NC0079481_Permit Issuance_20100706

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NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins
Governor Director
July 6, 2010
Mr. Dennis J. Whitson, Owner
Whitson Realty
3800 Sugar Hill Road
Marion, North Carolina 28752
Subject: NPDES Permit Issuance
Permit No. NCO079481
Harmony Estates WWI?
McDowell County
Dear Mr. Whitson:
Dee Freeman
Secretary
Division personnel have reviewed and approved your application for renewal of the subject
permit. Accordingly, we are forwarding the attached NPDES discharge permit. This permit is
issued pursuant to the requirements of North Carolina General Statute 143-215.1 and the
Memorandum of Agreement between North Carolina and the U.S. Environmental Protection Agency
dated October 17, 2007 (or as subsequently amended.)
The permit authorizes Harmony Estates WWTP to discharge up to 40,000 GPD of treated
wastewater to an unnamed tributary to North Muddy Creek, a class C water in the Catawba River
Basin. The permit includes discharge requirements and/or limitations for flow,, biochemical oxygen
demand (BOD), total suspended solids, ammonia, fecal coliform bacteria, total residual chlorine,
dissolved oxygen and pH.
The following procedure has been implemented by DWQ: Total residual chlorine (TRC)
compliance level changed to 50 ug/l. Effective March 1, 2008, the Division received -EPA
approval to allow a 50 ug/l TRC compliance level. This change is due to analytical difficulties
with TRC measurements. Facilities will still be required to report actual results on their
monthly discharge monitoring report (DMR) submittals, but for compliance purposes, all TRC
values below 50 ug/1 will be treated as zero. A footnote regarding this change has been added to
the effluent limitations page in the permit.
If any parts, measurement frequencies or sampling requirementscontained in this perrhit 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
1617 Mail Service Center, Raleigh, North Carolina 27699-1617
Location: 512 N. Salisbury St. Raleigh, North Carolina 27604 One
Phone: [phone] FAX: [phone] Customer Service:1-877-623.6748 No Carolina
Internet: www.ncwaterquality.org
An Equal Opportunity 1 Affirmative Action Employer

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 a demand is made, this permit shall be final and binding.
Please take notice that this permit is not transferable. The Division may require modification
revocation and reissuance of the pemut. 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, Coastal Area Management Act, or any other Federal or Local
governmental permits may be required.
If you have any questions or need additional information, please contact Ms. Jacquelyn
Nowell at telephone number [phone].
S' erely,
44V4
leen H. Sullins
�j
Attachments
cc: Asheville Regional Office / Surface Water Protection Section
NPDES Permit File
Central Files

Permit NCO079481
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
PERMIT
TO DISCHARGE WASTEWATER UNDER THE
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
In compliance with the provision of North Carolina General Statute 143-215.1, other lawful
standards and regulations promulgated and adopted by the North Carolina Environmental
Management Commission, and the Federal Water Pollution Control Act, as amended,
Dennis J. Whitson
is hereby authorized to discharge wastewater from a facility located at the
Harmony Estates WWTP
NCSR 1765
Marion
McDowell County
to receiving waters designated as an unnamed tributary to North Muddy Creek in
the Catawba River Basin in accordance with effluent limitations, monitoring
requirements, and other conditions set forth in Parts I, II, III and IV hereof.
This permit shall become effective August 1, 2010.
This permit and authorization to discharge shall expire at midnight on December 31, 2014.
Signed this day July 6, 2010.
o en H. Sullins, Director
D vision of Water Quality
By Authority of the Environmental Management Commission

• , Permit NCO079481
SUPPLEMENT TO PERMIT COVER SHEET
All previous NPDES Permits issued to this facility, whether for operation or discharge are hereby revoked. As of
this permit issuance, any previously issued permit bearing this number is no longer effective. Therefore, the
exclusive authority to operate and discharge from this facility arises under the permit conditions, requirements,
terms, and provisions included herein.
Dennis J. Whitson, is hereby authorized to:
1. Continue to operate an existing 0.020 MGD wastewater treatment facility with
the following components:
♦ Bar screen
♦ Equalization tank
♦ Dual grinder pumps
♦ Aeration tank
♦ Clarifier
♦ Sludge holding tank
♦ Chlorination and dechlorination equipment
♦ Flow meter (totalizer)
This facility is located east of Marion at the Harmony Estates VWVTP on NCSR
1765 in McDowell County.
2. After receiving an Authorization to Construct from the Division, construct and
operate a 0.040 MGD wastewater treatment system.
3. Discharge from said treatment works at the location specified on the attached
map into an unnamed tributary to North Muddy Creek, classified C waters in the
Catawba River Basin.

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3945
Latitude: 35°40'28"
Longitude: 81'53'39"
Receiving Stream:
UT North Muddy Creek
Quad #: E11 N W
'Stream Cuss: C
Subbasin: 30830
NCO079481
Harmony Estates
WWTP
IFacility dfiM;,'
< < 111

Permit NCO079481
A. (I.) EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS - [0.020 MGD]
During the period beginning on the effective date of this permit and lasting until expansion above 0.020 MGD,
the Permittee is authorized to discharge from outfall 001. Such discharges shall be limited and monitored by
the Permittee as specified below:
PARAMETER
LIMITS
MONITORING REQUIREMENTS
Monthly
Average
Daily
Maximum
Measurement
Fre uenc
Sample
Type
Sample Locationl
Flow
0.020 MGD
Continuous
Recording
Influent or Effluent
BOD, 5-day (202C)
30.0 mg/L
45.0 mg/L
Weekly
Composite
Effluent
Total Suspended Solids
30.0 mg/L
45.0 mg/L
Weekly
Composite
Effluent
NH3 as N
(April 1 - October 31
2.0 mg/L
10.0 mg/L
Weekly
Composite
Effluent
NH3 as N
November 1- March 31
4.0 mg/L
20.0 mg/L
Weekly
Composite
Effluent
Fecal Coliform
(geometric mean
200 / 100 ml
400 / 100 ml
Weekly
Grab
Effluent
Dissolved Oxygen
Weekly
Grab
Effluent,
Upstream & Downstream
Total Residual Chlorine3
28 /rg/L
2/Week
Grab
Effluent
Temperature (C)
Weekly
Grab
Effluent,
Upstream & Downstream
pH
> 6.0 and < 9.0 standard units
Weekly
Grab
Effluent
Footnotes:
1. Upstream = at least 100 feet upstream from the outfall. Downstream = at least 300 feet downstream from
the outfall.
2. The daily average dissolved oxygen effluent concentration shall not be less than 5.0 mg/L.
3. The Division shall consider all effluent total residual chlorine values reported below 50 µg/1 to be in
compliance with the permit. However, the Permittee shall continue to record and submit all values reported
by a North Carolina certified laboratory (including field certified), even if these values fall below 50 µg/l.
There shall be no discharge of floating solids or visible foam in other than trace amounts.

Permit NCO079481.
A. (2.) EFFLUENT LBOTATIONS AND MONITORING REQUIREMENTS - [0.040 MGD]
During the period beginning after expansion above 0.020 MGD and lasting until expiration, the Permittee is
authorized to discharge from outfall 001. Such discharges shall be limited and monitored by the Permittee as
specified below:
PARAMETER
LIMITS
MONITORING REQUIREMENTS
Monthly
Average
Weekly
Average
Measurement
Frequency
Sample
T e
Sample Locaffonl
Flow
0.040 MGD
Continuous
Recording
Influent or Effluent
BOD, 5-day (202C)
30.0 mg/L
45.0 mg/L
Weekly
Composite
Effluent
Total Suspended Solids
30.0 mg/L
45.0 mg/L
Weekly
Composite
Effluent
NH3 as N
(April 1— October 31
2.0 mg/L
10.0 mg/L
Weekly
Composite
Effluent
NH3 as N
November 1— March 31
4.0 mg/L
20.0 mg/L
Weekly
Composite
Effluent
Fecal Coliform
eometdc mean
200 / 100 ml
400 / 100 ml
Weekly
Grab
Effluent
Dissolved Oxygen
Weekly
Grab
Effluent,
Upstream & Downstream
Total Residual Chlorine3
28 ug/L
2/Week
Grab
Effluent
Temperature (4C)
Weekly
Grab
Effluent,
Upstream & Downstream
pH
> 6.0 and < 9.0 standard units
Weekly
Grab
Effluent
Footnotes:
1. Upstream = at least 100 feet upstream from the outfall. Downstream = at least 300 feet downstream from
the outfall.
2. The daily average dissolved oxygen effluent concentration shall not be less than 5.0 mg/L.
3. 'The Division shall consider all effluent total residual chlorine values reported below 50 µg/1 to be in
compliance with the permit. However, the Permittee shall continue to record and submit all values reported
by a North Carolina certified laboratory (including field certified), even if these values fall below 50 µg/1
There shall be no discharge of floating solids or visible foam in other than trace amounts.

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ASIIE«7I) i E
CITIZEN T M ES
VOICE OFTHE MOUNTAINS • C17I7.EN-ITMES.mm
AFFIDAVIT OF PUBLICATION
BUNCOMBE COUNTY
SS.
NORTH CAROLINA
Before the undersigned, a Notary Public of said County and
State, duly commissioned, qualified and authorized by law
to administer oaths, personally appeared Elyse Giannetti,
who, being first duly sworn, deposes and says: that she is
the Legal Billing Clerk of The Asheville Citizen -Times,
engaged in publication of a newspaper known as The
Asheville Citizen -Times, published, issued, and entered as
first class mail in the City of Asheville, in said County and
State; that she is authorized to make this affidavit and
sworn statement; that the notice or other legal
advertisement, a true copy of which is attached hereto, was
published in The Asheville Citizen -Times on the
following date: May 13`h , 2010. And that the said
newspaper in which said notice, paper, document or legal
advertisement was published was, at the time of each and
every publication, a newspaper meeting all of the
requirements and qualifications of Section 1-597 of the
General Statues of North Carolina and was a qualified
newspaper within the meaning of Section 1-597 of the
General Statues of North Carolina.
Signed this 13th, day of May, 2010
Swom to and subscribed before me the 13th, day of May,
2010.
My Commission expires the 6'h, day of October, 2011.
- [phone] 1 [phone] FAX
14 O. HENRY AVE. I P.O. BOX 2090 1 ASHEVILLE, NC 28802 1 [phone]
�• I

SOC PRIORITY PROJECT: Yes No X
IF YES, SOC NUMBER
TO: NPDES UNIT
WATER QUALITY SECTION
ATTENTION: Jackie Nowell/ NPDES Raleigh
DATE: 10/13/2009
NPDES STAFF REPORT AND RECOMMENDATION
McDowell COUNTY
PERMIT NUMBER NCO079481
PART I - GENERAL INFORMATION Harmony Estates WWTP
1. Facility and Address: Harmony Estates VWUTP
Deer Park Road, Lots # 90 & 91, Nebo, NC 28761
Mailing Address: Mr. Dennis J. Whitson/ Whitson Realty (phone [phone])
3800 Sugar Hill Road, Marion, NC 28752
2. Date of Investigation: 10/12/2009
3. Report Prepared By: Janet Cantwell/ DWQ-ARO
4. Persons Contacted and Telephone Number: Dennis Whitson/ owner, Office # 828-738-3540
5. Directions to Site: 1-40E from ARO: take Exit 90 toward Nebo & go @ 0.2 miles; turn left at
Harmony Grove Road/ SR 1747 & go @ 1.2 miles. Turn left at Deer Park Road/
SR1765 & go @ 0.4 miles. Turn left at Harmony Drive & right at Sky View Drive.
6. Discharge Point(s), List for all discharge points:
Latitude: 35 degrees 40' 28" Longitude: 81 degrees 53' 39"
Attach a USGS map extract and indicate treatment facility site and discharge point on map.
U.S.G.S. Quad No. El NW U.S.G.S. Quad Name Marion East
7. Site size and expansion area consistent with application? This is an existing plant.
Yes No If No, explain:
8. Topography (relationship to flood plain included): Facility is on a gentle slope.
9. Location of nearest dwelling: @ 250'
10. Receiving stream or affected surface waters: UT North Muddy Creek
a. Classification: C
b. River Basin and Subbasin No.: Catawba River Basin, Subbasin # 30830
-1-

C. Describe receiving stream features and pertinent downstream uses: This is a 2'-3' wide spring -
fed stream which runs through a wooded area.
PART II - DESCRIPTION OF DISCHARGE AND TREATMENT WORKS
1. a. Volume of wastewater to be permitted :
No discharge /possible stormwater Currently 0.020 MGD (Ultimate Design Capacity)
b. What is the current permitted capacity of the Wastewater Treatment facility? Currently 0.020 MGD.
( A.(2) of the current permit has 0.040 MGD flow after expansion).
Mr. Whitson stated that there are several vacant lots but that if they decide to construct
more homes, they will use two lots per home and install septic systems instead of connecting
to the existing WWTP. _
C. Actual treatment capacity of the current facility (current design capacity) 0.020 MGD
d. Date(s) and construction activities allowed by previous Authorizations to Construct issued in the
previous two years: N/A
e. Please provide a description of existing or substantially constructed wastewater treatment facilities:
Existing facility has: EQ basin, dual grinder pumps, aeration basin, clarifier, chlorine contact
basin, in -line dechlorination & flowmeter.
f. Please provide a description of proposed wastewater treatment facilities: This is an existing plant.
g. Possible toxic impacts to surface waters: Chlorine, Ammonia, TSS, BOD, Fecal, plus cleaning
agents from a 28-home subdivision.
h. Pretreatment Program (POTWs only): NIA
in development approved
should be required not needed
2. Residuals handling and utilization/disposal scheme: Sludge is removed by Asbury Septic Service of
Morganton, NC, License # 4437104, & discharged into City of Marion Sewage Collection System.
a. If residuals are being land applied, please specify DWQ Permit Number
Residuals Contractor
Telephone Number
b. Residuals stabilization: PSRP PFRP OTHER'
C. Landfill:
d. Other disposal/utilization scheme (Specify):
3. Treatment plant classification (attach completed rating sheet): WW III
4. SIC Codes(s):
Primary Secondary
Main Treatment Unit Code:
-2-

PART III - OTHER PERTINENT INFORMATION
1. Is this facility being constructed with Construction Grant Funds or are any public monies involved. (municipals
only)? N/A
2. Special monitoring or limitations (including toxicity) requests: None
3. Important SOC, JOC, or Compliance Schedule dates: (Please indicate) NIA
Date
Submission of Plans and Specifications
Begin Construction
Complete Construction
4. Alternative Analysis Evaluation: Has the facility evaluated all of the non -discharge options available. Please
provide regional perspective for each option evaluated.
The nearest available sewer system is several miles away.
Spray Irrigation:
Connection to Regional Sewer System:
Subsurface:
Other disposal options:
5. Other Special Items:
PART IV - EVALUATION AND RECOMMENDATIONS
It is recommended the permit be renewed as requested.
(The permit should contain standard language requiring the investigation of the feasibility of
connecting to a POTW when this becomes available.)
Janet Cantwell/ ARO
Signature of Report Preparer
Water Quality Regional Supervisor
10/13/09
Date
-3-

NPDES APPLICATION - FORM D
For privately owned treatment systems treating 100% domestic wastewaters <1.0 MGD
Mail the complete application to:
N. C. DENR / Division of Water Quality / NPDES Unit
1617 Mail Service Center, Raleigh, NC 27699-1617
NPDES Permit K00 77 5-S /
If you are completing this form in computer use the TAB key or the up - down arrows to move from one
field to the next. To check the boxes, click your mouse on top of the box. Otherwise, please print or type.
1. Contact Information: , /
Owner Name IDEtiAlts <. (Af{/ i sooj Facility Name Ammoit WaS/1e&/9t&_ 74ze'lI7r-x4t tr"W-f
Mailing Address 3 goa S(tCrA>< W' U Apr'#d
City // I Ae/ 0 &/
State / Zip Code LQE4 N C4WaLiNA 8 7 r 21
Telephone Number (92g) ? 39 _ 3Y jL0
Fax Number (b'2 X) 7 3 $ - * 2--7(-
e-mail Address Iae�✓�/ts &) ® uJff / 7TS6,J & e-AL TY' . e 0 /n
2. Location of facility producing discharge:
Check here if same address as above ❑
Street Address or State Road EcX Fitt. (S9_ /765�) i&s 90 1f71
City
State / Zip Code 404;-f 4 ChieO&A A Tin
County Nc- T�'dc✓a..(-L
3. Operator Information:
Name of the firm, public organization or other entity that operates the facility. (Note that this is not
referring to the Operator in Responsible Charge or ORC)
Name �4171d&/ iee/-7Y
Mailing Address 3 3-C)o St-t 0-'qyL /4, Z L & A4
city 01 A1E/ynl
State / Zip Code &0(-�ff CA uLlN A o7 k'7 2—
Telephone Number (2:1k) 3 R- j 0
Fax Number w) -7 3 Cr -- �(- 2 7 (0WU
7 ED
1 of 3
,1111I_ - o ?OQ9
DENR - WATER QUALITY
POINT SOURCEN6CH

NPDES APPLICATION - FORM D
For privately owned treatment systems treating 100% domestic wastewaters <1.0 MOD
4. Description of wastewater:
Facility Generating Wastewater(check all that apply):
Industrial
❑
Commercial
❑
Residential
School
❑
Other
❑
Number of Employees
Number of Employees
Number of Homes 2-
Number of Students / Staff
Explain:
Describe the source(s) of wastewater (example: subdivision, mobile home park, shopping centers,
restaurants, etc.):
Population served: / 1)
S. Type of collection system
XSeparate (sanitary sewer only) ❑ Combined (storm sewer and sanitary sewer)
6. Outfall Information:
Number of separate discharge points
Outfall Identification number(s) 00
Is the outfall equipped with a diffuser? ❑ Yes XNo
7. Name of receiving stream(s) (Provide a map showing the exact locationof each outfall):
aA41,*XE-P 7-zatti-mY -7'0 CA-�*qwgd iCt W-4—
S. Frequency of Discharge: Continuous ❑ Intermittent
If intermittent:
Days per week discharge occurs: Duration:
9. Describe the treatment system
List all installed components, including capacities, provide design removal for BOD, TSS, nitrogen and
phosphorus. If the space provided is not sufficient, attach the description of the treatment system in a
separate sheet of paper.
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2 of 3 Form-0 05/08

• NPDES APPLICATION - FORM D
For privately owned treatment systems treating 100% domestic wastewaters <1.0 MGD
10. Flow Information:
Treatment Plant Design flow 0. 0-2 Z) MGD
Annual Average daily flow L9 - OOS' MGD (for the previous 3 years)
Maximum daily flow 0 • 0 / 0 MGD (for the previous 3 years)
11. Is this facility located on Indian country?
❑ Yes X No
12. Effluent Data
Provide data for the parameters listed. Fecal Coliform, Temperature and pH shall be grab samples, for all other
parameters 24-hour composite sampling shall be used. If more than one analysis is reported, report daily maximum
and monthly average. If only one analysis is reported, report as daily maximum.
Parameter
Daily
,Maximum
Monthly
Average
Units of
Measurement
Biochemical Oxygen Demand (BODs)
7- 5-
Fecal Coliform
o2 7 0
dz AuL
Total Suspended Solids
V
Temperature (Summer)
Temperature [Winter)
PH
. O
1�•
cs%( �S
13. List all permits, construction approvals and/or applications:
Type Permit Number Type Permit Number
Hazardous Waste (RCRA)
UiC (SDWA)
NPDES
PSD (CAA)
Non -attainment program (CAA)
NESHAPS (CAA)
Ocean Dumping (MPRSA)
A/C 6 0 '] ? Y-4& / Dredge or fill (Section 404 or CWA)
Other
14. APPLICANT CERTIFICATION
I certify that I am familiar with the information contained in the application and that to the
best of my knowledge and belief such information is true, complete, and accurate.
7)E-'J'J(_&- W41TSol'i D U3 1'j r R--
Printed name of Person Signing Title
Signature
Date
North Carolina al Statute 143-215.6 (b)(2) states: Any person who knowingly makes any false statement representation, or certification in any
application, record, report, plan, or other document files or required to be maintained under Article 21 or regulations of the Environmental Management
Commission implementing that Article, or who falsifies, tampers with, or knowingly renders inaccurate any recording or monitoring device or method
required to be operated or maintained under Article 21 or regulations of the Environmental Management Commission implementing that Article, shall be
guilty of a misdemeanor punishable by a fine not to exceed $25,000, or by imprisonment not to exceed six months, or by both. (18 U.S.C. Section 1001
provides a punishment by a fine of not more than $25,000 or imprisonment not more than 5 years, orboth, for a similar offense.)
3 of 3 Form-D 05108

Latitude and Longitude of a Point
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Decimal Deg. Latitude: 35,676524481489
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6/30/2009

Sludge Management Plan
For: Harmony Estates Wastewater Treatment Plant
NPDES Permit # NCO079481
Date: 6-30-09
The waste sludge produced at the treatment facility is removed directly from the
aeration basins by Asbury Septic Service of Morganton, NC (Burke County — License
# 4437104) and discharged into the City of Marion (McDowell County) sewage
collection system.
By: Dennis J. Whitson
3800 Sugar Hill Road
Marion, NC 28752

FACT SHEET FOR EXPEDITED PERMIT RENEWALS
Basic Information to determine potential for exaedited_Dermit renewal
Reviewer/Date
July 9, 2009
Permit Number
NCO079481
Facility Name
Harmony Estates WWTP
Basin Name/Sub-basin number
30830
Receiving Stream
U-Epp
Stream Classification in Permit
G
Does permit need NH3 limits?
YES / O
Does permit need TRC limits?
YES /
Does permit have toxicity testing?
YES / O
Does permit have Special Conditions?
YES / O
Does permit have instream monitoring?
S / NO
Is the stream impaired (on 303(d) list)?
YES / O
Any obvious compliance concerns?
7 cases, 10 NOVs
Any permit mods since lastpermit?
S / NO
Existing expiration date
12/31/2009
New expiration date
I 0 31a 1
New permit effective date
�rxY��ay
YES This is a SIMPLE EXPEDITED permit renewal (administrative
renewal with no changes, or only minor changes such as TRC, NH3,
name/ownership changes).
YES This is a MORE COMPLEX EXPEDITED permit renewal (includes
Special Conditions (such as EAA, Wastewater Management Plan), 303(d)
listed, toxicity testing, instream monitoring, compliance concerns, phased
limits). Basin Coordinator to make case -by -case decision.
YES This permit CANNOT BE EXPEDITED for one of the following reasons:
• Major Facility (municipal/industrial)
• Minor Municipals with pretreatment program
• Minor Industrials subject to Fed Effluent Guidelines (lb/day limits for BOD, TSS,
etc)
• Limits based on reasonable potential analysis (metals, GW remediation organics)
• Permitted flow > 0.5 MGD (requires full Fact Sheet)
• Permits determined by Basin Coordinator to be outside expedited process
TB Version 8/18/2006 (NPDES Server/Current Versions/Expedited Fact Sheet)