
WOOD County discharg-
ing wastewater into PI-
GEON RIVER in the
FRENCH BROAD River
Basin. Currently no pa-
rameters are water qual-
ity limited. This discharge
may affect future alloca-
tions in this portion of the
receiving stream.
NPDES Permit Number
NC0062863. I TH I L I EN
LODGE, 408 WEST
VARD MONROEu NC
28110 has applied for a fa-
cility located in HAY -
WOOD County discharg-
ing wastewater into UT
ReFREHRBRthFRENCH
River Basin. Currently
ammonia nitrogen are
water quality limited.
This discharge may affect
future allocations in this
portion of the receiving
stream.
NPDES Permit Number
NC0049409, WAY-
NESVILLE, TOWN OF-
WAYNESVILLE, C-NC
28786 has applied for a fa-
cility located in HAY -
WOOD County discharg-
ing wastewater info AL-
LEN CREEK in the
FRENCH BROAD River
Basin. Currently no pa-
rameters are water qual-
ity limited. This discharge
may affect future alloca-
tions in this portion of the
receiving stream.
August 24, 2001
(3518)
450
Lost and Found
Found 8/5 on Curtis
Creek Rd. near Blue
Ridge Parkway, sand
colored female Airedale
mix dog. Call to ID any-
time. 828-668-4738.
FOUND: Founfnin non
#1 A +NEW SI
ALL WNC A
7 dayshvk. 2S
A Better Wa
You To Relax?
#RCI-NC-42.
SPA TO Y.
tit lam.298i.
Finance
CITIZEN-TI\IE
510 Businesses for
520 Business Oppo -,
530 Bus. Op'tunities�.
540 Investors Wanter•
550 Loans/Savings
560 Mortgage Buyen'
570 Mortgage Lends:.
Businesse
for Sale
Asset Mktg Group;
Confidential, freea:
ing. E'qerience.2%
CA LL 252-8200 for al,
Sheet Of Busin
Sunbelt Business Br
NIGHT CLUE:= :
RIVER BAllt
Completely equiN.
and operating. Ap.:•
10,000 SF inside,
Riverwalk and Bc::.
the Tuckaseege-
River. Closest loco.
to Harrah Casino'
to serve all alcohE,-
beverages.828.48&;-
520
Business"
Opportunitie
INDEPENDENT
NEWSPAPEI
CARRIER .
Wanted in
Polk County.;.
Early mornin,
hours. Must
have reliable:
transportation'
valid drivers
license & E
insurance. .e
Approx.
$1000/month.
Please call
Denise at
1-800-800-4204
x 8990
Asheville I..
Citizen -Times
home
delive
•

•
STATE
NOR
ENVIRONMENTAL
MANAGEMENT
COMMISSION/
NPDES UNIT
1617MC IELRRVICE
NTE
RALE I GH, NC 27699-1617
NOTIFICATION
OF INTENT TO
ISSUE A NPDES
WASTEWATER PERMIT
On the basis of thorough
staff review and appli-
cation of NC General
Statutes 143.21. Public law
92-500 and other lawful
standards and regulations,
the North Carolina Envi-
ranr TIC!' ulManagement
Commission proposes to
issue a National Pollut-
ant DischargeElimination
System (NDES) waste
water discharge permit
to the person(s) listed
below effective 45 days
from the publish date of
this notice.
Writtenoa,mer8s cinQ
the proposed permit will
be accepted until 30 days
after the publish date of
this notice. Alt comments
received prior to that date
ore considered in the final
determinations regarding
the proposed permit. The
Director of the NC Divi-
sion of WaterQuality may
decide to hold a public
meeting for the proposed
permit should the Divi-
sion receive a significant
degree of public interest.
Copies of the draft permit
and other supporting in-
formation on file used to
determine conditions pre-
sent in the draft permit
are available upon re-
quest and payment of the
oasts of reproduction. Mail
comments ancVor requests
for information to the NC
Division of Water Quality
at the above address or
call Ms. Christie Jackson
at [phone], extension
538. Please include the
NPDES permit number
(altuJiat) in any ccmmu-
nicaticn. Interested persore
may also visit the Division
of Water Quality at 512 N.
Salisbury Street, Raleigh,
NC 27604-1148 between the
hours of 8:00 a.m. and
5:00 p.m. to review in-
formation on file.
NPDES Permit Number
NC0030422, GREEN
RIVER MOBILE HOME
PARK, 131 FREEMAN
ROAD, WAY-
N E SV I LLE, NC 28786 has
applied for a facility lo-
cated in HAYWOOD
County dischargIng
wastewater into I-$YATT
CREEK in the FRENCH
BROAD River Basin.
Currently no parameters
are water quality limited.
This discharge may affect
future allocations in this
Portion of the receiving
strewn.
NPDES Permit Number
NC0025321. Town of Way-
nesville WWTP, 16 South
Main Street, Waynesville,
NC 28786 has applied for a
permit renewal fora facil-
ity located in Haywood
County discharging
treated wastewater into
Pigeon River in the
French Broad River Ba-
sin. Currently cyanide,
cadmium, mercury and -
nickel are water quality
limited. This discharge
may affect forture alloca-
tions in th ion of the
receiving stream.
NPDES Permit Number
N00022454, MIDWAY
MEDICAL CENTER -
CANTON, P.O. BOX 1409,
CANTON, NC 28716 has
y
applied for a facility lo-
cated in HAYWOOD
County discharging
wastewater into SALLY
HAINES BRANCH in the
FRENCH BROAD River
Basin: Currently ammo-
nia nitrogen are water
dis-
charge limiter'.
afaffecctt future
allocations in this portion
AFFIDAVIT OF PUBLICATION
3UNCOMBE COUNTY
SS.
JORTH CAROLINA
Before the undersigned, a Notary Public of said
County and State, duly commissioned, qualified and
authorized by law to administer oaths, personally
appeared Crystal Fender who, being first duly
sworn, deposes and says: that he (she) is the Legal
Billing Clerk of TheAsheville Citizen -Times
Company, 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 he (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 dates: Aug.24, 2001And
that the said newspaper 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 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.
(Signaa of person making affidavit)
Sworn to and subscribed before me the 13th day of
September
tary Public)
y Commission expires the 20th day of June
2005.
��� ;: +; it i 7:.1 ''°°rr

'DES Permit Number
O308W153,
VEL #353,
,AYNSVILLE, NC 28786
as lied fora facility
paw in HAYWOOD
xunty
wastRwate
into STING
3RENCH BROAD River
Basin. Currently total re-
sidtxdis chlorine and am-
monia
are water
as alrty, tec fu urge
�°t ihiSportion at
j •
r+�oei erecvi stream►.
r1J
'WOES Permit S LVE
BLUFF NURSING BOX
102) CAt TON,.•NC 28716
has .,. • o'>
• COunly ' dsdwm7inn
RIVwastewater
a .•
n he FRENCH
R
BROAD iV.,er Basi9.
a
'al
t �n
future of r Number 1
•ving 1
Parton
ti
NPR : " . -1 ;:.
N
In ,the
FRENtH;.B AD River 1
Basin. y no Pe 1
rtartdr'e coal-
ity ltmtted:
may affect future alloar 4
ri los lei" vi m °f the
NPi35` 't
NC�I�Iii�l_ IL EN
LODGE, A8
ROOSEVELT :.mOULE-
VRD,MONOE,NaC
233 0. �.
� "y 0%09
Into
R1u�n,rm,s LEEK in
the -FREIfCH BROAD
- River Bain. Currently
ammonia nitrogen are
water c 'iity • limited.
,This discharge may
future ailoaahals in this
rtion of t vin9
NPDES Pemmit Nor
• HC0049409; AY-
NN�ESppV,'ILLE,TO1N 0
WAyN
2036 has lied fur d"fo.
dlity In HAY
WOOD Col.mty:disdidiv-
in2 wastewater into AL-
LEN . CREEK in the
FRENCH BROAD River
Bain.ut.imefera are qua!-
rly limited. This dis
ollAfitte
reeivirtt
p 8itt24 "31 •

DENR/DWQ
FACT SHEET FOR NPDES PERMIT DEVELOPMENT
NPDES No. NC0025321
Facility Information
Applicant/Facility Name:
Town of Waynesville/Waynesville W W'l'P
Applicant Address:
16 South Main Street; Waynesville, North Carolina 28786
Facility Address:
566 Walnut Trail; Waynesville, North Carolina 28785
Permitted Flow
6.0 MGD
Type of Waste:
domestic (98%) and industrial (2%) with pretreatment program
Facility/Permit Status:
Class IV /Active; Renewal
County:
Haywood County
j Miscellaneous
Receiving Stream:
Pigeon River
Regional Office:
Asheville
Stream Classification:
C-
State Grid / USGS Quad:
h7SW/Clyde, NC
303(d) Listed?
Yes (for dioxin)
Permit Writer:
Natalie Sierra
Subbasin:
04-03-05
Date:
23Aug00
Drainage Area (mi2):
236.4
82° 56' 58" W
Summer 7Ql.0 (cfs)
95
Winter 7Q10 (cfs):
1 1 I
30Q2 (cfs)
Lat. 35° 33' 02" N Long.
Average Flow (cfs):
D ] 8
IWC (%):
9%
BACKGROUND
The Town of Waynesville WWTP is a 6.0-MGD plant serving the Town of Waynesville, Lake
Junaluska Assembly, the Junaluska Sanitary District, and the Town of Clyde. Waynesville has a full
Long Term Monitoring Plan (LTMP) with the Pretreatment Unit and accepts wastewater from two
Significant Industrial Users (SIUs).
Way esville was under a Special Order by Consent (SOC) from November 1997 through August
1999 that allowed it flexibility on the 85% removal clause for BOD and TSS. During this time,
Waynesville was required to investigate and alleviate inflow and infiltration (I/I) problems that were
contributing to its inability to achieve 85% removal of BOD and TSS. Under an NPDES permit
modification dated December 17, 1997, the NPDES Unit granted a reduction in the percent removal to
80% contingent upon Waynesville's identifying and rectifying the areas in the distribution system
contributing to I/I.
The facility is described as well run and has experienced few compliance problems during this
permitting cycle.
Instream Monitoring and Verification of Existing Conditions and DMR Data Review.
This facility discharges to the Pigeon River (classified C), which is currently listed as an
impaired stream [303 (d)-listed as of 2000] for dioxin. This impairment is not related to the Town of
Waynesville WWTP discharge.
UsingLTMP data from 1996-1999, the average effluent BOD concentration was 13.31 mg/L and
the average T . S concentration was 13.99 mg/L; both are well below the permit limits. Total nitrogen and
phosphorus data are collected quarterly and reported in the facility's Discharge Monitoring Reports
(DMRs). The average total nitrogen concentration from January 1999-April 2001 was 3.67 mg/L with a
maximum of 0.65 mg/L and a minimum of 0.98 mg/L. The average total phosphorus concentration was
3.26 mg/L with a maximum of 25.68 mg/L and a minimum of 0.1 mg/L.
A review of the results from the facility's quarterly chronic toxicity test indicates that
Waynesville has failed the test once during the permitting cycle (November 2000) but passed the
subsequent test.
The Division compared 1999-2001 instream data, upstream to downstream for dissolved oxygen
(DO) and temperature. Dissolved oxygen concentrations are within compliance, averaging 8.97 mg/L
upstream and .15 mg/L downstream. Overall, the discharge does not appear to impact the instream DO
very much; a plot of the upstream and downstream DO data is attached for reference. Temperatures
appear season Ply appropriate and within acceptable ranges; a plot of the upstream and downstream
temperature data is attached.
The Division also reviewed two years of Discharge Monitoring Reports (DMRs) for metals and
toxicants (see reasonable potential Analysis).
Fact Sheet
NPDES NC0025321 Renewal
Page 1

Reasonable Potential Analysis:
DMRs from January 1999-April 2001 and quarterly LTMP data from 1996-2001 were reviewed
to assess reasonable potential for mercury, cadmium, cyanide, arsenic, chromium, copper, lead, nickel
and zinc.
The reasonable potential analysis indicated that the effluent levels of the following parameters
pose a potential threat to water quality:
• qadmium
• Chopper
• Mercury
• Nickel
• Zinc
• Cyanide
The fc
• L
• A
• C
llowing do not demonstrate the reasonable potential to exceed water quality standards:
ad
senic
prom ium
Correspondence.
The facility was under SOC from November 1997-August 1999 during which time Waynesville
was relieved From the 85% removal of BOD and TSS clause in the NPDES permit. The facility was
required to remove 65% of the influent BOD and 70% of the influent TSS and was allowed up to 0.66-
MGD additio a1 discharge. During this relief period, Waynesville was required to identify the major
sources of I/I problems and take measures to fix these sources. If the measures were successful, the
possibility of the NPDES unit modifying the permit for 80% reduction of influent TSS and BOD would
be considered. On February 23, 1998, a minor modification to the NPDES permit was issued to do so.
Wayn sville WWTP has received three Performance Audit Inspections, receiving grade C on two
and a B on the most recent one. Inspectors from the Asheville Regional Office (ARO) found some
deficiencies MI the self -monitoring program that resulted in the " C" rating. The facility has otherwise
been described as well run and maintained. The facility has also undergone four pretreatment inspections
since 1997, and has passed all with respect to accomplishing the goals of the approved pretreatment
program. The facility has received only one notice of violation (NOV) for late submittal of the annual
Pretreatment R1eport.
PERMITTING STRATEGY
Waste Load Allocation (WLA). The Division prepared the last WLA in 1993. The previous and current
effluent limits were based on guidelines and water quality standards. The Division has judged previous
parameters anc: limits to be appropriate for renewal with some exceptions (see Reasonable Potential
Analysis).
Reasonable Potential Analysis (RPA).
The Dvision conducted EPA -recommended analyses to determine the reasonable potential for
toxicants to be discharged by this facility, based on over two years of DMR data (1999—April 2001).
Results! suggest no reasonable potential for the facility to discharge arsenic, chromium, and lead.
Lead and chromium are only monitored through the LTMP, which will continue to be the case. Arsenic
is monitored twice monthly through the NPDES permit; it can be removed as a monitoring requirement
for the NPDES permit and continue to be monitored through the LTMP on a quarterly basis.
Reasonable potential was demonstrated for cyanide, cadmium, copper, mercury, nickel and zinc.
Cyanide is in t e current NPDES permit with a daily maximum limit of 56ug/1 and weekly monitoring.
Effluent cyanid data only demonstrated reasonable potential to exceed the %2 FAV value of 22 ug/L and
so will only receive a daily maximum limit of 22 ug/L. Cadmium and mercury are already limited in the
current NPDES permit; while the mercury limit is still appropriate, the '/2 FAV value for cadmium has
changed and s the limit will change. In addition, a weekly average limit based on the water quality
standard will be added. A daily maximum and weekly average nickel limit will be added to the permit
with a weekly monitoring frequency. Copper and zinc are action level pollutants and since the facility
has not experienced any serious toxicity problems, they will be monitored 2/month through the NPDES
permit but not 9mited.
Fact Sheet
NPDES NC0025321 Renewal
Page 2

SUMMARY OF PROPOSED CHANGES
In keeping with Division policies the following will be incorporated into the permit:
• Daily maximum and weekly average nickel limit and weekly monitoring with
composite samples.
• 2/month monitoring for copper and zinc
• R oval of the arsenic limit and monitoring
• C ange of the cadmium limit
• C ange of cyanide limit
New Weekly Average and Daily Maximum limits are derived from the latest NC/EPA policies considering
FA Vs and allowable concentrations based on reasonable potential.
PROPOSED SCHEDULE FOR PERMIT ISSUANCE
Draft Permit to Public Notice:
Permit Scheduled to Issue:
September 5, 2001
October 29, 2001
NPDES DIVISION CONTACT
If you have qu stions regarding any of the above information or on the attached permit, please contact
Natalie Sierra t [phone] ext. 551.
NAME:
DATE:
ENCLOSURES:
• DRAFT PERMIT
• INSTREAMONITORING PLOTS
• REASONABLE POTENTIAL SUMMARY
REGIONAL OFFICE COMMENTS
NAME:
DATE:
SUPERVISOR:
DATE:
Fact Sheet
NPDES NC0025321 Renewal
Page 3

Facility Name =
Qw (MGD) =
1WC (%) =
Reasonable Potential Summary
own of Waynesville
6
8.92
Final Results:
NPDES # =
7Q1Os (cfs) =
Receiving Stream
NC0025321"
Pigeon River
Stream Classification
30Q2 (cfs)
Qavg (cfs)
C
0
518
Arsenic
Max. Pred Cw
Allowable Cw
5.62 pg/I
560.8 pg/I
Iron
Max. Pred Cw
Allowable Cw
#1DIV/0! pg/I
11.2 µg/I
Turbidity
Max. Pred Cw
Allowable Cw
#DIV/0! NTU
560.8 NTU
Beryllium
Max. Pred Cw
Allowable Cw
#DIV/01 pg/I
72.9 pg/I
Lead
Max. Pred Cw
Allowable Cw
131.78 pg/I
280.4 pg/I
Zinc
Max. Pred Cw
Allowable Cw
934.75 µg/I
560.75 µg/1
Carbon Tetrachloride
Max. Pred Cw
Allowable Cw
0.0 pg/1
4.42 pg/I
1/2 Fav
1/2 FAV
33.8
221
pg/I
pg/1
1/2 FAV
1/2 FAV
67
95
µg/t
pg/1
Cadmium
Max. Pred Cw
Allowable Cw
27.62 pg/I
22.4 pg/1
MBAS
Max. Pred Cw
Allowable Cw
#DIV/0! pg/I
5607.5 pg/I
1/2,FAV (non Trout).
15.0
pg/I
1/2 FAV (Trout)
1/2 FAV
2.1
42
µ8/1
twit
Chloride
Max. Pred Cw
Allowable Cw
#DIV/0!
mg/L
0 mg/L
Mercury
Nickel
ax:. Pred Cw
Allowable Cw
Max..Pred Cw
Allowable Cw;;..
0.14 µg/l
0.1346 µg/I,
3900.9 µg/l
280.4 cg/l
=112,FAV
'261
µ8/1
Cyanide
Max. Pred Cw
Allowable Cw
48.7 µg/1
56.1 µg/1
1/2FAV
75
µg/l
1/2 FAV
2
pg/I
PCB
Max. Pred Cw
Allowable Cw
#DIV/0! µg/1
0.0112 pg/I
Chromium
1/2 FAV
Max. Pred Cw
Allowable Cw
1
µg/I
10.00 µg/1
560.8 µg/1
Silver
Max. Pred Cw
Allowable Cw
#DIV/0! pg/1
1.1 µg/l
1/2 FAV
1.23
µg/1
Copper
1/2 FAVI
Max. Pred Cw
Allowable Cw
1022
pg/1
79.95 pg/1
78.5 µg/I
1/2 FAV
Selenium
Max. Pred Cw
Allowable Cw
1.9
µgll
#DIV/0! pg/1
56.1 pg/1
1/2 FAV
7.3
pg/1
1/2 FAV
5.8
µ8/!
Flouride
Max. Pred Cw
Allowable Cw
#DN/0! µg/l
20187.1 pg/I
Total Dissolved Solids
Max Pred. Cw
Allowable Cw
#DIV/01 mg/L
5607.526882 mg/L

16
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(QM
NPDES/Non-Discharge Permitting Unit Pretreatment Information Request Form
NPDES OR NONDISCHARGE PERMITTING UNIT COMPLETES THIS PART:
Date of Request
Facility
Waynesville
Permit #
NC0025921
Region
ARO
Requestor
Natlie Seira
Pretreatment A_D Towns- Keyes McGee (ext. 580)
Contact E-L Towns- Vacant Position
M-R Towns- Dana Folley (ext. 523)
S-Z Towns- Steve Amigone (ext 592)
'PRETREATMENT UNIT COMPLETES THIS PART:
Status of Pretreatment Program (circle all that apply)
3) the facili r is de elo ing) a Pretreatment Program
a) is Full Program with LTMP Will" f
(,///��'(G f�
bt
�p�
Flow Permitted Actual AL."
% Industrial 0.242
% Domestic VP"P
L
T
M
P
Pollutant
Check List
POC due to
NPDES/Non-
Discharge
Permit Limit
Required by
EPA*
Required by
503 Sludge^
POC due to SIU••'
Site specific POC (Provide Explanation)****
STMP
Frequency at
effluent
LTM•
Fre• enc at
Oft ent
X
BOD
X
4
• M
X
TSS
X
4
Q M
NH3
X#
4
Q M
_
X
Arsenic
X
X
4
Q M
4
Cadmium
X
41
X
4
Q M
)
Chromium
q
X
4
Q M
'l
Copper
4
X
4
Q M
Cyanide
X #
4
Q M
)
Lead
4
X
4
Q M
X
Mercury
X
X
4
Q M
X
Molybdemum
X
4
Q M
d
Nickel
4
X
4
Q M
Silver
4
Q M
X
Selenium
X
4
Q M
4
Zinc
4
X
4
Q M
X
Phosphorus
X#
4
Q M
X
Total Nitrogen
X#
4
Q M
4
Q M
4
Q M
4
Q M
4
• M
'Always in the LTMP
"Only in the LTMP i1 the POTW land applies sludge
'-' Only in LTMP while the SIU is connected to the POTW
--" Only in LTMP when the pollutant is a specific concern to the POTW (re -Chloride to a POTW who accepts Textile waste)
0= Quarterly
M=Monthly
Comments:
As, NH3, CN, TP, TN- Pollutants b/c NPDES limit/monitor, but this information was not reported.
Not sure why? They should be sampling for these parameters. I will call them soon.
#)VH3, CN, TP, TN would be removed from the Monitoring Plan if they are dropped from the NPDES Permit
Waynesville_PIRF
Revised: August 4, 2000

Town of Waynesville - Instream Data Review
Upstream Downstream
Date Temp DO Temp DO delt temp delt DO
(oC) (mg/L) (oC) (mg/L)
Jan-99 .93 12.65 7.2 12.33 -0.27 0.32
Feb-99 .85 11.5 8.65 11.28 0.2 0.22
Mar-99 9 13.46 9.06 12.58 -0.06 0.88
Apr-99 1 .63 10.38 15.55 10.88 0.08 -0.5
May-99 8.2 8.225 18.025 8.7 0.175 -0.475
Jun-99 2 .14 7.85 22.05 7.54 0.09 0.31
J u I-99 3.7 7.26 23.62 7.18 0.08 0.08
Aug-99 26.42 7.28 25.55 7.01 0.87 0.27
Sep-99 21.63 7.74 20.25 6.91 1.38 0.83
Oct-99 17.52 7.64 16.46 7.92 1.06 -0.28
Nov-99 1.98 8.26 13 8.6 -0.02 -0.34
Dec-99 8.15 9.6 7.7 9.78 0.45 -0.18
Jan-00 .33 8.75 7.48 9.55 0.85 -0.8
Feb-00 7.22 9.3 6.92 9.94 0.3 -0.64
Mar-00 10.95 8.78 11 9.15 -0.05 -0.37
Apr-00 12.13 8.73 12.28 9.8 -0.15 -1.07
May-00 18.48 8.34 18.44 8.04 0.04 0.3
Jun-00 2.34 7.25 22.87 7.46 0.47 -0.21
JuI-00 25.24 7.34 24.51 7.61 0.73 -0.27
Aug-00 24.27 7.48 23.58 7.85 0.69 -0.37
Sep-00 426 7.69 21.2 8.13 1.06 -0.44
Oct-00 16.6 8.04 15 8.38 1.6 -0.34
Nov-00 10.2 8.75 9.35 9.15 0.85 -0.4
Dec-00 7.2 9.68 6.28 10.03 0.92 -0.35
Jan-01 .14 9.86 5.22 10.7 0.92 -0.84
Feb-01 ;.43 10.2 7.7 10.68 0.73 -0.48
Mar-01 8.63 10.43 8.23 10.3 0.4 0.13
Apr-01 14.48 8.7 14.43 8.68 0.05 0.02

Facility Name =
NPDES # =
Qw (MGD) =
7Q10s (cfs) =
1WC (%) =
Town
;Waynesville
NC002 321
6
95
8.92
FINAL
RESULTS
Arsenic
Max. Pred Cw
5.623791719
Allowable Cw
560.8
RESULTS
Std Dev.
Mean
C.V.
Number
of data points
Mull Factor =
Max. Value
Max. Pred Cw
Allowable Cw
0.331133089
2.5
0.130169559
57
1.12
5.0 µg/I
5.623791719 µg/I
560.8 µg/I
Parameter =
Standard =
Arsenic
50.0
Date n < BDL=1/2DL Actual Data
Jan-99 1 < 2.5 5
Jan-99 2 < 2.5 5
Feb-99 3 < 2.5 5
Feb-99 4 < 2.5 5
Mar-99 5 < 2.5_: 5
Mar-99 6 < 2 5 5
Apr-99 7 < 2.5 5
Apr-99 8 < 2.5 5
May-99 9 < 2.5 5
May-99 10 < 2.5 5
Jun-99 11 < 2.5 5
Jun-99 12 < 5.0 10
JuI-99 13 < 2.5_. 5
JuI-99 14 < 2.5 5
Aug-99 15 < 2.5 5
Aug-99 16 < 2.5 5
Sep-99 17 < 2.5 5
Sep-99 18 < 2.5 5
Oct-99 19 < 2.5 5
Oct-99 20 < 2,5 5
Nov-99 21 < 2.5 5
Nov-99 22 < 2.5 5
Nov-99 23 < 2.5 5
Dec-99 24 < 2.5 - 5
Dec-99 25 < 2.5 5
Jan-00 26 < 2.5 5
Jan-00 27 < 2.5 5
Feb-00 28 < 2 5 5
Feb-00 29 < 2.5 5
Mar-00 30 < 2.5 5
Mar-00 31 < 2.5 5
Apr-00 32 < 2.5 5
Apr-00 33 < 2.5 5
May-00 34 < 2.5 5
May-00 35 < 2 5 5
Jun-00 36 < 2 5 5
Jun-00 37 < 2.5 " ` 5
Jul-00 38 < 2.5 • 5
Jul-00 39 < 2.5 5
Aug-00 40 < 2.5 5
Aug-00 41 < 2.5. 5
Sep-00 42 < 2 5 r 5
Sep-00 43 < 2.5' 5
Oct-00 44 < 2 5 5
Oct-00 45 < 2.5 5
Nov-00 46 < 2.5 5
Nov-00 47 < 2.5 5
Dec-00 48 < 2.5 5
Dec-00 49 < 2:5 5
Jan-01 50 < 25. 5
Jan-01 51 < 2.5 5
Feb-01 52 < 2.5 5
Feb-01 53 < 2.5 5
Mar-01 54 < 2.5 5
Mar-01 55 < 2.5 5
Apr-01 56 < 2.5 5
Apr-01 57 < 2 5 5

ranh0 More
NI'I1Li I -
IMoW60) -
700.1,01.
Ml
Tor. M Wa1am6N
NC1025121
95
6.91
Calm.
61a.. Prod Co
.\14wa6k C.
FlNAy pt5ti'l.'jg
21.62331192
Nab. 5•ulu0
Y.N C.
AII.wablc Cv
1.759991321
5.MI
0.516749626
113
1.121
21.00 a1/I
2762315191 a30
22.4 at/1
JSrrn..eer -
[mlmi.m
2.0
0✓. < 90L-IJ2DL Ac0 1 Data
lan99 1< 300 10
Jan99 2 < 5.00 10
Jan-99 J< 3.00 10
Jon-99 4 < 3.00 10
FW-99 5 18.90 16
Fo099 6 < 5.00 10
Fa099 7 21.00 _1
FM99 6 17.00 T
Mar-09 9< 3.00 0
16 99 10 < 5.01 0
M✓99 11 < 3.01 0
Mar99 12 < 5.03 0
Apr-99 Il < 5.00 0
A✓•99 1.1 13.00 3
A9r-99 I5 11.00 1
64.-99 16 990 9
Ayr-99 IT 12.00 2
May.99 16 < 5.00 0
May.99 19 < 3.00 0
May.99 20 < 5.00 0
May-99 21 < 5.00 0
Jun-99 22 < 5.0 0
Jun-99 23 10.00 0
Jun-99 24 < 5.0 0
J0099 23 < 3.00
Jun-99 26 < 5.00 0
Jul-09 27 < 5.00
JW99 26 < 5.00 0
J1.99 29 < 5.00
Jul-99 30 < 5.00 0
A0099 31 < 5.00 0
Aug-99 32 < 5.00 0
Aug.. 33 < 5.00 0
Au9.99 34 < 5.00 0
3.p99 33 < 1130 0
Sop99 16 < 5AO 0
Sap99 37 < 3.00 0
Sop99 l6 < 5.01 0
0✓-99 39 < 3.00 0
0.60 a0 < 5.0
00.99 al < 5.00 0
Oct.. 62 < 3.00
OR-99 43 < 5.00 0
11ev99 na < 5.00 0
Nev99 43 < 500 0
Nev99 46 < 5.00 0
Nov99 aT < 5.00 0
Nov.99 46 < 3.00 0
Doc-99 49 < 5.00 0
Doc-99 30 < 5.00 0
0.99 51 < 5.00 0
0.99 52 < 3.03 0
Jn-CO 53 < 5.00 0
J✓1-00 54 < 3.00 0
Jan-00 55 < 5. 0
J✓100 36 < SAO 0
Fa000 ST < 3.00 0
Feb-00 36 < 3.00
Fob00 39 < 5.00. 0
F.0- 0 60 < 3.00 0
M✓00 61 < 5.00 0
Mat. 62 < 5.00 0
M✓00 63 < 3.00
M✓-00 63 < 5.00 0
Ap00 65 < 5.00
A✓-00 66 < 5.00 0
1yr-03 67 < 3.00 0
Apt-00 66 < 5.00 0
May-00 69 < 1.00 0
May00 20 < 3.00 0
May-00 71 < 3.00 0
May-00 22 < 500 0
May-00 73 < 3.00 0
Ju000 74 < 1.00
J.00 73 < 5.00 0
J.03 76 < 5.00 0
Ju600 n < 5.00 0
Jul-00 76 < 5.00
Jul -CO ]9 < 5.00 0
Jul -CO 30 < 1.00
JJ00 6I < 3.00 0
AM900 02 < 1.00
Avg-00 63 < 5.00 I)
Aug-00 34 < 5.00
Au900 15 < 5.00 0
Oct-03 66 < 5.00 0
0.03 n < 1.00
006-00 as < 5.00
Oct. 69 < 3.00 0
0R-00 90 < 1.00 0
Nea00 91 < 5.00 0
Nov -CO 92 < 5.00
Nov-00 9]< 5.00 0
Nov00 94 < 5.00 0
0.e03 95 < 500 0
Doc -CO 96 < 5.00 0
Doc-00 91 < 3.00 0
0.c00 96 < 3.00 0
Jan4/1 99 < 3.00 0
J✓1-01 I00 < 3.00
J6101 101 < 5.00 0
Jan-01 102 < 5.00
F.6-01 103 < 1.80 0
Fab-01 104 < 3.00
Fob-01 105 < 3.00 0
Fab01 196 < 5.04
M✓-01 107 < 1.00
M✓-01 106 < 1.03
Mar-01 109 < 1.011
M✓-01 110 < 1.00
M✓-01 111 < 1.00
Ap01 112 < 1.00 2
Ayr-01 Ill 4.00 4
6p01 114 2.00 2
Ayr-01 113 < 1.00 2
A90

Ill= / -
6...014201 -
I9Kr01-
00.1. F1.6 Cu
Mon* Cw
IMMIX
510O...
0010
C.Y.
K.mON
01Gh p00tb
U. how -
3les. WWI
NLhdCr
A0o.ON Crr
T--..4 Wpm...
KC0025321
6
93
I 1.92
FINAL 0L9L .13
113427134
54.1
3.3 3945
9.6
0. . 21573
119
AO pA
41.- 27234 NA
06.1 _11
Srrlvl
C3.+4e
5.0
0olo . < Oni.11120E Aw.l Ow.
J.n40 1 <.. : 10.0 20
Jr.N 2 <) sd-:S 10.0... 20
JN►N 3 c. t `10.0 20
AM* 4 <, ':. 10.0 20
I4161111 S < - 10.0 20
F.►N 6 < 10.0 23
f.SN 7 < 10.0 33
F4040 0 < 10.0 33
t3ri0 9 < 10.0 20
MNJK 10 < 10.0 20
ANA. 1! < ...:: 10.0 20
1.11w.00 12 < : 10.0 20
Ap40 13 [ i.. ` 10.0 20
M4/8 14 < 10.0 20
644400 15 < 10.0 20
4 .I0 16 < 10.0 20
0p.10 17 c 10A 20
WOO I0 < 10.0 20
Mry-N 19 < ::10.0 20
Mira 20 < 10.0 20
M.rN 21 < 10.0 20
Ju.N 22 2.0 3
Ju.N 23 [ 1.0 2
.2 .00 2. < 1.0 2
Ju.N 25 5.0 3
Ju.N 26 < IA 2
J,AN 27 7.0 7
J l-00 20 < 1.0 2
Jo690 19 < 1A 2
ALN 30 : 7.0.: 7
Auo-N 31 <': ::.'. IA 2
Au04 0 32 6A
A.q.N 33 c 10.0 20
Au}N 34 < 30.0 20
11.yN 33 < -. 10A 20
9100 )< <-...:::. 10.0 20
0q0 37 < 10.0 20
0p102 31 < : : 10.0 20
046011 79 <i:::... 10.0.,. 20
O0-00 10 [ -`;'.: 10.0 20
00011 41 < 10.0 20
00-01 42 < 100 2D
001400 43 40.0 10
New.' 44 < 340 20
No.JO 45 < 10.0. 2D
N0.-00 4L < .:: 10.0... 20
N0r-00 47 < :.: 10.0 20
Nov. 40 <- 10.0 20
0.e•N 49 < 10.0 20
DAN 50 [ 10.0 20
Own 31 < ..... 10.0 20
JN.00 52 <-: 10.0 20
J .00 33 < 10.0 - 20
b►00 34 4 10.0 20
Jr.00 53 < -100 20
F.000 S6 < ;..::: 10.0 20
F.4-00 37 < < 70.0 20
f.0-00 30 < 10.0 20
pa00 S9 < 10.0 20
Mr-00 60 [ ' :''... 10.0 : 20
61411-00 61 < 10.0 20
1w.00 62 < 10.0 20
14000 63 [ . 3n0 20
Ap-00 64 < 10.0 m
A31-00 63 <. :. 10.0 20
A01'00 06 < ' `10.0 20
Ap4:0 67 [ . 20.0 20
21A-00 60 < _ : 10.0 20
M49-00 69 [' 240 20
1.64,-00 70 < IRO 20
21.9-00 71 <-: 10.0 - 20
0..700 72 < 10.0 20
.244.00 73 < IRO 20
.0n00 n [ :: 20.0.. 20
Ju.00 75 < ' 10.0 20
Jun-0 76 <.::: - 140 20
JulA3 77 < 10.0 20
Ju100 n < 10.0 20
.8100 79 < 10.0 20
4400 10 < 10.020
Aug -CO 01 < . 10.0 23
Au000 62 < 10A 20
640-00 03 < 10A - m
Au0-00 N <.: 10.0 m
Sp00 03 < 10.0 20
Sp00 06 < : 10.0 20
5p00 17 < 10.0 20
Sp00 00 <::: 10.0 20
0p00 19 < : 10.0 20
0.1.03 90 < : 10.0 20
0c100 91 < - 100 20
00-00 92 < -:_ 10.0 20
Ocl-00 93 [ 10.0 20
00-00 w < 10.0 20
N0.-00 93 < ' 140 20
1600 0 96 < ::10.0_ `... 20
Nov-00 97 < . : . 10.0. 20
Now00 91 < '. 10.0 20
0.000 99 < ....30.0 20
0.000 103 < 10.0 20
D.0A0 101 < 10.0 30
Ow00 102 < 10.0 : 20
JN.01 103 < : 10.0 20
Jr.01 104 <:.: : 10.0�. 20
Je001 103 < 10.0 20
143301 106 < 10.0 20
Feb-01 107 < 10.0 20
64041 100 [ : 10.0 m
9.0-01 109 < 340 20
F40-01 110 c 10.0 20
16r-01 111 < ..' 10.0 20
1.46/-01 112 < : 30.0 20
1.484-01 113 [ '.:; ' 10.0 20
MN-01 114 < :c : 10.0 20
MN-09 11S <.. 10.0 :: 20
Apr-01 116 < 140 ' 20
Apr41 117 < 10.0 20
Apr-01 111 [ ::' 10.0 20
Opt 41 119 4 10.0 20
.0/1

Facility Name =
NPDES # =
Qw (MGD) =
7Q10s (cfs) =
IWC (%) =
Town of Waynesville
NC0025321
6
95
8.92
Date
5/21/99
FINAL RESULTS
Chromium
Max. Pred Cw 10.00
Allowable #/day #REF!
RESULTS
Std Dev.
Mean
C.V.
Number
of data points
Mult Factor =
Max. Value
Max. Pred Cw
Allowable Cw
0
10.0
0
20
1.00
10.000 µgl1
10.00 µgll
560.8 µg/1
8/27/99
11/12/99
2/18/00
5/12/00
8/11/00
11/17/00
10/25/95
2/21/96
5/10/96
8/28/96
11/21/96
3/11/97
5/23/97
11/20/97
2/19/98
5/14/98
8/21/98
11/6/98
2/12/99
Parameter =
Standard =
n < BDL=1/2DL
1 < 10.000
2 < 10.000
3 < 10.000
4 < 10.000
5 < 10.000
6 < 10.000
7 < 10.000
8 < 10.000
9 < 10.000
10 < 10.000
11 < 10.000
12 < 10.000
13 < 10.000
14 < 10.000
15 < 10.000
16 < 10.000
17 < 10.000
18 < 10.000
19 < 10.000
20 < 10.000
Chromium
50
Actual Data
20
20
20
20
20
20
20
20
ft
20
20
20
20
20
20
20
20
20
20
ft
20
20
µg/1

Facility Name =
NPDES # =
Qw (MGD) =
7Q10s (cfs) =
IWC (%) =
Town of Waynesville
NC0025321
6
95
8.92
Parameter =
Standard =
Copper
7.0
Date n < BDL =1 /2DL Actual Data
5/21/99
1
12.0
12
µg/1
FINAL RESULTS
Copper
Max. Pred Cw
Allowable Cw
79.95461889
78.5
RESULTS
Std Dev.
Mean
C.V.
Number
of data points
Mult Factor =
Max. Value
Max. Pred Cw
Allowable Cw
9.285352075
13.3
0.696836929
20
2.58
31.000 µg/1
79.95 µg/1
78.5 µg/1
8/27/99
11/12/99
2/18/00
5/12/00
8/11/00
11/17/00
10/25/95
2/21/96
5/10/96
8/28/96
11/21/96
3/11/97
5/23/97
11/20/97
2/19/98
5/14/98
8/21/98
11/6/98
2/12/99
2
3
4
5
6
7
8
9
10
11 <
12 <
13 <
14 <
15 <
16 <
17 <
18
19
20
20.0
5.0
10.0
30.0
10.0
5.0
16.0
22.0
31.0
5.5
5.0
5.0
5.0
5.0
5.0
10.0
29.0
13.0
23.0
20
10
10
30
10
10
16
22
31
11
10
10
10
10
10
20
29
13
23

Facility Name =
NPDES # =
Qw (MGD) =
7Q10s (cfs) =
IWC (%) =
Town of Waynesville
NC0025321
6
95
8.92
FINAL RESULTS
Nickel
Max. Pred Cw
Allowable Cw
3900.918731
280.4
RESULTS
Std Dev.
Mean
C.V.
Number
of data points
Mult Factor =
Max. Value
Max. Pred Cw
Allowable Cw
117.3866306
53.4
2.19825151
20
7.39
528.0 AO
3900.918731 µg/l
280.4 µg/l
Parameter =
Standard =
Nickel
25
Date n < BDL=1/2DL Actual Data
5/21/99
8/27/99
11/12/99
2/18/00
5/12/00
8/11/00
11/17/00
10/25/95
2/21/96
5/10/96
8/28/96
11/21/96
3/11/97
5/23/97
11/20/97
2/19/98
5/14/98
8/21/98
11/6/98
2/12/99
1 114.0
2 < 10.0
3 < 10.0
4 < 10.0
5 < 10.0
6 < 10.0
7 < 10.0
8 < 25.0
9 < 25.0
10 132.0
11 < 10.0
12 10.0
13 < 10.0
14 < 5.0
15 < 10.0
16 < 10.0
17 528.0
18 < 10.0
19 53.0
20 66.0
114.000
20.000
20.000
20.000
20.000
20.000
20.000
50.000
50.000
132.000
20.000
10.000
20.000
10.000
20.000
20.000
528.000
20.000
53.000
66.000
µg/I

Facility Name =
NPDES # =
Qw (MGD) =
7Q10s (cfs) =
1WC (%) =
Town of Waynesville
NC0025321
6
95
8.92
FINAL RESULTS
Lead
Max. Pred Cw
Allowable Cw
131.7796297
0.0
Parameter =
Standard =
Lead
25.0
Date n < BDL=1/2DL Actual Data
5/21/99
1 < 25.000
50.000
µg/l
RESULTS
Std Dev.
Mean
C.V.
Number
of data points
Mult Factor =
Max. Value
Max. Pred Cw
Allowable Cw
13.16082204
18.4
0.716235213
20
2.64
50.000 µgll
131.7796297 AO
280.4 AO
8/27/99 2 < 2.500
11/12/99
2/18/00
5/12/00
8/11/00
11/17/00
10/25/95
2/21/96
5/10/96
8/28/96
11/21/96
3/11/97
5/23/97
11/20/97
2/19/98
5/14/98
8/21/98
11/6/98
2/12/99
3 < 2.500
4 < 2.500
5 < 2.500
6 < 2.500
7 < 2.500
8 < 2.500
9 < 50.000
10 < 25.000
11 < 25.000
12 < 25.000
13 < 25.000
14 < 25.000
15 < 25.000
16 < 25.000
17 < 25.000
18 < 25.000
19 < 25.000
20 < ` '` ` 25.000
5.000
5.000
5.000
5.000
5.000
5.000
5.000
100.000
50.000
50.000
50.000
50.000
50.000
50.000
50.000
50.000
50.000
50.000
50.000

Facility Name =
NPDES # =
Qw (MGD) =
7Q10s (cfs) =
_MC(%) -
Town of Waynesville
NC0025321
6
95
.92
FINAL RESULTS
Zinc
Max. Pred Cw
Allowable Cw
Allowable #/day
934.7521199
560.8
0.00
RESULTS
Std Dev.
Mean
C.V.
Number
of data points
Mult Factor =
Max. Value
Max. Pred Cw
Allowable Cw
74.1982187
88.3
0.840059085
20
3.01
311.00 µg/1
934.7521199 µgl1
560.8 µg/1
Parameter =
Standard =
Zinc
50.0
Date n < BDL=1/2DL Actual Data
5121199
µg/1
8/27/99
11/12/99
2/18/00
5/12/00
8/11/00
11/17/00
10/25/95
2/21/96
5/10/96
8/28/96
11/21/96
3/11/97
5/23/97
11/20/97
2/19/98
5/14/98
8/21/98
11/6/98
2/12/99
100.0
2
3
4
5
6
7
8
9 165.0
10 90.0
11 180.0
12 5.0
13 43.0
14 < 2.5
15 94.0
16 34.0
17 45.0
18 311.0
19 135.0
20 97.0
153.0
78.0
92.0
62.0'
40.0
5.0
35.0
100.000-
153.000
78.000
92.000
62.000
40.000
10.000
35.000
165.000
90.000
180.000
5.000
43.000
5.000
94.000
34.000
45.000
311.000
135.000
97.000

1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
Long Term Monitoring Plan
DATA SHEETS
POTW NAME =
WAYNESVILLE WWTP
NPDES/NONDISCHARGE PERMIT # =
NC 0025321
SAMPLE LOCATION =
EFFLUENT
All units of measurement except flow are expressed as
mg/1 on this worksheet
Below Dete it Data (-BDL--should-be--marked-as-"-<-and the detection limit" ; i . e . < 0. 002 .
BOD
TSS
CADMIUM
CHROMIUM
COPPER
NICKEL
LEAD
ZINC
SAMPLE
DATE
FLOW
MGD
MDL
2.0
MDL
1.0
MDL
0.01
MDL
0.02
MDL
0.01
MDL
0.050
MDL
0.100
MDL
0.010
5/21/99
4.29
10.3
11.3
< 0.01
< 0.02
0.012
0.114
< 0.050
0.100
8/27/99
3.12
11.3
17.3
< 0.01
< 0.02
0.02
<0.020
< 0.005
0.153
11/12/99
3.08
4.3
13.6
< 0.01
< 0.02
< 0.01
<0.020
< 0.005
0.078
2/18/00
3.98
21.3
11.0
< 0.01
< 0.02
0.01
<0.020
< 0.005
0.092
5/12/00
3.95
41.6
22.0
< 0.01
< 0.02
0.03
<0.020
< 0.005
0.062
8/11/00
3.38
4.6
16.6
< 0.01
< 0.02
0.01
<0.020
< 0.005
0.040
11/17/00
3.34
14.0
13.6
< 0.01
< 0.02
< 0.01
<0.020
< 0.005
< 0.010
10/25/95
4.40
12.3
17.0
0.001
0.005
0.016
<0.050
<0.005
0.035
2/21/96
5.51
08.0
16.6
0.017
< 0.02
0.022
<0.050
<0.100
0.165
5/10/96
4.83
08.0
11.0
0.011
< 0.02
0.031
0.132
< 0.050
0.090
8/28/96
3.89
10.0
8.3
< 0.007
< 0.02
< 0.011
<0.020
< 0.050
0.180
11/21/96
3.87
14.0
9.0
< 0.002
< 0.02
< 0.01
0.010
< 0.050
0.005
3/ 11 /97
6.14
10.0
11.3
< 0.002
< 0.02
< 0.01
< 0.020
< 0.050
0.043
5/23/97
4.54
11.3
10.0
< 0.002
< 0.02
< 0.01
< 0.010
< 0.050
< 0.005
11/20/97
3.84
14.3
14.6
< 0.002
< 0.02
< 0.01
< 0.020
< 0.050
0.094
2/19/98
5.32
27.0
22.6
0.006
< 0.02
< 0.01
<0.020
< 0.050
0.034
5/14/98
4.83
15.6
21.3
0.017
< 0.02
< 0.02
0.528
< 0.050
0.045
8/21/98
2.85
8.0
4.0
< 0.01
< 0.02
0.029
< 0.020
< 0.050
0.311
11/6/98
2.65
5.0
•7.0
< 0.01
< 0.02
0.013
0.053
< 0.050
0.135
2/12/99
3.66
15.3
21.6
0.029
< 0.02
0.023
0.066
< 0.050
0.097
TOTAL =
# VALUES =
AVERAGE =
MAXIMUM =
MINIMUM =
81.47
266.2
279.7
0.186
0.385
0.317
1.233
0.735
1.774
20
20
20
20
20
20
20
20
20
4.07
13.31
13.99
0.01
0.0190
0.0159
0.0607
0.0350
0.088
6.14
41.6
22.6
0.029
0.02
0.031
0.528
0.1
0.311
2.65
4.3
4
0.001
0.005
0.01
0.01
0.005
0.005
BDL DATA USED FOR AVERAGES ARE ESTIMATED TO BE: (ie 0, 1/2 DETECTION LIMIT, THE DETECTION LIMIT).
BDL DATA IS CALCULATED AS 0 FOR ALL AVERAGES ON THIS WORKSHEET

Whole Effluent Toxicity Testing Self -Monitoring Summary
FACILITY REQUIREMENT
August 16, 2001
YEAR JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC
Wade Hampton Club Perm chr lim: 34 %
NC0062553/001 Begin:3/1/1998 Frequency: Q P/F + Mar Jun Sep Dec + NonComp:Single
County: Jackson Region: ARO Subbasin: SAVO2
PF: 0.125 Special
7Q10: 0.37 lWC(%).34 Order:
1997
1998 —
1999 —
2000 —
2001 —
Pass
Pass
Pass
Pass
Pass
Pass — — Fall Pass — Pass
Fail Pass — Pass — — Pass
Pass — — Pass — — Pass
Pass — — P865 — — Pass
Pass
Wake Forest W WTP Perm chr lim: 5.3%
NC0030759/001 Begim17J1/2000 Frequency: Q Feb May Aug Nov + NonComp:Single
County: Wake Region: RRO Subbasin: NEU02
PF: 2.4 Special
7Q10: 67 LWC(%)5.3 Order
1997 — Pass — Pass — Pass — — Pass —
1998 — Pass — — Pass — — Pass — -- Pass —
1999 — Pass — — Pass —• — Pass Pass — NRIPass Pass
2000 — Pass — — Pass -- — Pass — Pass --
2001 — Pass — — Pass —
Wallace W WTP Penn chr lim: 27%
NC0020702/001 Begin:9H11996--Frequency: Q P/F +—Mai Jiio"Sep--Dec— -AonCa mg)o
County: Duplin Region: WIRO Subbasin: CPF22
PF: 1.0 Special
7Q10: 4.20 IWC(%)20.53 Order:
1997 —
1998 —
1999 —
2000
2001 —
Pass — Pass __ — Pass
— Pass — — Fail Pass Pass
- Fail Fail Pass Pass — — Late
— Pass — — Pass — Pass
— Pass — — Pass
Late
Pass
Pass
Late Pass
NR/Pass
Wallace WWTP Penn chr lim: 90
NC0003450/001 Begin:11/1/1999 Frequency: Q Jan Apr Jul Oct
County: Duplin Region: WIRO Subbasin: CPF22
PF: 4.42 Special
7Q10: 0.09 I W C(%):98.70 Order.
+ NonComp:Single
1997 —
1998 —
1999 —
2000 —
2001 I
— — I
Ward Transformer Co, Inc. Perm chr lim: 90%
NC0045608/001 Begin:8/I/1999 Frequency: Q P/F + Jan Apr Jul Oct
County: Wake Region: RRO Subbasin: NEU02
PF: 0.05 Special
7Q10: 0.0 I WC(•%):100 Order.
NonComp:Single
1997 Pass — — Pass — — Pass — — Pass
1998 Late Fail Pass Pass — — Fail Fail Pass Pass
1999 Pass — — Pass — — Pass — -- Pass
2000 NR/Late Pass — Pass — — Pass — Pass
2001 Pass — — Pass — —
Warren Co. W WTP Penn chr lim: 76% 1997 — — Pass — -- Late Pass — Pass Pass
NC0020834/001 Begin:2/1/2001 Frequency: Q Mar Jun Sep Dec + NonComp:Single 1998 — — Pass — Pass — — Pass — Pass
County: Warren Region: RRO Subbasin: TAR04 1999 — — Pass — — Foil Pass — Fail Pass — Pass
PF: 2.0 Special 2000 — — Pass — — Pass — — Pass — — Pass
7Q10: 1.0 IWC(%):76.0 Order: 2001 -- — NR/Pass — — NR
Washington W WTP Penn 24hr ac p/f lim: 90°/. fThd 9 1997 -- Pass -- Pass — — Pass — — Pass
NC0020648/00I Begin:5/1/2000 Frequency: Q P/F + Feb May Aug Nov + NonComp:Single 1998 — Pass — —• Pass — — Pass — Pass
County: Beaufort Region: WARO Subbasin: TAR07 1999 — Pass Pass — Pass -- Pass
PF: 3.2 Special 2000 — Pass — — Pass — — Pass — Pass
7Q10: Tidal IWC(%):NA Order. 2001 — Pass — — Pass —
Wayne Farms -Dobson Plant Peres chr lim: 3.9%
NC0006548/001 Begin:7/1/1999 Frequency: Q P/F + Jan Apr Jul Oct
County: Suny Region: WSRO Subbasin: YADO2
PF: 0.6 Special
7Q10: 23 IWC(%):3.9 order:
+ NonComp:Single
1997 Pass — — Pass — — NR/Fail Pass — Pass
1998 Pass — — Pass — -- Pass —• — Pass
1999 N1Wass — — Pass — — Pass Pass
2000 Pass — — Pass — — Pass — — Pass
2001 Pass — — Pass —
Perm chr lire: 9 % 1097 — Pass — — Pass — — Pass — — Pass
egm:2/1/1997 Frequency: Q P/F + Feb May Aug Nov NonComp:Single 1998 — Pass — Pass — -- Pass — -- Pass --
County: Haywood Region: ARO Subbasin: FRB05 1999 — Pass — — Pass -- — Pass — Fa _ 6' >tll'
PF: 6.0 Special 2000 .fily. Pass — — Pass -- — Pass -- Pass --
7Q10:95.0 1WC(%):8.91 Order: 2001 — Pass — Pass --
Weldon wwrp Penn 24hr p/f ac lim: 90%
NC002572I/001 Begin:6/1/1997 Frequency: Q + Jan Apr Jul Oct
County: Halifax Region: RRO Subbasin: ROA08
PF: 1.2 Special
7QI0: 1000 IWC(%):0.19 Orden
+ NonComp:Single
1997 Pass — — Pass
1998 Pass — — Fail
1999 Pass — — Pass
2000 Pass — — Pass
2001 Pass — — Pass
Pass
Pass -- -- Pass
Pass Pass
Pass -- — Pass
Pass — — Pass
West Jefferson WWII' Perin chr lim:45%(New pern6/1/2001) 1997 Pass — — NR/Pass -- -- Pass — -- Fail Pass
NC0020451/001 Begun 1/1/I996 Frequency: Q P/F + Jan Apr Jul Oct NonComp:Single 1998 Pass — — Pass. —• Pass -- Pass
County: Ashe Region: WSRO Subbasin: NEW02 1999 Pass,Fail — — Pass Pass Pasa
PF: 0.369 Special 2000 Pass — — Pass -- NR/Pass — — Pass
7Q10: 0.70 IWC(%):44.92 Order: 2001 Pass — — Pass —
Y Pre 1997 Data Available
LEGEND:
PERM - Permit Requirement LET = Administrative Letter - Target Frequency = Monitoring frequency: Q- Quarterly; M- Monthly; BM- Bimonthly; SA- Semiannually; A- Annually; OWD- Only when discharging; D- Discontinued monitoring requirement
Begin - First month required 7Q10 = Receiving stream low Row criterion (cfs) + = quarterly monitoring increases to monthly upon failure or NR Months that testing must occur - ex. Jan, Apr, Jul, Oct NonComp = Current Compliance Requirement
PF — Permitted Bow (MGD) IWC% = lustream waste concentration P/F = Pass/Fail test AC = Acute CHR = Chronic
Data Notation: f- Fathead Minnow; • - Ceriodaphnia sp.; my - Mysid shrimp; ChV - Chronic value; P - Mortality of stated percentage at highest concentration; at - Performed by DWQ Aquatic Tox Unit; bt - Bad test
Reporting Notation: --- = Data not required; NR - Not reported Facility Activity Status: 1 - Inactive, N • Newly Issued(To construct); H - Active but not discharging; t-More data available for month in question; • = ORC signature needed
49

Town of Waynesville VWVfP (effluent data)
Date TN TP
(mg/L) (mg/L)
Jan-99
Feb-99
Mar-99
Apr-99
May-99
Jun-99
Jul-99
Aug-99
Sep-99
Oct-99
Nov-99
Dec-99
Jan-00
Feb-00
Mar-00
Apr-00
May-00
Jun-00
Jul-00
Aug-00
Sep-00
Oct-00
Nov-00
Dec-00
Jan-01
Feb-01
0.98 0.39
1, 72 25.68
4.8 0.57
1.56 0.35
3
78 0.1
3J88 0.16
6.65 1
5
99 0.57
.7 0.49
average 3.67 3.26
max 6.165 25.68
min 0.98 0.1

IWC Calculations
Waynesville WWTP
NC 025321
Pre ared By: Natalie Sierra, NPDES Unit
Entr Design Flow (MGD):
Enter s7Q10(cfs):
Enter w7Q10 (cfs):
6
95
111
Residual Chlorine
7Q10 (CFS)
DESIGN FLOW (MGD)
DESIGN FLOW (CFS)
ST EAM STD (UG/L)
UP BACKGROUND LEVEL (U
IWC (%)
Allowable Conc. (ug/l)
Fecal Limit
(If DF >331; Monitor)
(If D* <331; Limit)
Dilution Factor (DF)
NPDES Servor/Current Versions/IWC
0.8568
0.072
0.1116
17.0
0
11.52
148
Ammonia (NH3 as N)
(summer)
7Q10 (CFS)
DESIGN FLOW (MGD)
DESIGN FLOW (CFS)
STREAM STD (MG/L)
UPS BACKGROUND LEVEL
IWC (%)
Allowable Conc. (mg/I)
Ammonia (NH3 as N)
(winter)
7Q10 (CFS)
2001100m1 DESIGN FLOW (MGD)
DESIGN FLOW (CFS)
STREAM STD (MG/L)
8.68 UPS BACKGROUND LEVEL
IWC (%)
Allowable Conc. (mg/I)
95
6
9.3
1.0
0.22
8.92
9.0
111
6
9.3
1.8
0.22
7.73
20.7
8/20/01

WAYNE5YILE
P11111.0111S ..Itb /1M1\
Y111 \MD 1,1-1
Town of Waynesville
May 30, 2001
Ms. Valery St; phens
NC DENR, ,ter Quality, Point Source Branch
1617 Mail Service Center
Raleigh, NC 27699-1617
Re: NPDES Permit Number NC0025321
Request for Renewal
Dear Ms. Steens:
On behalf of t �e Town of Waynesville I respectfully request renewal of the referenced permit for the
Town's WasteWater Treatment Plant. An original and two copies of the completed application form
and narrative of the sludge management plan is submitted.
Your assistance is appreciated. Do not hesitate to contact me at [phone] or
[e-mail] if questions or comments arise.
Sincerely,
Fre• -
Pu•
�=r
4,1
'ck L : aker, P.E.
orks birector
FLB:pm
cc: Town anager
WWT
rOB 100, 16 SOUTH MAIN ST., WAYNESVILLE, NC 28786 • PHONE [phone] • FAX [phone]

NC DENR / DWQ / NPDES PERMIT APPLICATION - STANDARD FORM ADENR /
DWQ / NPDES PERMIT APPLICATION - STANDARD FORM A
Municial Facilities with permitted flows > 1 MGD or with pretreatment programs
SECTIO ' III. INDUSTRIAL WASTE CONTRIBUTION TO MUNICIPAL SYSTEM
Submit a separate Section Ill for each Significant Industrial User.
1. Significant Indu trial User (SIU)
An SIU has (or caul have) significant impact on the POTW receiving the wastewater or upon the quality of effluent from the receiving POTW.
Specifically, an SIU:
has a flow of 50,000 gallons or more per average workday;
has a flow greater th n 5 percent of the total flow carried by the municipal system m receiving the waste, or
has a toxic material In its discharge.
It may be necessary to alter these administrative criteria in certain cases, such as an instance where two or more contributing industries in
combination can produce an undesirable effect on either the municipal facility or the quality of its effluent.
Name of SIU
Holston Group Inc.
Street addre7
19119 Great Smoky Mountain Expressway
City Waynesville County Haywood
State NC Zip Code 28786
Telephone Number ( 828 ) 456-2836
Fax Number ( )
e-mail address
2. Primary Product or Raw Material
Specify either the principal product or the principal raw material and the maximum quantity per day produced or consumed.
Quantities are to be reported in the units of measurement for each SIC category at the facility. SIC categories should use the units
of measurement normally used by that industry.
Product
Oily Waste & Used Oil Recycling
Raw Material Quantity Units
Oily Wastewater 0.085 mgd
3. Flow
Indicate the volume of water discharged into the POTW and whether this discharge is intermittent or continuous
0.006
MGD x Intermittent _ Continuous
6 of 4

NC DENR / DWQ / NPDES PERMIT APPLICATION - STANDARD FORM A
Municipal Facilities with permitted flows > 1 MGD or with pretreatment programs
SECTION III. INDUSTRIAL WASTE CONTRIBUTION TO MUNICIPAL SYSTEM
1. Significant Indu
An SIU has (or could
Specifically, an SIU:
has a flow of 50,000
has a flow greater tha
has a toxic material in
It may be necessary t
combination can prod
Name of SIU
Street addre
City
State
Submit a separate Section 111 for each Significant industrial User.
trial User (SIU)
ave) significant impact on the POTW receiving the wastewater or upon the quality of effluent from the receiving POTW.
alions or more per average workday;
5 percent of the total flow carried by the municipal system m receiving the waste, or
its discharge.
alter these administrative criteria in certain cases, such as an instance where two or more contributing industries in
ce an undesirable effect on either the municipal facility or the quality of its effluent.
Benfield Industries Superfund Site (Mountain Environmental Services Inc.)
P.O. Box 148
Hazelwood County Haywood
NC
Zip Code 28786
Telephone Number ( 828 ) 456-1740
Fax Number
e-mail address
2. Primary Product or Raw Material
Specify either the principal product or the principal raw material and the maximum quantity per day produced or consumed.
Quantities are to bl reported in the units of measurement for each SIC category at the facility. SIC categories should use the units
of measurement normally used by that industry.
Product
Groundwater
Raw Material
Contaiminated Groundwater
Quantity
0.085
3. Flow
Indicate the volume of water discharged into the POTW and whether this discharge is intermittent or continuous
0.01
MGD
_Intermittent x Continuous
Units
mgd
6 of 4

Town Of Waynesville WWTP 0°2532I
Installed Treatment Components
1- Influent Fk wmeter
Isco Ultrasonic model # 4210 connected to circular chart recorder & totalizer in WWTP
Laboratory. Primary flow device is 24" Palmer Bowlus Flume.
2- Parkson Aquaguard Influent Screen model # AG -MN -A Opening size 0.56"
3- Aerated Grit Chamber with 7.5 HP air lift blower. 3 HP aerator blower. 400 gpm Combs grit
separator. rit Chamber dimensions are 16' long 13' wide 11' deep. 17'160 gallon capacity
4- 2 Circular rimary Clarifiers 80' diameter 8' deep with oil skimmers and 1500 gallon grease
collection t . Combined capacity is 0.60 MG. 2 Dorr Oliver primary sludge withdraw
pumps 3" air operated. Sludge pump maximum capacity combined with current air compressor
is 3 3' 120 gpd.
5- Primary Effluent Lift Station 3- 10" Gorman Rupp suction lift pumps 2500 gpm capacity each.
6- 4 Aeration Basins with coarse air diffusion 189' long 29' wide 12.2' deep
Capacity is 0.50 MG each. Aeration supplied with 4 Hoffman Centrifugal Compressors at a
capacity 1.3500 CFM each.
7- 2 Rectangular Leopold Clarivac secondary clarifiers 148' long 55' wide 8' deep
Capacity is 0.48 MG each. Sludge withdrawal is maintained with floating bridge continuous
vacuum siphon. Return sludge is pumped with 2-10" centrifugal pumps back to aeration basin.
Waste sludge is pumped with 4" centrifugal pump to secondary gravity thickener.
8- Chlorine Mixer Capacity 6 MGD
9- Chlorine Contact Basin with 2- 5' rectangular weirs at effluent discharge point. Dimensions
of basin i 74'long 48"wide 5'deep. Volume is 130'000 gallons.
10- 1 Primary Sludge Gravity Thickener. Dimensions are 22' diameter 10' deep volume of 28'495
gallons. Sludge is withdrawn with 3" Dorr Oliver air diaphragm pump and 3" progressive
cavity p p to anaerobic digester.
11- 1 Secondary Sludge Gravity Thickener. Dimensions are 28' diameter 10' deep volume of
46' 15 8 g lions. Sludge is withdrawn with 3" progressive cavity pump to anaerobic digester.
12- 1 Gas mixed Floating Cover Anaerobic Digester with 500'00 BTU sludge heater.
4"centrifugal recirculation pump and 4" progressive cavity withdraw pump. Dimensions are
60' diameter 23' deep volume is 487'485 gallons.
13- 1 Belt Fil
er Press size is 1 meter. 1.5 meter upgrade in mid to late 2001.

14- Sludge St bilization equipment for production of Class A biosolids. This equipment consists
of.
1- 24 ton ' e silo.
1- sludge r& lime blender with external electrical heat source.
1 - lime volume control screw conveyor
1 - agricultural lime volume control screw conveyor
1- sludge Screw conveyor
1- invess 1 pastuerization unit with external electrical heat source
1- fmishe product belt conveyor
15- 2 Chlorinators for effluent disenfection. Capacity is 2001b. Per day
16- 1 Backup Generator 180 KW serves as backup power for Primary Effluent pump station"
return activated sludge pumps" laboratory power and secondary clarifiers.

To("
0 fr � q y.��5 v� G G e I�w I'� WccO253Z'

Primary Clarifiers
Grit
Chamber
nf.
I m9 d Inf.Sampler
6
Automatic
Flow Inf. Screen
Meter
3 Mgd
3 Mgd
Town Of Waynesville WWTP
Flow Schematic
Primary Eff.
Lift Station
Primary Sludge
Flow 0.01 mgd
Secondary Gravity
Thickener Eff.
Return
•
♦
Aeration Basins 4
•
Secondary
Clarifiers 2
Sludge Flow to
Digester 0.008 mgd
Primary Gravity Thickener
Chlorine Contact
Chamber
. Eff. Sampler
•
1
RAS Flow
2.5 - 3.0 mgd
WAS Flow 0.2 mgd
Secondary Gravity
Thickener
Anaerobic
Digester
Discharge 001
to Pigeon River
Belt Press
Dewatering &
Lime
Stabilization
1►
Belt Press Filtrate & Primary
Gravity Thickener Eff. Return
All Sludge Waste Flows are approximate and will change
seasonally.
Main Plant flow
Primary Sludge Flow
RAS & Secondary Thickener Eff.
WAS
Belt Press Filtrate & Primary Thickener Eff.
Primary & Secondary Sludge flow through Anaerobic
Digester to Belt Press and Biosolids storage
Page 1
Biosolids
Storage Area

Narrative Description of The Town Of Waynesville Wastewater Treatment Plant
Sludge Management
The Town Of Waynesville Wastewater Treatment Plant Generates both Primary sludge with primary
clarifiers and Taste Activated sludge from the secondary Activated Sludge process at the Wastewater
Treatment Pl t
The two Settled sludges are gravity thickened in Primary and Secondary Gravity Sludge Thickeners. The
Gravity thickened sludges are pumped to an Anaerobic Digester for further Volatile solids and pathogen
reduction. The digested sludge is then dewatered with a 1 meter belt press. The dewatered sludge is blended
with Lime Kiln dust and Agricultural Lime to achieve the required Vector Attraction Reduction
requirements d is Heat pasteurized to 158 degrees or greater for Pathogen reduction requirements.
The lime Sta ilization and Heat Pasteurization equipment used is RDP Technologies Thermoblender and
30 minute de ention time Pasteurization Vessel.
All biosolids
public free of
produced are stored in a covered Building onsite .The Biosolid product is distributed to the
charge.
I certify that I am familiar with the information provided and that to the best of my knowledge and belief
such information is true, complete, and accurate
Printed Name of Person Signing
Title
Signature licant or Authorized • �> '� ,� Date .3 f0 0
gn OAPP