NC0086843_Regional Office Physical File Scan Up To 2/3/2021

� r
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly°Eaves Perdue, Governor Coleen H. Sullins, Director
1F&f07g dJ 200Q
Mr. George Scanlon
Junaluska Highlands Homeowners Association
48 Inverness Dr
Waynesville, N.C. 28785
Dear Mr. Scanlon:
Dee Freeman, Secretary
Subject: e,i f Trl) C`0-0868 3
Junaluska Highlands WTP
Haywood County
Division staff has confirmed that the subject rr. 0 s no longer reequ% e� Therefore, in
accordance with your request, NPDES Permit NCO086843 is WZWded, effective immediately.
If in the future your community wishes to discharge wastewater to the State's surface waters, you
must first apply for and receive a new NPDES permit. Discharge of wastewater without a valid
NPDES permit will subject the responsible party to a civil penalty of up to $25,000 per day.
If you have questions about this matter, please contact Charles Weaver of my staff at the
telephone number or address listed below.
Sincerely,
(CXo4leen H. Sullins
cc: Central Files
Asheville Regional,'Office / Keith H�, nest'!
PDES Permit file
Fran McPherson, DWQ Budget Office
1617 Mail Service Center, Raleigh, North. Carolina 27699-1.617
512 North Salisbury Street, Raleigh, North Carolina 27604
Internet: www.newaterquality.org
Phone: [phone] / FAX [phone]
[e-mail]
.^.3i?dS1.�ui,in.neroc,a•.a,�ro.,,n. ojje+, e(
'� N6 thCarolina
An Equal Opportunity/Affirmative Action Employer — 50% Recycled/10% Post Consumer Paper

TO:
NC Dept. of Environment & r
Div.of Water Quality / NPDES
1617 Mail service Center
Raleigh, NC 27699-1617
FROM:
George Scanlon
Junaluska Highlands HOA
48 Inverness Drive
Waynesville, NC 28785
[phone]
II1� An 12 2010
UA�LITy sEc ION
f,Z ER O L OFFICE
AL
J It AgyFvILLE
Subject:
Request to be removed from requirement to hold NPDES permit
Dear Sirs/Madams:
This letter is to request that the Junaluska Highlands WTP , permit number
(NC0086843), be removed from the state requirement to hold a NPDES
permit.
We have been permitted since 6/01/01 and have never had a discharge from
the facility under any operating circumstances as can be confirmed by our
monthly reports. Also, we cannot foresee any in the future.
Both Keith Haynes on 4/18/05 and Janet Cantwell on 9/04/08 noted there
was no discharge at the time of inspection and neither I nor my helper have
ever observed a discharge.
Thank you for your consideration of this request.
Yours truly,
George Scanlon

NPDES PERMIT APPLICATION - SHORT F0:2M,C - WTP
For discharges associated with water treatment plants
Mail 'the complete application to:
N. C. Department of Environment and Natural Resources
Division of Water Quality / NPDES Unit
1617 Mail.Service Center, Raleigh, NC 27699-1617 ..,
:. NPDES. Permit Number INC00 q vT -
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 TU h ejI Lf S ka-. J 1 In I a h J-r Iq- 0 f q
Facility Name
Mailing Address Cjl L n t%P �y1-e S -f � ii��1 r ,
City _yt/aXil e.r Ui �% ly .2 dam% es —
State / Zip Code 7 �S
Telephone Number
Fax Number ( )
e-mail Address 2c� �u r_5C'a c t
2. Location of facility producing
Check here if same as above ❑
Street Address or State Road
City
State / Zip Code
County
3. Operator Information:
Name of the fist, consultant or other entity that operates the facility. (Note that this is not referring to the
Operator in Responsible Char e or Q
Name �� OL9 �6� Pce
Mailing Address
City
State / Zip Code
Telephone Number
Fax Number
4. Ownership Status:
Federal ❑ State ❑
5: Type of treatment plant:
Private &_
Public ❑
0
Page 1 of 3 C-WTP 03/05

NPDES- PERMIT APPLICATION -SHORT FORM C WTP , .
For discharges associated with water treatment plants
❑ Conventional (Includes coagulation, flocculation, and sedimentation, usually followed by
filtration and disinfection)
❑ Ion Exchange (Sodium Cycle Cationic ion exchange)
Green Sand Filter (No sodium recharge)
❑ Membrane Technology (RO, nanofiltration)
Check here if the treatment process also use water softener ❑
6. Description of source water(s) ('.e. groundwater rface water)
7. Describe the treatme7t proce s(es) for the raw water:
IL
8. Describe the wastewater and the treatment process(es) for wastewater generated by the
facility: //
Eac_k_
9. Number of separate discharge points:
Outfall Identification number(s) 7
4 10. Fre uency of discharge: Continuous ❑ Intermittent El
}� 0 ID If interml nt:
Days per week discharge occurs: Duration:
11. Plant design potable flowrate MGD
Backwash or reject flow a L' MGD
Name of receiving stream(q) (Provide a map showing the exact location, of each outfall, including . +
latitude and longitudes
v`
13. Please list all water treatment additives, including cleaning chemicals, that have the
potential to be discharged. ;
Page 2 of 3 , C-WTP 03/05

NPDRS. PERMIT APPLICATION - SHORT FORM C , WTP
For discharges associated with water treatment plants
14. Is this facility located on Indian country? (check one)
Yes ❑ No [R
15. Additional Information:
➢ Provide a schematic of floe: through the facility, include #low vols es at all points in
the treatment process, and point of addition of chemicals. 17
ley Selc a be.
➢ Solids Handling Plan
16. NEW Applicants
Information needed in addition to items 1-15.
➢ New applicants must contact the NCDENR Customer Service Center.
Was the Customer Service Center contacted? ❑ Yes ❑ No
➢ Analyses of source water collected
➢ Engineering Alternative Analysis
➢ Discharges from Ion Exchange and Reverse Osmosis plants shall be evaluated using a
water quality model.
17. 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.
rV►Sv:�
Printed nb1ne of Person Signing Title
of Applicant Date
North Carolina General Statute 143-215.6 (b)(2) provides that: 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, or both,
for a similar offense.)
Page 3 of 3 C-WTP 03/05

h Carolina Department c
FILE �oP'
SURFACE WATER PROTECTION SECTION
September 22, 2008
Mr. Jack L. Johnson
Junaluska Highlands Homeowners Association
228 Inverness Drive
Waynesville, North Carolina 28785
Dear Mr. Johnson:
Michael F. Easley, Governor
William G. Ross Jr., Secretary
ironment and Natural Resources
Coleen H. Sullins, Director
Division of Water Quality
Asheville Regional Office
SUBJECT: Compliance Evaluation Inspection
Status: Compliant
Junaluska Highlands Water
Treatment Plant
Permit No: NCO086843
Haywood County
Enclosed please find a copy of the Compliance Evaluation Inspection form from
the inspection conducted on September 4, 2008. The facility appeared- to be in
compliance with permit NC0086843. Mr. Roger Patterson/ ORC is doing a fine job of
operating this facility.
Please refer to the enclosed inspection report for additional observations and
comments. If you or your staff have any questions, please call me at 828-296-4500, Ext.
4667.
Sincerely,
net Can e I
Environmental Specialist
Enclosure
s eville 1
DWQ Central Files
Roger Patterson/ ORC w/ attachment
G:\WPDATA\DEMWQ\Haywood\86843 Junaluska Highlands\86843-CE1.08.doc
2090 U.S. Highway 70, Swannanoa, NC 28778 Telephone: [phone] Fax: [phone] Customer Service 1 877 623-6748
NoorthCarolina
naturally

United States Environmental Protection Agency
Form Approved.
EPA Washington, D.C. 20460
OMB No. 2040-0057
Water Compliance Inspection Report
Approval expires 8-31-98
Section A: National Data System Coding (i.e., PCS)
Transaction Code NPDES yr/mo/day Inspection Type Inspector Fac Type
1 U NI 2 15I 31 NC0086843 111 121 08/09/04 117 18' C 19' CI 20Lj
U i_J IJ U
Remarks -
211111111111111111111111111111111111111111Jill 1116.
Inspection Work Days Facility Self -Monitoring Evaluation Rating B1 QA ------------ —----- —----- Reserved ---------- ----------
67 I 169 70 U 71 U 72 UN 73I I 174 751 I I. I I I Li 80
W
Section B: Facility Data
Name and Location of Facility Inspected (For Industrial Users discharging to POTW, also include
Entry Time/Date
Permit Effective Date
'POTW name and NPDES permit Number)
12:15 PM 08/09/04
06/01/01
Junaluska Highlands WTP
Exit Time/Date
Permit Expiration Date
Rogers Cove Rd
Hazelwood NC 28786
12:45 PM 08/09/04
10/09/30
Name(s) of Onsite Representative(s)/Titles(s)/Phone and Fax Number(s)
Other Facility Data
G Roger Patterson/ORC/828-456-8497/
Name, Address of Responsible Official/Title/Phone and Fax Number
Contacted
Jack L Johnson,228 Inverness Dr Waynesville NC 28785//828-456-3302/
No
Section C: Areas Evaluated During Inspection (Check only those areas evaluated)
Permit Operations & Maintenance N Facility Site Review
Section D: Summary of Finding/Comments Attach additional sheets of narrative and checklists as necessary)
(See attachment summary)
and Fax Numbers Date
Name(s) and Signature(s) of Inspector(s) MY-
JanetAgency/Office/Phone
Cantwell ARO WQ//828-296-4500 Ext.4667/
Signature of Management Q A Reviewer Agency/Office/Phone and Fax Numbers
�iDate
EPA Form 3560-3 (Rev 9-94) Previous editions are obsolete.
Page # 1

NPDES I yr/mo/day Inspection Type
311 1 NC0086843 1 12I 08/09/04 1 17 18 U
Section D: Summary of Finding/Comments (Attach additional sheets of narrative and checklists as necessary)
Mr. George Scanlon of the Homeowners Association assisted in the inspection.
There was no discharge at the time of inspection, and review of the files indicates
no discharge has been observed.
The facility is well operated and maintained.
Page # 2

9
Permit: NCO086843 Owner - Facility: Junaluska Highlands VVTP
Inspection Date: 09/04/2008 Inspection Type: Compliance Evaluation
Permit
Yes
No
NA
NE
(If the present permit expires in 6 months or less). Has the permittee submitted a new application?
❑
❑
■
❑
Is the facility as described in the permit?
■
❑
❑
❑
# Are there any special conditions for the permit?
❑
■
❑
❑
Is access to the plant site restricted to the general public?
■
❑
❑
❑
n
Is the inspector granted access to all areas for inspection? ■ ❑ ❑ —
Comment:
Operations & Maintenance Yes No NA NE
Is the plant generally clean with acceptable housekeeping? ■ ❑ ❑ ❑
Does the facility analyze process control parameters, for ex: MLSS, MCRT, Settleable Solids, pH, DO, Sludge ❑ ❑ ■ ❑
Judge, and other that are applicable?
Comment:
Page # 3

..P,<.-'i'!;:+i±¢t•:ri.�,+iFa51,�^,�av:ttar ..�� .xe.u.,_.
d Michael F. Easley, Governor
Lpi - William G. Ross Jr., Secretary
N � rth�Carolina Department e. _.. __onment and Natural Resources
J -
{�M1,R Coleen H. Sullins, Director
Division of Water Quality
Asheville Regional Office
SURFACE WATER PROTECTION
October 5, 2007
Mr. Jack L. Johnson
Junaluska Highlands Homeowners Association
228 Inverness Drive
Waynesville, North Carolina 28785
SUBJECT: Compliance Evaluation Inspection
Status: Compliant
Junaluska Highlands WTP
Permit No: NCO086843
Haywood County
Dear Mr. Johnson :
Enclosed please find a copy of the Compliance Evaluation Inspection form from
the inspection conducted on September 17, 2007. The facility appeared to be in
compliance with permit NC0086843.
The kind assistance of Mr. Patterson and Mr. Scanlon during the inspection was
greatly appreciated. Mr. Patterson is doing a fine job of operating and maintaining this
facility.
Please refer to the enclosed inspection report for additional observations and
comments. If you or your staff have any questions, please call me at 828-296-4500, Ext.
4667.
Sincerely,
Janet Cantwell
Environmental Specialist
Enclosure
cesQ As tievill4-hi
-
WQ Central Files
Roger Patterson/ORC w/ attachment
NonrthCarolina
Naturally
2090 U.S. Highway 70, Swannanoa, NC 28778 Telephone: [phone] Fax: [phone] Customer Service 1 877 623-6748

United States Environmental Protection Agency
EPA Washington, D.C. 20460
Form Approved.
OMB No. 2040-0057
Water Compliance Inspection Report
Approval expires 8-31-98
Section A: National Data System Coding (i.e., PCS)
Transaction Code NPDES yr/mo/day Inspection Type Inspector Fac Type
1 INI 2 I5I 31 NCO086843 I11 121 07/09/17 117
18L 19ISI 20I I
!-
Remarks
z11111111IJill Jill IIIIJill IIIIIIIIIIIIIIIIIIII1116
Inspection Work Days Facility Self -Monitoring Evaluation Rating B1 QA
------------- ------------ Reserved ------------------- --
67I 169 70I u I 711 I 721 NI
73I I 174 751 I I I I I I 180
Ll_I
Section B: Facility Data
Name and Location of Facility Inspected (For Industrial Users discharging to POTW, also include
Entry Time/Date
Permit Effective Date
POTW name and NPDES permit Number)
Junaluska Highlands WTP
03:45 PM 07/09/17
06/01/01
Exit Time/Date
Permit Expiration Date
Rogers Cove Rd
Hazelwood NC 28786
04:25 PM 07/09/17
10/09/30
Name(s) of Onsite Representative(s)TFitles(s)/Phone and Fax Number(s)
Other Facility Data
Name, Address of Responsible Official/Title/Phone and Fax Number
Contacted
Jack L Johnson,228 Inverness Dr Waynesville NC 28785//828-456-3302/
No
Section C: Areas Evaluated During Inspection (Check only those areas evaluated)
Permit ® Operations & Maintenance 0 Records/Reports
Self -Monitoring Program
Facility Site'Review
Section D: Summary of Finding/Comments (Attach additional sheets of narrative
and checklists as necessary)
(See attachment summary)
Name(s) and Signature(s) of Inspector(s) Agency/Office/Phone and Fax Numbers Date
Janet Cantwell ARO WQ//821-216-4500 Ext.4667/
1A 5Zd
Signature of Management Q A Reviewer Agency/Office/Phone and Fax Numbers Date
EPA Form 3560-3 (Rev 9-94) Previous editions are obsolete.
Page # 1

NPDES yr/mo/day Inspection Type
3I NCO086843 I11 12I 07/09/17 I17 18UC
Section D: Summary of Finding/Comments (Attach additional sheets of narrative and checklists as necessary)
Roger Patterson/ORC and George Scanlon of the Homeowners Association assisted in the inspection of
this facility.
The previous compliance evaluation inspection was conducted on 1/11/06 by James Reid.
There was no discharge at the time of inspection. File review of previous inspections indicates no
discharges have been observed.
The facility was clean and well maintained. Mr. Patterson is doing a fine job of operating this facility.
Page # 2

Permit: NCO086843 Owner - Facility: Junaluska Highlands WTP
Inspection Date: 09/17/2007 Inspection Type: Compliance Evaluation
Permit Yes No NA NF
(If the present permit expires in 6 months or less). Has the permittee submitted a new application? ❑ ❑ ■ ❑
Is the facility as described in the permit? ■ ❑ ❑ ❑
# Are there any special conditions for the permit? ❑ ■ 0 ❑
Is access to the plant site restricted to the general public? ■ ❑ ❑ ❑
Is the inspector granted access to all areas for inspection? ■ ❑ ❑ ❑
Comment: There was no discharge at the time of inspection. Mr. Patterson stated
there has been no discharge at the facility. Review of the files indicates no discharges
have been observed.
The facility is well maintained and operated.
Operations $ Maintenance Yes
No
NA
NE
Is the plant generally clean with acceptable housekeeping? ■
❑
❑
rl
Does the facility analyze process control parameters, for ex: MLSS, MCRT, Settleable Solids, pH, DO, Sludge ■
❑
❑
❑
Judge, and other that are applicable?
Comment: The facility is clean and neatly kept.
Record Keeping Yes
No
NA
NE
Are records kept and maintained as required by the permit? ■
❑
❑
❑
Is all required information readily available, complete and current?
■
❑
❑ ❑
Are all records maintained for 3 years (lab. reg. required 5 years)?
■
❑
❑ ❑
Are analytical results consistent with data reported on DMRs?
❑
❑
❑ ■
Is the chain -of -custody complete?
❑
❑
❑ ■
Dates, times and location of sampling
❑
Name of individual performing the sampling
❑
Results of analysis and calibration
❑
Dates of analysis
❑
Name of person performing analyses
Cl
Transported COCs
❑
Are DMRs complete: do they include all permit parameters?
■
❑
❑ ❑
Has the facility submitted its annual compliance report to users and DWQ?
❑
■
❑ ❑
(If the facility is = or > 5 MGD permitted flow) Do they operate 24/7 with a certified operator on each shift?
❑
❑
■ ❑
Is the ORC visitation log available and current?
■
❑
❑ ❑
Is the ORC certified at grade equal to or higher than the facility classification?
■
Cl
❑ ❑
Page # 3

Permit: NC0086843
Inspection Date: 09117/2007
Owner - Facility: Junaluska Highlands WTP
Inspection Type: Compliance Evaluation
Record Keeping
Is the backup operator certified at one grade less or greater than the facility classification?
Is a copy of the current NPDES permit available on site?
Facility has copy of previous year's Annual Report on file for review?
Comment:
Links to information on the Annual Reporting requirements will be sent by email to Mr.
Patterson and Mr. Scanlon.
Yes No NA NE
Page # 4

OF W A TF9 Michael F. Easley Governor
CO
y William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Y tir• - Alan W. Klimek, P.E. Director
Di4isiou of Water Quality
April 26, 2007 r j
APR 3 0 2007
CERTIFIED MAIL 7002 3150 0003 7052 9295
RETURN RECEIPT REQUESTED r.
4. WATER QUALITY SECTION
ASHEVILLE REGIONAL OFFICE
N 6
Mr. Jack L. Johnson .
Junaluska HOA_`...e'';.d:
228 Inverness Drive
Waynesville, NC 28785
Subject: NOTICE OF VIOLATION - NOV- 2007- LR- 0020
Junaluska HOA'WWTP NCO086843
Haywood County
Dear Mr. Johnson:
This is to inform you that the Division of Water Quality has received your monthly monitoring -report for January 2007 after
the required reporting date. This is in violation of Part II, Condition D(2) of the NPDES permit, as well as 15A NCAC 2B
.506(a), which requires the submittal of Discharge Monitoring Reports no later than the thirtieth (30th) day following the
reporting period. Failure to submit reports as required will subject the violator to the assessment of a civil penalty of up to
$25,000 per violation. You will be considered noncompliant with the self -monitoring requirements of your NPDES permit
until the report has been submitted. .
To prevent further action, please submit future monthly reports within the above mentioned timeframe to avoid
further enforcement actions.
The Division must take these steps because timely submittal of discharge monitoring reports is essential to the efficient
operation of our water quality programs. We appreciate your assistance in this matter. If you have any questions about
this letter or Discharge Monitoring Reports, please contact me at 919-733-5083, extension 539.
Sincerely,
c�JG
Bob Guerra
Western Region NPDES Unit
cc: 7DV51_Q,Asheville_Surface-Water Protection Supervisor
Central Files
_ Ana Carolina 1NaturallIf
North Carolina Division of Water Quality 1617 Mail Service Center Raleigh, NC 27699-1617 Phone [phone] Customer Service
Internet: h2o.enr.state.nc.us 512 N. Salisbury St. Raleigh, NC 27604 FAX [phone]
. An Equal Opportunity/Affirmative Action Employer —50% Recycled/10% Post Consumer Paper

�0� w ATFgQ
Michael F. Easley, Governor
May 22, 2006
CERTIFIED MAIL 70031010000046202246
RETURN RECEIPT REQUESTED
Mr. Jack L. Johnson
228 Inverness Drive
Waynesville, NC 28785
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
Subject: NOTICE OF VIOLATION
Janaluska Highlands Homeowners Association -WTP
Haywood County
N OV-2006-LR-0041
Dear Mr. Johnson:
This is to inform you that the Division of Water Quality has not received your monthly monitoring report for March 2006.
This is in violation of Part II, Condition D(2) of the NPDES permit, as well as 15A NCAC 213 .506(a), which requires the
submittal of Discharge Monitoring Reports no later than the thirtieth (30t') day following the reporting period. Failure to
submit reports as required will subject the violator to the assessment of a civil penalty of up to $25,000 per violation. You
will be considered noncompliant with the self -monitoring requirements of your-NPDES permit until the report has been
submitted.
To prevent further action, -please submit said report to Bob Guerra at the address shown below, within fifteen (15)
days of receipt of this notice.
The Division must take these steps because timely submittal of discharge monitoring reports is essential to the efficient
operation of our water quality programs. We appreciate your assistance in this matter. If you have any questions about
this letter or Discharge Monitoring Reports, please contact me at 919-733-5083, extension 539.
Sincerely,
Bob Guerra
Western Region NPDES Unit
cc: ® Asl a ille_Suiface Wa_t_e Protec i� omSupervisor
Central Files
R C E El D
i
EMAY 2 4 2006 1 D
WATER QUALITY SECTION
ASHEVILLE REGIONAL OFFICE
_ 'k Carolina
NNE wra!!y
North Carolina Division of Water Quality 1617 Mail Service Center Raleigh, NC 27699-1617 Phone [phone] Customer Service
Internet h2o.enr.state.nc.us .. 512 N. Salisbury St. Raleigh, NC 27604 - FAX [phone]
An Equal Opportunity/Affirmative Action Employer- 50% Recycled/10% Post Consumer Paper

Frlekel Fasl Governor
Wi.lLar G.('',
s Secretarpm
North Carolina Department �� wirZent andtur I Resourc6sa
`Alan W. Klimek, P.E. iredW
Division of Water Quality
Asheville Regional Office
SURFACE WATER PROTECTION
January 13, 2006
Jack L Johnson, HOA President
Junaluska Highlands Water Sys
228 Inverness Drive
Waynesville NC 28785
SUBJECT: January 11, 2006
Compliance Evaluation Inspection
Junaluska Highlands Water Sys
Junaluska Highlands WTP
Permit No: NCO086843
Haywood County
Dear Mr. Johnson:
Enclosed please find a copy of the Compliance Evaluation Inspection form from
the inspection conducted on January 11, 2006. The Compliance Evaluation Inspection
was conducted by James R Reid of the Asheville Regional Office. The facility was found
to be in Compliance with permit NC0086843.
Please refer to the enclosed inspection report for additional observations and
comments. If you or your staff have any questions, please call me at 828-296-4500
Ext.4651.
Sincerely,
r
James R Reid
Enclosure
cc: Roger Patterson, ORC
Central Files
AsF.ieulle_Ele`s.�
Nne
i Carolina
�turnlly
2090 U.S. Highway 70, Swannanoa, NC 28778 Telephone: [phone] Fax: [phone] Customer Service 1 877 623-6748

:ft
United States Environmental Protection Agency
Form Approved.
EPA Washington, D.C.20460
OMB No. 2040-6057
Water Compliance Inspection Report
Approval expires 8-31-98
Section A` National Data System Coding (i.e., PCS)
Transaction Code NPDES yr/mo/day Inspection Type Inspector Fac Type
1 I NI 2 1 ;I 31 NC0086843 Ill 121 06/01/1, 117 18I CI 19I SI 20I II
Remarks
2111111111 111111111111111111111111111111111111 1116
Inspection Work Days Facility Self -Monitoring Evaluation Rating B1 CA ----------- -------------- Reserved --------- —---- ------
67I 169 70141 711 I 72I N I 73I I 114 751- I I I I I I 180
w
Section B: Facility Data
Name and Location of Facility Inspected (For Industrial Users discharging to POTW, also include
Entry Time/Date
Permit Effective Date
POTW name and NPDES permit Number)
Junaluska Highlands t9TP
0 1:10 PM 06/01/11
06/01/0i
Exit Time/Date
Permit Expiration Date
Rogers Co-ve Rd
Hazelwood NC 26786
01.30 PM 06/01/11
10/09/30'
Name(s) of Onsite Representative (s)/Titl es (s)/Ph one and Fax Number(s)
Other Facility Data
Name, Address of Responsible Official/Title/Phone and Fax Number
Contacted
Jack L Johnson,228 Inverness Dr Waynesville NC 28785//828-456-3302/
No
Section C: Areas Evaluated During Inspection (Check only those areas evaluated)
Permit Operations & Maintenance 0 Records/Reports Self -Monitoring Program
Facility Site Review
Section D: Summary of Finding/Comm6nts (Attach additional sheets of narrative and checklists as necessary)
(See attachment summary)
Name(s) and Signature(s) of Inspector(s) Agency/Office/Phone and Fax Numbers Date
s R Reid ARO WQ!l828-296-4-00 2xt.4651!
Signature of Mana extent Q A Reviewer Agency/Office/Phone and Fax Numbers Date
r
L1,
EPA Form 3560-3 (Rev 9-94) Previous editions are obsolete.
Page # 1

NPDES yr/mo/day Inspection Type
3I NCO086843 I11 12I 06/01/11 1
17 18 C
Section D: Summary of Finding/Comments (Attach additional sheets of narrative and checklists as necessary)
The filter bed was free of vegetation and dry. All areas of the facility were clean and neatly kept.
Page # 2

Permit: NCO086843
Inspection Date: 01/11/2006
Owner - Facility: Junaluska Highlands VVTP
Inspection Type: Compliance Evaluation
Operations & Maintenance Yes No NA NE
Is the plant generally clean with acceptable housekeeping? ■ ❑ ❑ 11
Does the facility analyze process control parameters, for ex: MLSS, MCRT, Settleable Solids, pH, DO, Sludge ■ ❑ ❑ 0
Judge, and other that are applicable?
Comment: No one has ever observed the system discharging. The wastewater
treatment system is a sandfilter treating the backwash stream from a well -water
treatment system. The system currently serves 11 residences.
Permit
Yes
No
NA
NE
(If the present permit expires in 6 months or less). Has the permittee submitted a new application?
■
Q
El
Is the facility as described in the permit?
■
n
n
❑
# Are there any special conditions for the permit?
■
❑
n
n
Is access to the plant site restricted to the general public?
■
n
n
n
Is the inspector granted access to all areas for inspection?
■
n
n
n
Comment:
Page # 3

Michael F. Easley, Governor
(a William G. Ross Jr., Secretary
\Q G North Carolina Departure nvironment and,Natural Resources.
f_ Alan Wnf<limek, E. Director
Diyi is on; of Water Q
d uality y�
�_
Asheville Regional Office
SURFACE WATER PROTECTION
May 3, 2005
Jack Johnson
Junaluska Highlands Water Sys
228 Inverness Drive
Waynesville NC 28785
SUBJECT: Compliance Evaluation Inspection
Junaluska Highlands WTP
Permit No: NCO086843
Haywood County
Dear Mr. Johnson:
Enclosed please find a copy of the Compliance Evaluation. Inspection report for the
inspection, which I conducted on April 19, 2005. The facility was found to be in.
Compliance with permit NC0086843.
Please refer to the enclosed inspection report for additional observations and
comments. If you have any questions, please do not hesitate to call me at 828-296-4500
Ext.4660.
Sincere -Iv,
Keith Hay s
Enclosure
cc: G Roger Patterson, ORC
Central Files
A"i a . "
2090 U.S. Highway 70, Swannanoa, NC 28778 Telephone: [phone] Fax: [phone] Customer Service 1 877 623-6748
NorthCarolina
Naturally

f, • . It
United States Environmental Protection Agency
Form Approved.
Washington, D.C. 20460
A
OMB No. 2040-0057
Water Compliance Inspection Report
Approval expires 8-31-98
Section A: National Data System Coding (i.e., PCS)
Transaction Code NPDES ydmo/day Inspection Type Inspector Fac Type
1 U 2 IJ 31 NCO086843 111 121 05/0 _/ l: 117 18 U 19 IJ 20 U
Remarks
Inspection Work Days Facility Self -Monitoring Evaluation Rating B1 QA --------------------------- Reserved ------------ ----------
67 I 169 70 U 71 U 72 U� 73 W 74 75I I I I I I -Li 80
Section B: Facility Data
Name and. Location of Facility Inspected (For Industrial Users discharging to POTW, also include
Entry Time/Date
Permit Effective Date
POTW name and NPDES permit Number)
Ju;ialuska Highlands WTP
11:20 AN] 05/04/19
00 11/01
Exit Time/Date
Permit Expiration Date
Rogers Cove Rd
Hazel,wocd NC 28786
i 1:45 AIM 05/04/19
05/ 09/30
Name(s) of Onsite Representative(s)/Titles(s)/Phone and Fax Number(s)
Other Facility Data
G Roger Patterson/ORC/828-456-8497/
Name, Address of Responsible Officiallritle/Phone and Fax Number
David Poloinson,80 Breckenridge Rd Waynesville NC 28786//828-456-532 acted
0iio
Section C: Areas Evaluated During Inspection (Check only those areas evaluated)
Other
Section D: Summary of Finding/Comments (Attach additional sheets of narrative and checklists as necessary)
7
(See attachment summary)
Name(s). and Signature(s) of Inspector(s) Agency/Office/Phone and Fax Numbers Date
Keith Haynes ARO PiQ//82e-296-4500 Ext.46601'
Signature of Management Q A Reviewer Agency/Office/Phone and Fax Numbers Date
' T
4'o� s .3
//
EPA Fon 3560-3 (Rev 9-94) Previous editions are obsolete.

i
NPDES yr/mo/day Inspection Type 1
3I NCOOBG843 l 11 12 I Os/ 04119 117 18 U
Section D: Summary of Finding/Comments (Attach additional sheets of narrative and checklists as necessary)
There was no discharge ac the time of the inspection. The only time of a possible discharge is during the back
washing of filters. The discharge goes into a gravel bed before the possiblity of reaching surface waters.
According to the operator, he has never witnessed a discharge from the plant. DMRs should be submitted in a
timely manner indicating "No Discharge".

t
{
P.O. Box 628
Waynesville, NC 28786
828-456-6712
3NNELL
& ASSOCIATES, P.C.
February 1, 2000
Mr. Charles H. Weaver
NCDENR/DWQ: NPDES Unit
1617 Mail Service Center
Raleigh, NC 27699-1617
Re: David Robinson
Junaluska Highlands, Inc.
Junaluska Highlands
Water Supply System
Project No.: 1311303.00
Return # 2063
Dear Mr. Weaver:
290 N. Haywood Square
Waynesville, NC 28786
Fax [phone]
E-Mail: [e-mail]
m �
M G=E)
0
o C
0
Please find enclosed our resubmittal for the above referenced project. We are enclosing the
following:
1. Three sets of plans and technical specifications.
2. Three copies of short form application.
3. Application fee (Check No.: 4123 for $715).
In response to your comments we offer the following responses:
1. The property is outside of the Lake Junaluska Water District and there is currently no
agreement to connect to the system. Efforts to connect to the system have not been
successful.
2. We have included a copy of a portion of the USGS quad sheet which clearly shows the
proposed discharge location.
I trust that this submittal will answer any question which you may have. If you have any
questions please contact Hal Christiansen, P.E. or me at 828/456-6712. I have spoken with Keith

Haynes of the Asheville Regional office and indicated that he had no reservations with the project.
Please expedite this submittal if at all possible. Thank you for your assistance.
Sincerely,
�1
ary S. acConnell, P.E.
President
cc: David Robinson, Junaluska Highlands, Inc.
George Glance, Junaluska Highlands, Inc.
E. Hal Christiansen, MacConnell & Associates, P.C.
Jerry Freeman, Asheville Regional Office
F -th a�;'Asheville Jew no ffi

P.O. Box 628
Waynesville, NC 28786
828-456-6712
& ASSUC1F rEs, Y.C.
David Robinson
Junaluska Highlands Water Supply System
Backwash Water Discharge - Alternatives �
Waynesville (Haywood County), NC 21
Project No.: B 11303.00
By
MacConnell & Associates, P.C.
P.O. Box 628
Waynesville, NC 28786
828/456-6712
290 N. Haywood Square
Waynesville, NC 28786
Fax [phone]
E-Mail: [e-mail]
Introduction: A water supply system is being permitted concurrently for the Junaluska
Highlands development. The proposed water supply system will be a community system which
serves the proposed development. Manganese dioxide filters are to be used to remove the high
concentration (1.7 ppm) of iron. These filters are to be backwashed daily. The required
backwash will result in a wastewater that has iron (ferrous and ferric) oxide (rust) and possibly
some chlorine residual. The chorine residual will be low as 70-80% of the chlorine will be
removed from the manganese dioxide filters during backwashing. Backwashing of the filters will
result in approximately 400 gallons per day of water which must be treated and or disposed.
Four options are considered for treatment and disposal: 1) Pump to Existing WWTP, 2)
Spray/Drip Irrigation, 3) Septic Tank and Drainfield, and 4) Sand Filter with Discharge. These
four options are presented below.
1) Pump to Existing WWTP: The closest sewer . system would be the Town of Waynesville
sewer system. This system is over two miles away, and it would require a pump station and
forcemain. This option does not make technical sense due to the great distance and relatively low
flows. Easement and right-of-way issues are also extensive. The cost of this alternative is
prohibitive.
Estimated Cost: >$200,000
MacConnell & Associates, P.C. 1

2) Spray/Drip Irrigation: Spray or drip irrigation offers two non -discharge alternatives.
However, these options present significant technical concerns. The project is in a mountainous
area and spray irrigation is not recommended due to runoff concerns. The iron oxide in the
backwash would foul the dripper line emitters over time and this technology is not recommended.
If technological concerns were not significant the cost of this option would be significant with the
eguipment involved.
Estimated Cost: $40,000
3) Septic Tank and Drainfield: This option involves the release of backwash water to a
conventional septic tank. Because there will be no considerable organic matter in the water, little
or no biological decomposition will take place in the septic tank. Some settling of solids will
occur and the tank will essentially function to buffer the release of water to the drainfield. The
water will be released to a drainfield where the water will percolate into the ground. This is based
on proven technology. However, there is concern that the iron oxide will result in iron bacteria
that will build up in the drainfield and reduce the permeability of the drainfield. There would also
be an accumulation of iron in the drainfield, and because of the nature of this type of system, the
iron could not be easily removed. The concerns about this option were raised by Mr. Joe Pearce
of the NCDENR/DEH (919/715-3270).
Estimated Cost: $5,000
4) Sand Filter with Discharge: This option involves the release of backwash water to a sand
filter bed. The iron oxide will collect on the top of the bed and the treated water will collect in an
underdrain prior to discharge. Any chlorine residual is expected to volatilize or dissipate prior to
the water entering the receiving stream. The iron oxide can be easily collected from the surface of
the bed and properly disposed. The treated water should have no harmful Constituents.
Estimated Cost: $5,000
Recommendation: Of the four options, the septic tank and drainfield and sand filter with
discharge are equivalent based on cost. However, the sand filter with discharge is the preferred
method because the iron residual can be easily collected and disposed. The iron oxide residual has
the potential to make the drainfield less permeable which could result in a costly repair.
Therefore, the septic tank and drainfield option is not recommended. The manufacturer of the
manganese dioxide filters and Mr. Joe Pearce of NCDENR/DEH both recommend the sand filter
option.
MacConnell & Associates, P.C. 2

NPD1 ➢ERMIT APPLICATION - SH01 ?ORAL ,C
For maufac-ri.iring or commercial facilities with a discharge <1 MCU (rr`;VTPs)
N. C. Department of Environment and Natural Resources
Division of Water Quality / NPDES Unit
16,27 Mail Service Center, Raleigh, NC 27699-1617
North Carolina NPDES Permit Number NC00
Please print or type
Applicant and facility producing discharge
A. Name David Robinson, JunaluskaHighlands, Inc.
B. Mailing address of applicant:
1. Street address 80 Breckenridge Road
2. CityWaynesville 3. County Haywood
4. State NC 5. Zip Code 28786
C. Location of facility:
1. Street Rogers Cove Road
2. City Waynesville 3. County Haywood
4. State NC 5. Zip Code 28786
D. Telephone Number ( 828) 456-5320 -
E. Fax Number ( ) N/A
F. e-mail address N/A
2. Standard Industrial Classification (SIC) cocie(s): N/A
3. dumber of employees: N/A
4. Principal product(s) produced: drinking water
Principal raw material(s) consumed: raw water
5. Principal process(es): water treatment: disinfection - iron removal
6. Amount of principal product produced or raw material consumed
(List specific amounts consumed and/or units of production)
Product Produced or Raw Material Consumed Product Produced or Raw Material Consumed
(AVERAGE) 1 (PEAK_)
per Day 14,400 allons I same
per Month 438,000 gallons same
i
per Year 5,256,000 gallons 1 same
7 . (a) Check here if discharge occurs all year � .:�r
(bi Circle the month(s) in which discharge occurs: January February vlar-ch . Ap
May June July August September October Nevember D_ :.nicer
(c) Days per week discharge occurs: 7
i+IOZE: if the facility has separate discharge points (outfails) or multiple industrial procasses, iric.-Me 3 sc"ematic diacr:w'.
of wastewater flow at the facility.
Page 1 0i = .-: a

- 111PDF 'ERMI T APPLICATION - SHOF ?ORM C
For maufacturing or commercial facilities with a discharge <1 MGD (or WTPs:
Types bf-wastewater discharged to surface -waters only (check -as.applicable"
_
I Discharge per operating day Flow
Volume treated before c iam, ar� ginger
T
I (GALLONS PER OPERATING DAY)
(PERCENT)
i Sanitary - daily average
j
N/A
N/A i
—�
ii Cooling water, etc. - daily average
N / A
N / A
I
i Process water - daily average
i 13 50 ' gallons
1 0 0 '
I
Maximum per operating day for
2000 gallons
1 0 0 I
total discharge (all types)
I
9. If any of -the types of wastewater identified in item 8 (either treated or untreated) are discharged to places
other than surface waters, record the amount(s) discharged below:
A. Municipal sewer system N/A gpd
B. Underground well N/A gpd
C. Septic tank
D. Evaporation lagoon or pond
E. Other, specify
N/A
gpd
N/A
N/A
10. Number of separate discharge points:
1
1. Name of receiving stream(s): Rogers Cove
12. Does your discharge contain or is it possible for your discharge to contain cne or more of the ioilowing
substances added as a result of your operations, activities, or processes? Circle all that apply:
aluminum ammonia beryllium cadmium chromium chlorine (residual)
copper cyanide lead mercury nickel oil and grease
phenols selenium zinc None of the above
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.
pee.v l) Q to � i k s o h
Printed name of Person Signing
Signature of Applicant
OwAf Lv
Title
lei /3
Date '
North Carolina General Statute 143-2 i 5.6 (b)(2) provides that: Any person who knowingly makes any false statement reoresantatict. r certification nn%,
application, record, report, plan, or other document files or required to be maintained under Amide 21 or regulations of the Environmental Managemeh;
Commission imoiementing that Ariic'e, or -wno falsifies, tampers with, or knowingly renders inacc;rate any recoraing or monitorro cevica er ,mett;oa
required to be operated or maintained under Article 21 or regulations of the Environmental Mar.agemem Commission imaiemen iro Mi Amc:e. shaii
guilty of a misdemeanor punishable 5y a fine not to exceed s i 0,000, or by imprisonment not to excaed six months. or by both.
(13 U.S.C. Section 1001 provides a punishment by a tine of not more than S10,000 or imprisonmert not more than ears, or ooin :cr sim;iar offense
Paoe 2 of 2 er sron - . .

David Robinson
Junaluska Highlands
Waynesville (Haywood County),
North Carolina
Engineer's Report
Water Supply System
Project No. B11303.00
Date of Preparation: October, 1999
Revised January 31,
Engineer's Report Prepared By:
MacConnell & Associates, P.C.
Full -Service Consulting Engineers
P.O. Box 628 290 N. Haywood Square
Waynesville, NC 28786 Waynesville, NC 28786
Phone: [phone] Fax: [phone]

ENGINEER'S REPORT
October, 1999
]Project: Junaluska Highlands Water Supply System
Project No.: B11303.00
1. Description of proposed water system related to the project:
The proposed project is a community water supply system to service approximately 40 lots in the
Junaluska MgMands development. Potable water for the system will be provided by a 34 GPM
community well located within the Junaluska Highlands Development. Please see attached flow
test data for the well. The distribution system will consist of approximately 10,850' of 2", 3", 4",
and 6" PVC and ductile iron waterline, one 25,000 gallon steel water storage tank one iron filter
system with backwash filter, all necessaryRumps as shown in. the plans and specifications, and all.
required:valves and appurtenances.
2. Identification of facility which will be served by the proposed water system:
Junaluska I-ighlands, Inc.
3. Name<and Address of Owner:
_Davi&Robinson_,Owner
Jinaliska��T'gllands. Inc. '
80 Breckenridge Road
Waynesville, NC 28786
4. ,Type -of establishments and the area the water system will serve:
The proposed water supply and distribution system will serve approximately 40 residential lots
within,thedevelopment.
5. Provisions for future extension or expansion of the water system:
f bey proposed water system has been designed to serve the'first 40 lots of the development. An
:;;'additional tank and supply. well to serve additional lots is planned for future expansion.

Engineer's Report
6. Provide a projection of future water demand or requirements for service:
The proposed water distribution system will serve only the 40 lots planned and shown on the plans.
7. Provide any alternate plans for meeting the water supply requirements of the area:
No alternate plans are proposed at this time.
8. Financial considerations of the project including. (a) any alternate plans; (b) costs of integral
units, (c) total costs, (d) operating expenses and (e) methods of financing costs of construction,
operation and maintenance.
The project is privately funded by David Robinson. the developer and president of Junaluska
Highlands, Inc.
9. Population records and trends, present and anticipated future water demands, present and future
yield of source or sources of water supply.
The proposed water supply well will serve Junaluska. Ili ands only. The development will
10. Describe the character of source or sources of water supply, including (a) hydrological data; (b)
stream flow rates, (c) chemical, mineral, bacteriological, and physical qualities and (d) location
and nature of sources of pollution.
a),, The�proposed well is 279 feet deep and yields 34 GPM.
b) W.ell:-syste -not applicable,.
c) -;All reiuired analysis -for the progosed well are attached for your reference.
d) :The nearest sources of pollution will be the septic fields of nearby lots and adjacent roads for
'the development. All sources of pollution are located at least 100' from the well,
11. Describe the proposed water treatment processes including (a) criteria and basis of design ,of
units.(b) methods or procedures used in arriving at recommendations and (c) reasons or
justif ficaiions for arty deviations from conventional or indicated process or method
a) Based on review of the analytical data completed for the proposed wel it was determined that
a manganese dioxide iron filter system shall be provided. Also. a 1 ppm chlorine solution is
b ft Mplied to the water at the well to provide a 0.2-0.4 mg/L residual of chlorine to act as a
deli lease see attached analysis for design ' criteria and recommendations.
`b) - Based'on review oftheinalytical data completed for thproposed well and NCDENR Title
15A Subchapter 18c Water Su_pply.Regulations.
c) Not applicable.
MacConnell &nAssociates;:P.C.

P.O. Box 628
Waynesville, NC 28786
828-456-6712
& ASSOCIATES, P.C.
MacConnell & Associates, P.C.
P.O. Box 628
Waynesville, NC 28786
Client: David Robinson
Project: Lake Junaluska Highlands - Water System
Project No B11303.00
Subject: Well and Water Treatment System
Design Basis:
Residences:
40
Units
Unit Flow:
400
gpd
Avg. Daily Flow:
16,000
gpd
Peak,Factor:
2.5
Peakflow:
27.78
gpm
Storage: Requh,ed:
0.50
day
Min. Storage Volume:
8,000
gallons
Design Volume:
25,000
gallons
Storage:
1.56
days
Well Test Results:
Well Yield: 30 gpm
Tested: 7/30/99
Design Pump Rate: 30 gpm
290 N. Haywood Square
Waynesville, NC 28786
Fax [phone]
E-Mail: [e-mail]

Water Duality Results:
Sampled:
7130/99
Laboratory:
Pace Analytical Services, Inc.
Contaminant
Units
Results
Limits
Turbidity
ntu
1.5
N/A
Arsenic
rng/l
<0.01
0.05
Barium
mgA
0.0074
2.0
Cadmium
mg/l
<0.001
0.005
Calcium
mgA
14.0
N/A
Chloride
mgA
9.5
N/A
Chromium
mgA
<0.005
0.1
Copper
mg/l
0.091
1.3
Cyanide
mg/l
<0.002
0.2
Flouride
mgA
0.37
4.0
Iron
mgA
1.7
0.3
Lead
mg/l
<0.005
0.013
Magnesium
mg/l
2.7
N/A
Manganese
mg/I
0.038
0.5
Mercury
mg/t
<0.0002
0.002
Nickel
mg/l
<0.005
N/A
Nitrate
mg/l
<1.0
10
Nitrite
mg/l
<0.02
1.0
Selenium
mgA
<0.02
0.05
Silver.
mgA
<0.002
0.1
.Sodium,
mg/l
3.5
N/A
Sulfate.
mg1l
13.9
N/A
Acidity
mg/l
1.1
N/A
Antimony
mg/l
<0.003
0.005
Beryllium
mg/l
<0.002
0.004
Thallium
mg/l
<0.001
0.002
Zinc
mg/1
0.35
5.0
Color
units
34.0
15.0
Total Hardness
mg/l
52.0
N/A
pH
units
7.0
>8.5
Alkalinity
mgA
64.0
N/A
Notes
Exceeded
Exceeded

Iron Removal Design Concept: Use manganese dioxide-fPyrolox) for filter media.
Filter Design:
Criteria
Values
Units
Notes
Type:
Pressure
Media Loading
6
.gpm/cf
Media Required
5
cf
Design Media
7.5
cf
With 50% spare capacity.
Number of Filters
3
OK w/ one off line.
Media/Filter
2.5
cf
Prechlorination
2
ppm
Future, not required.
Chlorine Source
5.25
%
Bleach
Feed Rate
1.65
gpd
Filter Selpeted:
Criteria
Filter Model
Overall Hejght
Diameter. -
Media/Filter
Rated Flow Rate
Filter Backwash .DesigrF:
Criteria
Cycles
Frequency;
Ba � Flow
Backwash Time
Backwash Volume
Total Backwash
Backwash Disposal.Design:
Criteria
Type:
Loading:
Bed --Depth:
Surface Area:
Sand.-Effective:Size:
Uniformity Coef.
Dust Content
Values Units Notes
MAG1325P by The Good Water Company
65 Inches
13 Inches
_5.�f
15 gpm
Values Units Notes
One -Filter -at a Time
1 _:per da_y-
30 gpm
15 minutes
450.0 -gpdflter
1350'.0 _gpd
Values Units Notes
Sand Filter with Under Drain
3.5 __gpd/sf
24 inches
385.7 sf
0135-0.5 mm
<3.0
<0.5 %

Back -Up Iron Removal System - Poly-Phoshate Sequestering System:
Criteria Values Units Notes
Chemical Poly -Phosphate Sequestering Agent
Min. Dose 10.0 ppm Packaged Solution
Max. Dose 40.0 ppm Packaged Solution
Min. Feed Rate 0.432 gpd
Max. Feed Rate 1.728 gpd
pH adjustment is not required, however a space for a metering pump
and 55 gallon drum will be provided should it be required later.
Final Chlorination Design
Criteria
Values
Units Notes
Chlorine Source
5.25
% Bleach
Min. Dose
4.0
ppm
Max. Dose
6.0
ppm
Min. Feed Rate
3.29
gpd
Max: Feed Rate
4.94
gpd
Holding Tank Design:
Min: Storage Time:
30
minutes For disinfection
Min. Volume:
900
gallons
Design Tank Volume:
1,000
-gallons
Pump.Capacity:
30
gpm
Number of Pumps:
2
Head
435
feet See separate spread sheet.

Water Supply Calculations for Junaluska Highlands
from well pump to well building
B11303.00
Starting Elevation (ft.)
Final Elevation (ft.)
Peak Demand (gpm)
Pipe Diameter (in.)
Pipe Length (%)
45 degree Els
90 degree Els
Straight Thru Tees
Side -Out Tees
Gate Valves (fully open)
Gate Valves (1/4 dosed)
Gate Valves (1!2 closed)
Gate Valves (3/4 closed)
Total Equivalent -Length
Total Friction Loss (ft. H2O)
Head at Final Elevation-#L H2O)
Pressure at FinaMlew(psi)
2915
2641
30
1.5
Number Equivalent Length (feet)
N/A
N/A
5
3.7
3
16
0
16
0
16
6
1.7
0
20
0
100
0
480
Max. Pressure from Filters (PSI)
Total Pressure (PSI)
Friction Loss (ft. of H20/100 ft.) 7.3808264
76.0299
350.03
151.73.
20.00
171.73
Equivalent Length
300
18.5
48
0
0
102
0
0
0
1030.1

Water Supply Calculations for Junaluska Highlands
3" PVC From Well House to Tank
B1130100
Starting Elevation (ft.)
3350
Final Elevation (ft.)
2915
Peak Demand (gpm)
30
Pipe Diameter (in.)
3
Friction Loss (ft. of H20/100 ft.)
Number
Equivalent Length (feet)
Equivalent Length
Pipe Length (ft.)
NIA
N/A
2350
45 degree Els
12
3.7
44.4
90 degree Els
5
16
80
Straight Thru Tees
0
16
0
Side -Out Tees
0
16
0
Gate Valves (fully open)
6
1.7
10.2
Gate Valves (114 closed)
0
20
0
Gate Valves (1/2 closed)
0
100
0
Gate Valves (3/4 closed)
0
480
0
Total Equivalent'Length
Total Friction Loss (ft. H2O)
Head at Final Elevation (ft. H2O)
7.9203
442.92
Pressure at Final Elev. (psi) 191.99
3138
0.2523997

6-inch
Starting Pressure (ps)
StartingElevation (ft.) max
Starting Elevation (ft.) min
Final Elevation (ft.)
Peak Demand (gpm)
Pipe Diameter (in.)
Pipe'Length (ft.)
45 degree Els
90 degree Els
Straight-Thru Tees
Side -Out Tees
Gate;Valves (fully open)
Gate Valves (1 /4 closed)
Gate Valves (1/2 closed)
Gate Valves (3/4 closed)
Total Equivalent Length
Total,Friction Loss (ft H2O)
Final Elev. Head (ft. H2O) max
Final Elev. Head (ft. H2O) min
Pressure at Final Elev. (psi)
Pressure -at Final Elev. (psi)
from first tee to 6" blow off
74
3160
3150
3230
40 for 2 lots
6
Number Equivalent Length (feet)
N/A
N/A
6
6
3
11
1
45
1
35
2
4
0
20
0
100
0
480
02642
-70.26
-80.26
max 43.54
min 39.21
Friction Loss (ft. of H20/100 ft.)
Equivalent Length
940
36
33
45
35
8
0
0
0
1798
0.0146964

6-inch
from tank to first tee
Starting Pressure (psi)
0
StartingElevation (ft.) max
3340
Starting,Elevation (ft.) min
3320
Final Elevation (ft.)
3150
Peak Demand *(gpm)
40 for 2 lots
Pipe Diameter (in.)
6 Friction Loss (ft. of H20/100 ft.)
Number
Equivalent Length (feet)
Equivalent Length
Pipq Length (ft.)
N/A
N/A
1230
45 degree Els
5
6
30
90 degree Els
1
11
11
Straight-Thru Tees
1
45
45
Side -Out Tees
0
35
0
Gate:Vatves (fully open)
1
4
4
Gate Valves (1 /4 closed)
0
20
0
Gate Valves (1/2 closed)
0
100
0
Gate Valves (3/4 closed)
0
480
0
Total Equivalent Length 2021
Tota[Fric Lion Loss (ft. H2O)
Final Elev. Head (ft. H2O) max
Final Elev. Head (ft. H2O) min
Pressure.at Final Eiev. (psi)
Pressure_ at. Final Elev. (psi)
0.2970
189.70
169.70
max 82.23
min 73.56
0.0146964

1J/6� e-/ 6)33-) 16,
nt To Stye Pace Analytical Services, Inc.
+ 54 Ravenscroft Drive
Pace Ana 1 V Li.� Asheville, NC 28801
Tel: [phone]
Fax: [phone]
NEW tiVELL INORGANIC CHEMICAL ANALYSIS
LABORATORYIDt 3 7 7 1 2
WATER SYSTEM IDt. Ne-�• _�-_ _ _ COUNTY: _ 44 0-ui_cXod
N ME OF SYSTEM: qu a 4�r_ c s.lc cc ��I-t�V1 l a�c�S
SAMPLE TYPE: -wL (W=SOUme)
COLLECTED ON: DATE �_� 13 Of C1 9-- (MMMONY) TIME: UU^M (HH.MM AM or PM)
LOCATION WHERE COLLECTED: e-1 14CCc CC
LOCATION CODE:•^_ COLLECTED BY:
MAIL RESULTS TO: E OF SUPPLY.
IK7%;R pX 1s 4e NNC
(�'TNC N[TY ( ) ADJACENT
( ) T( )CAMPGROUND
NON —COMMUNITY
( ) PRfVATERNATE
WATER SOURCE
(X)GROUND
TELEPHONE 0 a� 6�/ 0-S / 7
CONTAM
METHOD
ALLOW.
CODE
CONTAMINANT
CODE
RESULTS
LIMITS
0100 " . t
TURBIDITY. ntu -
NIA
1005
ARSENIC, mgA
0 O50
1010` .
BARIUM,.mQA
,Q
1015~'
CADMIUM. mgA,-
1018
CALCIUM, m0A
a9
L. 11
N/A
1017
CHLORIDE, mgA
i 29
_ _ _
_
WA
1020
CHROMIUM, mgA
1-6-9
_ _
0.100
1022
COPPERffo
1-69
p.Q j
1.3•
1024
CYANIDE; mgA .
1-49
_
L, o2
0.200
'1025
FLUORIDE, mgA
1 0 7
_ f1.,,? _
4.000
1028
IRON, mgA
1 6 9
f ._
0.300
1030-:
I.M. mqA
L
,
0.015•
1031
MAGNESIUM. m9A
1 6,P
_ _ _
WA'
1032
MANGANESE. mgli
0.050
1035
MERCURY.mgA
L- �Q,�_2,
0-m
1036
NICKEL.-nV
4--, L�.L1
WA `-,-
1040:
NITRATE. m0A�
L.12 _ _
10.00
.-1041; --.
NITRITE; mo
_
1��'
:1.00:
gas -
s LENIUM .mgn
133
11: � _
o.050
,.>SiLVER.
ffV
_ _ _
.... ODIUM,
_ rz. _ _
WA _
1035
SULFATE, mgA
117
_ L -1_q _ _
WA
• C ncenbalions /orkaa and copper amlel+els-M MCLS_.
jaboratory Gertrfication IDs . -• I aboratpjyGert�ficatfonIDs;�,
Ncwastev,rate� ao REP�.ORTaOF� 3 BORATORY,-ANAL` ".sl TN,Drinid iWater < 02980 .
F ?y NC DanWng:Water. '37712 : `.. SC�Erivironmental 90- 0'
This.reportshall not:be re p'roduced,.exceptin:full„ ;.

NEW WELL INORGANIC CHEMICALS ANALYSIS (continue
LABORATORY IDS: L.112 WATER SYSTEM IDS:
COLLECTION GATE: _l__/`—(MWDDYY) LOCATION CODE:
CONTAM
CODE
METHOD
ALLOW.
N •.NM
CONTAMINANT
• HEN 00NHai N�fN.�IM.�
CODE
H•aNN
RESULTS
N.Mlff�f�
UMITS
1068
1074
ACIDITY, mgA
1H
'—r --
WA
1075
ANTIMONY. m9A
BERYLLIUM,
0.006
1085
THALLIUM, m9A
115
0.004
0.002
1095
1905
ZINC, mgA
1 6 9
.Q•.-. _
5.000
1915
COLOR, units
TOTAL HARDNESS, mgA
1-2-9
1 4 1
•�
1-
15.00
WA
1925
pH, unAs
1•
- _ _
> 6.5
1927
ALKALINITY, mgA
14 2
_ ._ _
_ Q _
N/A
( ) SAMPLE UNSATISFACTORY ( ) RESAMPLE REQUESTED
Date Analyses Begun: 1i / k /9 rune Anayses Begun: / 3 ; %E M
Gate Analyses Completed: ,�� 11 Time ArraySPAI CompteteQ: If a ;_S ',�M .
Laboratory Lo4 #. Certfiied By:
COMMENTS:

i
Pace kQylcal Services. Inc.
Report Sri: b St'z a 54 Ravtnscroft Orne
Pace Analytical Asheville. NC 2W1
Tel: $28.254.7176
Fax:[phone]
BACTERIOLOGICAL ANALYSIS
laboratory n3I: j _ Z. _L l
WaterSysteraID1. Nuv. Weld. couilh, _f4Q&L412QQd
Marne of System: �[ �nQ 41�. S I.Lt ca h (n .A c
Sarn* Type: (I Routine; 2-Repeat; 3-Rcplaccmenr 4-Plan Approval; S-OthcdWoc-compUwKc)
Collected on: DATE jQ 2_i ,v / 4 9 (A,Q�'V =y) j�;Q.�i 3 C� M (1-W MM AM or PK
Location %%tre Coriected: > .J i) N r"i n
Location Type: — (1-Fuss User Tap; 2-General User Tap; 3
Locatioa Code: — — — Collected By:
FOR REPEAT SAMPLE:
Previous Positive Location Code:
Positive Collection Date:
Time: -----
User Tap; 4-Sourcc&take; 5-Otber)
FOR REPLACEMENT SAMPLE:
Original Sample Type:_ (I -Routine;
2-Repeat; 3-Plan Approval; 4 -Other)
Original Collection Date: — / /
Proximity:— (I -Same; 2-Upstream; rune: — M
3-Downstream) -- --
Type of Supply: O Community O NTNC
O Noo-Community O Adjacent
O Private ❑ Campground
Typo of Treatment: O Cblorimted
O Non -Chlorinated
FE" Chlorine Residual:
Combined Chlorine Rcsiduak
CONTAMINANT METHOD
. RESULT INVALID CODES
PRESENT ASSq�i INVALID 1) Confluent Growth/No Coliform Found
Total Coiiform 1 a
O F� O 2) TNTC/No CoPiform Found
Fec M Coli — _
O W O 3) Turbid CdwmMo CoGform Found
HdaotrophkP� ---
W 4) Over 30How Old
(number) 3) ImptopecSampk aAtutlys;s
( ) Report Samples Required
( ) Replacement Sample Required
Date Analysis Beguw-L 7/• O /9 9 rune Analysis Begun: 14- : 3 mil- P M
Date Analysis Completed: O Z/3 �/S TGne Analysis CorpRkte� (o M
Laboratory Log / Q7 • Zn • 1.2
Tuns Certified By:
COMMm: -424IQ2�4
NC Wastewater . so
REPORT OF LABORATORY ANALYSIS TN alWNWafi� 1ps
NO Drtnfcir►p water ante
Orfr,lanp waken 029so
This report shall rot be reproduced, except in fuk SC Environmental 99030
without the writken consent of Pace llnalylicai Services, Inc

rmor
. .. ��
i
% » }
>\
........ \ \

JUNALUSKA HIGHLANDS
July 15-16, 1999
Lake Junaluska,
N.C.Typical
well hydraulic
test "log'
TIME
DEPTH TO WATER DRAWDOWN BETWEEb
TOTAL DRAWDOWN
GALLONS PER
MEASURING
MINUTE
PERIODS
MEASURING PERIOD
_ '9:15 AM
163'
---
--
52
9:20
192'
29'
29' ••
48
9:25
199,
7'
36'
48
9:30
202'
3'
39'
48
9:40
20418"
298"
4128"
48
9:45
20716"
2910"
41t'6"
48
9:50
21217"
511"
4907"
48
9:55
21415"
1'10"
5115"
48
10:00
21616"
211"
5316"
47
10:10
21916"
3'
5616"
47
10:20
22217"
311"
5917"
46
10i=30
22513"
218"
6213"
46
10:40
227110"
217"
64110"
46
10:50
23111"
313"
6811"
45
ll:00
234'3"
313"
7114"
43
11:30'
24115"
712"
7816"
43
12:00 noon
24817"
2110"
8114"
43
12:30 pm
254' i
515"
8619"
43
1:00
26012"
612"
92111"
42
1:30
26517"
51511
9814"
42
2:00
269111"
404"
102,8"
41
2:30
i
27311"
312"
10511011
41
3:00
27311" i
-
105110'"
'
'; 35
11
3: 30
273121,
1 ��
106129
34 '
4:30
�273'6"
4"
106'6"
' 34
5:30
27319"
3"
1061911
34
l

Typical well Inyciral,11--i-C
-test "109
CN S P
DEPTH TO
Iq AT R D R A W D 0 W N 3 'E'D
OWN
MEkSURING-
AT
N UME
PERIODS
MEASURING PERIOD
6:30
2 -7 3 19 11
106,91,
7 3 0
274 1 3
6. 11
1071 3-1
83 0
2741 .9.
6
107 1 9
3
9 3 0
2 -17 5
3
1
-08,
0
1
275'
j 0
108
-i
o
0 0 1
27
0
05
3 0
275'
0
108,
0
12 3 0 AM
275
01,
108
2 -11 5
oll
108,
30
-,o
275
oil
10 8
3 0
275
oil
108
30
4 3 0
275
oft
108,
M
275
0
-08,
30
6 3 0
275,
0
,
108l
30
30
1 275'
off
i n8
1 30
8 30
I 275
Oil
0 8
-7
oil
108
30

FROM
-31.13.2Q69 1`,
P. 4
I:
C K IST for NEi WELL CONSTRUCTION
l iJunaluska Highlands;
Natne bi Pu Iic Water System
Date 1/31/00
Inc. (David Robinson)
Public Wgtei System ldentificat on number (PWSID) if known ,
County Maywood
.---1
Main Well
Well name o number
OwnrJunaluska Highlands, Inc. (David Robinson)
Gary S. MacConnell
WdIIDriller_ Joe Price EngineerXacCo_nnell & Asspoiates, P.C.
m / �u
Casing: I Length installed � Type of casing installed
l (Min. SO feet bel�w Trade) (S(ool Cating whet cased to 6edrock, otherwise,
as Directed by PWS)
Full length grouting of well casl4 required Length of casing grouted.
Grouting � ncc od used: PressurelTietbod Pumping Method- Other Mcthod %ice
Well 61teii6 •(s) enclosed? j �N) `
- f ,
.1
Recorded tat s) enclosed?
Drive shO tis�d on bottom of we
S.Igncd wbil driller's lot with dril
t
MonitoriAg': I Bacteriological ar
New Well' InorD
Nitrate/Nitrite (if
i Radiological (if t
Signed 24tliourl well yield and dr
Engineer's ivellI construction verl
Total-dyn4t�llc lLad design calcul
Selected pf inp �ata and performa
szan -
oawoNgttt� H.��,
sr k a
rwss .
casing?
�N )
is i erdfieation number.
Y? N )
ys's results.
V�v )
tic bemical-analysis results.
CPN )
It Included in Inorganic analysis)
�N )
rirdd)
( Y 1 N )
10�m deport enclosed?
)
ttlop statement sealed and signed?.
l(V-5�iV )
)n?
N )
,curves?
N )
a.a+
***ENO***

NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
ASHEVILLE REGIONAL OFFICE
DIVISION OF ENVIRONMENTAL HEALTH
July 16, 1999
i R. Robinson
rridge Road
Ile, North Carolina 28786
RE: Well Site Investigation
Well #1
Junaluska Highlands
Haywood County
Robinson:
This letter will confirm my investigation of a proposed well site to serve the above referenced public
tem. The well site as shown on the enclosed plat, and is further described as follows:
Lying 236.75 feet from the third call, from the north east comer of the 63.759 acre parcel in a north 48 °
:�st direction, and on proposed lot #29 of the development..,. -.
The above described well site is approved by the Division of Environmental Health with the following
1. That the well be located on a lot such that the area within 100 feet of the well is _owned or
properly controlled by the water supplier. The system owner must provide proof of recorded
ownership or control of the well lot at the time the plans and specifications are submitted.
2. The site must be graded and sloped, if needed, so that surface water is diverted away from the
well.
3. The minimum horizontal separation between the well and known potential sources of pollution
shall be as follows:
a. 100 feet from any sanitary sewage disposal system, sewer, or sewer pipe unless the
sewer is constructed of water main materials and joints, in which case the sewer pipe
shall be at least 50 feet from the well;
b. 100 feet from buildings, 'mobile homes, permanent structures, animal houses or lots,
orcultivated areas to which chemicals.are applied;
C. 100 feet from surface water,
-852t.MERRIMON.AVENUE,:ASHEVIL-LE, NORTH:CAROL'INk,28804 `
-PHONE:828=251=6786-.,FAX'828-25.1=6770 '-
A..

d. 100 feet from a chemical or petroleum fuel underground storage tank with secondary containment;
e. 100 feet from roads, streets and parking lots;
f 100 feet from any other potential source of pollution.
4. At the time of approval, the minimum horizontal separation between the well and known potential
sources of pollution shall be as follows:
a. 200 feet from a subsurface sanitary sewage treatment and disposal system designed for 3000
or more gallons of wastewater a day flows, unless it is determined that the well water source
utilizes a confined aquifer;
b. 300 feet from a cemetery or burial ground;
C. 500 feet from a septage disposal site;
d. 500••feet from a chemical or petroleum fuel underground storage tank without secondary
containment;
e. 500 feet from the boundary of a ground water contamination area.
f. 500 feet from a sanitary landfill or, non -permitted, non -hazardous solid waste disposal site,
g. 1000 feet from a hazardous waste disposal site or otherwise in any location which conflicts
with the North Carolina Hazardous Waste Management Rules cited as 15A NCAC 13A.
5. Acceptance of the well as a source of public water supply will also require satisfactory "new
well" inorganic and.bacteriological analyses.
Prior to drilling, you should contact.the Groundwater Section of this _department concerning the issuance of a
well construction permit. Upon receipt of this letter and a well construction permit from the Groundwater Section (if
applicable); you may proceed with drilling operations.
Upon completion of the well construction, a 24-hour well yield test must be conducted in accordance with
requirements of the North Carolina Well Construction Regulation and Standards. Copies of the well construction record,
water analyses, 24-hour well yield test, and three (3) copies of documents and exhibits as outlined in the "Guide for
Obtaining Approval of Public Water Supply System" must be submitted to our Plan Review Branch, Public Water
Supply Section, Division of Environmental Health in Raleigh for review and approval.
It is required by the General Statutes of North Carolina (reference G.S. 130A-315 & 317) that the plans and
specifications for all proposed public water systems or expansions to public water systems be approved by the
Environmental Health Division, Plan Review Branch prior to the construction of any part of the system, or the award
of a contract (if any) for the construction of any part of the system. It is required that the plans and specifications be
prepared by an engineer licensed to practice in North Carolina.
The water supplier must make every effort to insure that the restrictions noted in the provisos are maintained,
so that the integrity of the protected well site area is not negated. The water supplier must notify this office of any
deviation from or infringements of the restriction in this approval.
-2-

New procedures are in place for obtaining approval of new wells proposed to be constructed after August 1,
1999. It is requested that you continue the process by submitting the engineering plans and specifications in triplicate
to regional office (Phase II), with a complete new well construction check list.
If any additional information or assistance is desired from this office, please do not hesitate to call. I can be
reached at [phone].
Sincerely,
MyR. Freeman
Environmental Engineer
JRF/JEP
Enclosures: Guide for Obtaining Approval
Disinfection of Water Line
Disinfection of a Well
Drawing PS 66-7
General Statutes
June 7, 1999 Construction Letter
c: Wayne Munden
Warren Bracken E.I.T.
G.\DATA\WPDATA\PWSUFX44UUNAHIGH. WSI
-3-

-TAANSM MADE ON PROPERTY RECOF%O
- �oirl;
03/3111i
$313'
pTH
.00
JCUKA Fteal Esigfq
Masseuse
Excite Ts.
tl. -a Sla. 00
•
C,
TL
It
�f�3 q
03/31/90
J-Iff 1. it
l"lltst " lead,
.. Recarding Tiaw. Base Wai fte, 2
Tax Lot N. .... ..... ...... . . ... ..
Verified by ... . ........
C*Gnty On the
19
. . .......... ... ..... ..... ..... .... .........
11411,'"llar, ten. InC t. T_ Midod. Jxft
This instrument was vrwpsted by ...T..Xchsd.j_jrd AttTp . .. ....
3-rlef 'i-scriPti— far the Ind.. X.-" 2— "Tmdlle. X 237M
NORTH CAROUNA GEN U kRRANTY DEED
..TXM DZZD "t"q jhLg 13th .- day a
ancl-batiron
GRANTOR
GPAX=
JWEPH.C.;.WRM NW wife., Sm- C_.Mw=-
DAVID LANIMM; Tntstee for
his4ttorney.1n.fact. the Onfif R.,.,jbblnson.,Trust
'�7_tsvvh- C-Am. aw dfted�october._21.�:1996. as mended.
'ELIZASM4111PIPMORROW ' am.
(Single),by
throLvft1hvr,attarnvy_jn.�f4a. Joseph C.
M,orr-*-'CW MRGAMT JW�MRWW (Single).
Joysph on:
her throu" 4ttofWy_jn_fWt.
JoC. Morrow.
*Poswe"oft Wall ow eaft eryt,aaar. &Was' .0. , 149-wftk% 0_"­(
4*sft"4"q" Ctitater.31W 43.U. "'=" -beraft:shan �
shall 1841648 offf"lar. plural. Ases"Hooleau,,is. '.V.W':lWdv -M _"j_ "r IMM ousours, and k., Bad
— ft by "OfGXL
WITINUMM. tmt far, a -vatstamc "Misiila ts" MW by tk Cmale.,
ack"ief Ass SOW by -own jinivU ut.-,UaW. sell said res, irila balbf rWWlP4 of which Is henbl
tvruid W or 74 ' Ml of land *aWd" IN SK911101111% -Greattoo 41, Ise aftapla. Ali tbat
31tTwood WaYMY1110 T*wmklp,
C-4%,vank Carohns and =m 7aetlnlarb d.W'jbq as (aljewaj
sche
dule 'A' &tL'ch@d hgmtc and 1"Pin fAd *min by reference.
in
L
0

R,nor
SCHEDULE"Ar
Elcing.that certain tract of land containing 63.759 acres, as shown and. described on a plat of
survey by L. Kevin EmIcy. R.L.S., dated February 9. 1998, and as recorded In Plat Cabinet C.
Slat'1194, Haywood County Registry, to which reference is hereby madc'for more complete and
particular description thereof.
This. conveyance is made subject to those express terms and conditions for.. triction. and access
road contained in that certain Agreement for Restrictive Covenants. Reservations and Easements
executed by David R. Robinson. Trustee for the David R. Robinson That dated October 21,
,
1996., as,mxrAcd and Marie F. McCracken cL &L dated March 1991L and recorded this
date in tli'e Ofl`ice of the Register of Deeds or Haywood Caunty, aM.that certain Agreement for
Rcstrictiii+rCovenants. Reservations and Etwments executed by David R. Robinson. Trustee for
ft.-.DavidIL Robinson Trusvdated October 21. 1996. as mmWedimWlylvia F. Fchols et. vir..
dated Much 31 1999. and recorded this date in the 011m of the Register of Deeds of
Haywood County.
CS
JA
I . . . Z; :. r--7- 7

S U " b M'. Ift?
3450 RPM"''
JOB or CUSTOMER:
ENGINEER:
CONTRACTOR:..,-
SUBMITTED BY:
DATE:
APPROVED BY:
DATE:
ORDER NO:
DATE:
IFICATION'REF:
�.,:SPEC
."STACK" KIT P/N:
SEAL & GASKET KIT P/N:.
Dimensions
Bass -Dimensions
Technical Data
Di
Allow. Space
Sp
for Motor
Removal
8 '/4'
210mm
7,A6"_�d
rt-7180MM
t-7
_11,_DISCHARGE .1
MIN. DUTY FLOW RATE:
5°F to 250°F (-15°C to 120*C) = .0:GPM
5 2
See the Sede&C.IhstallationA Operating Manual
for operating limits below this minimum.
Fi
E
MOTORS: ODP (Standard), TEFC (Optional)
(4)
1/2' Holes
TEMPERATURE RANGE:
I
I
13mm
51F to 250°F (-1 51C to 121'C) -
A
I C
, I SUCTION 1111
FLANGES: 1 1/4'. ANSI 250 lb. R.F., 4 Bolt
4
,/"NPT'
W, G 112"
Priming I
Port
MAXWORIUNG PRESSURE (at250-F):
Models 20/1-100: 230PSQ16 Bars)
Fiang ':-Dimensions
Gluge Tap
1 Flanged
Z,Primingg
1 %'Flanged
- ANSI 11/4'
250 lbi,
120 - 160/14: 300,PSI (20 Bars)
(Consult Grundfos for maximum working pressures
Suction
Discharge
4
4 30
Bolt
-4tiower.fluicitemperatures.).
Connection
Connection
dPE
'T
MAX INLET PRESSURE:
� 1
!��
n�.
3 V16
3W,
2011-20: 90 PSI (6 Bars)
30-80f7: 145 PSI (10 Bars)
80-160/14: 220 PSI (15 Bars)
9 7A*
5 W —
Motors are .74 / Ck- Rated _j
Electrical Data. Dimensions, and Welahtsw
DIMENSIONS IN INCHES
P
W
011
CR4-20/1 U
'h7
-1.25
1
115/208-230
56C
1 1/4
1 1/-
9 3A
3
11-V2
20,7/a
61/a
4 3A
.58
64
4
th
1.25
3
208-230/4450
56C
1 1/-
1 1/.
93
A
3
11 1h
20 7A
6 'A
4 1h
57
63
4
CR4-20U
3/4
1.25
1
115/208-230
56C
1 V4
1 1/4
101/4
3
11 '/2
21 -Y4
61/a
4 1/2
63
69
4
3/4
1.25
3
208-230/460
56C
1 1/4
1 1/4
93/8
3
11 1/2
207/e
61/s
41/2
69
75
4 1
CR4-30U
1 1/2
1.15
1-
115/208-230
56C
1 'A
1 'A
11 'A
3
123/s
23.7/8
71/4
51/4
77
83
4
1 1h
1.15
3
208-230/460
56C
1 114
1 'A
9 3/8
1 3
12 3/9 121
3/4
57/8
4 3/a
73
79
4
CR4-40U
1 1h
1.15
1
115/208-230
56C
1 1/4
1 1/4
11 1/4
3
13 1/z
24
71/4
5 1/4
80
85
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;
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JOB or CUSTOMER:
ENGINEER:
CONTRACTOR:
SUBMITTED BY:
DATE;
APPROVED BY:
DATE:
:ORDER'NO:
DATE:
-SPECIFICATION.-REF:
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f r
o Motor
Removal
Base Dimensions
—.I__DISCHARGE
81/1,
210mm
7Lg" --
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Technical Data
(based c/7,7/rfte waterat 68FI20 'Cl)
MIN. DUTY FLOW RATE:
5-F to 250-F (-1 5-C to 120'C) = 2.0 GPM
See the Series C installation & Operating Manua!
for operating limits below this minimum.
(6'
1 1!." Flanged i
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L
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WORKING PRESSURE:
Models 20/1 - 100: 230 PSI (16 Bars)
120 - 160114: 300 PSI (20. Bars)
(Consult Grundfos for maximum working
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MAX INLET PRESSURE:
2011 - 20: 90 PSI (6 Bars)
Flange -Dimensions
1 %- ANSI
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Priming Valve A
j• 9 7A"
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31A'
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Facility information
NPDES permit #:
NC0086843 Haywood County
Facility name:
Junaluska Highlands Water Treatment Plant -
Junaluska Highlands Homeowners' Association
WWTP class:
2 Physical Chemical (classified 8-17-2001)
WWTP type:
Discharge of filter backwash from the Water
Treatment Plant: to a 1200 gallon concrete
settling (septic) tank; to a 3.85 square foot surface
area, with a 24-inch deep sand filter media
(covered in gravel); to a dry ditch (— 1 mile from
Rogers Creek).
Note:
No discharge has ever been observed.
WTP location:
100 Rimesdale Road, Lake Junaluska
Responsible official:
George Scanlon
Responsible "'s title:
President, HOA
Official's location:
48 Inverness Drive; Waynesville, NC 28785
Email:
[e-mail]
Phone numbers
828-452-1118
George Scanlon, HOA
828-456-8497
G. Roger Patterson, ORC - # @ Waynesville WTP
828-734-6304 cell
- business: Backflow valve Testing
828-452-1048 (h)
" - 163 Sylvan Street; Waynesville, NC 28786
Oaerator information
ORC & grade: Roger Patterson — Grade I Physical Chemical —
Cert # 985413
Note: This system is classified as a Class 2 Phys Chem.
Back-up & grade: none
Permit information
Date issued: 1-1-2006
Expiration date: 9-30-2010
Stream information
Stream & river basin: Rogers Cove Creek; French Broad River Basin
Sub -basin: 04-03-05 Quad: Grid: E 7 SW
Stream classification: C Drainage area sq mi:
Instream Waste Conc.: Average stream flow:
Summer 7Q10 cfs: Winter 7Q10 cfs:

Other information
Directions:
From Asheville, travel on 1-40 West to Exit 27 - Hwys 19/23 South & 74 West
toward Lake Junaluska & Maggie Valley.
Stay on Hwys 19/23/74 (four lane).
Take the right-hand fork of Hwy 19 to Maggie Valley.
You will pass Lake Junaluska.
At the first stop light, turn right.
Go — 20 feet and turn right (again) onto County Road.
The sign says, "Avalon".
Turn left onto Rogers Cove Road. Go — 0.5 mile.
The sign & gate says, "Junaluska Highlands". The gate is open until 6 pm.
Turn left onto the first road to the left.
Then turn right onto Rimesdale Road.
The WTP is on the right, at 100 Rimesdale Road.

Facility information
NPDES permit #:
Facility name:
WWTP class:
WWTP type:
Operator information
ORC & grade:
Note:
NCO086843 Haywood County
Junaluska Highlands Water Treatment Plant -
Junaluska Highlands Homeowners' Association
2 Physical Chemical (classified 8-17-2001)
Discharge of filter backwash from the Water
Treatment Plant to a 1200 gallon concrete settling
(septic) tank, to a 385 square foot surface area, with a
24-inch deep sand filter media. % a �,G� > (�,�/� �n -� ,$ `�;
Lj
G. Roger Patterson —.Grade I Physical Chemical —
This system is classified a Class 2 Phys Chem
G. Roger Patterson Grade I Physical Chemical - Cert # 985443
Grade I Wastewater Treatment - Cert ## 22255
1 Sec 1 1/1 1 ;At 0.5" Ln 1 Col 1`E ;

Amb
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Michael F. Easley, Governor
November 22, 2005
Mr. Jack L. Johnson
Junaluska Highlands Homeowners Association
228 Inverness Drive
Waynesville, North Carolina 28785
William G. Ross, Jr., Secretary
V F � , v} ,
NOV 2 3 2005
WATER OLALITY SECTIOf
ASHP`_1 F REGIONAL O`:0E
Subject: Issuance of NPDES Permit NCO086843
Junaluska Highlands WTP.
Haywood County
Dear Mr. Johnson:
Division personnel have reviewed and approved your application for renewal of the subject permit.
Accordingly, we are forwarding the attached NPDES discharge permit. This permit is issued pursuant to the
requirements of North Carolina General Statute 143-215.1 and -'the, Memorandum of Agreement between North
Carolina and the U.S. Environmental Protection Agency dated May 9,1994 (or as subsequently amended).
This final permit includes no major changes from the draft permit sent to you on September 14, 2005:
➢ . The Daily Maximum limit for Total Residual Chlorine takes effect on July 1, 2007.
If any parts, measurement frequencies or sampling requirements contained in this permit are
unacceptable to you, you have the right to an adjudicatory hearing upon written request within thirty (30) days
following receipt of this letter. This request must be in the form of a written petition, conforming to Chapter
150B of the North Carolina General Statutes, and filed with the Office of Administrative Hearings (6714 Mail
Service Center, Raleigh, North Carolina 27699-6714). Unless such demand is made, this decision shall be 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
Charles Weaver at telephone number [phone], extension 511. .
Sincerely,
w
Zan W. Klimek, P.E.
cc: Central Files
Asheville.Regonal-Office Surface Water Protection
NPDES Unit
1617 Mail Service Center, Raleigh; North Carolina 27699-1617
512 North Salisbury Street, Raleigh, North Carolina 27604
Phone: [phone] / FAX [phone] / Internet: h2o.enr.state.nc.us
An Equal Opportunity/Affirmative Action Employer— 50% Recycled/10% Post Consumer Paper
One
NorthCarolina
Naturally

Permit NCO086843
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 Tederal Water Pollution Control Act, as amended, the
Junaluska Highlands Homeowners Association
is hereby authorized to discharge wastewater from -a facility located at the
Junaluska Highlands WTP
100 Rimesdale Road
Lake Junaluska
Haywood County
to receiving waters designated as an unnamed tributary to Rogers Cove Creek 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.
This permit shall become effective January 1, 2006.
This permit and authorization to discharge shall expire at midnight on September 30, 2010.
Signed this day November 22, 2005.
Alan"W. Klimek, P.E., Director
Division of Water Quality
Bey Authority of the Environmental Management Commission

i"
Permit NCO086843
SUPPLEMENT TO PERMIT COVER SHEET
All previous NPDES Permits issued to this facility, whether for operation or,discharge are hereby revoked. As of
this permit issuance, any previously issued permit bearing this number is no longer effective. Therefore, the
exclusive authority to operate and discharge -from this facility arises under the permit conditions, requirements,
terms, and provisions included herein.
The Junaluska Highlands Homeowners Association is hereby authorized to:
1. Continue to operate a well -water treatment system with a discharge of filter -
backwash wastewater. This:facility is located at the Junaluska Highlands WTP
(near Lake Junaluska on Rimesdale Road) in Haywood County.
2. Discharge at the location specified on the attached map into an.unnamed
tributary. to Rogers Cove Creek, classified C waters in the French Broad River
Basin.

A
P- �7
1565
WN• IIII
n are-& :ekLEV 2562 2S
R KI-1 �10 .4 -: .
Latitude: 3503249" NCO086843
LongkWe: 82035'02" JunaLuska Highlands
Quad #: E7SW
; P
Stream-C VfT-P
5 5� t�
Receiving Stream Rogers Cove Creek

Permit NC0086843
A. (I.) EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS
During the period beginning on January 1, 2006 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:
EFFLUENT50
LIMITS
fit
MONITORING REQUIREMENTSY �'
y .E k ` 2 .1 f
+^'
,r.
2 [}
i i•)i 4. a 1 f I J 5 4 K �� ... tS aiF k
CHARACTERISTICS z
a y
X eragiW
si =Maximum s�
Flow
Weekly
Instantaneous
Effluent
Total Suspended Residue
30.0 mg/L
45.0 mg/L
2/Month
Grab
Effluent
Settleable Solids
0.1 ml/L
0.2 ml/L
Weekly
Grab
Effluent
Turbidity)
Weekly
Grab
Upstream & Downstream
Iron
Weekly
Grab
Effluent
Total Residual Chlorine2
17 Ng/L
Weekly
Grab
Effluent
Footnotes:
1. The discharge from this facility shall not cause turbidity in the receiving stream to exceed 50 NTU. If the
instream turbidity exceeds 50 NTU due to natural background conditions, the discharge cannot cause
turbidity to increase in the receiving stream.
2. Limit takes effect July 1, 2007. Until then, the Permittee shall monitor TRC [with no effluent limit].
All samples must be collected from a typical discharge event.
There shall be no discharge of floating solids or visible foam in other than trace amounts.

NPDES Permit Requirements
Page 1 of 16
PART II
STANDARD CONDITIONS FOR NPDES PERMITS
Section A. Definitions
2/Month
Samples are collected twice per month with at least ten calendar days between sampling events.
3/Week
Samples are collected three times per week on three separate calendar days.
Act or "the Act"
The Federal Water Pollution Control Act, also known as the Clean Water Act, as amended, 33 USC 1251, et. seq.
Annual Averaee
The arithmetic mean of all "daily discharges" of a pollutant measured during the calendar year. In the case of fecal
coliform, the geometric mean of such discharges.
Arithmetic Mean
The summation of the individual values divided by the number of individual values.
Bypass
The known diversion of waste streams from any portion of a treatment facility including the collection system, which
is not a designed or established or operating mode for the facility.
Calendar Dav
The period from midnight of one day until midnight of the next day. However, for purposes of this permit, any
consecutive 24-hour period that reasonably represents the calendar day may be used for sampling.
Calendar Quarter
One of the following distinct periods: January through March, April through June, July through September, and
October through December.
CompositeositeSample
A sample collected over a 24-hour period by continuous sampling or combining grab samples of at least 100 ml in
such a manner as to result in a total sample representative of the wastewater discharge during the sample period. The
Director may designate the most appropriate method (specific number and size of aliquots necessary, the time
interval between grab samples, etc.) on a case -by -case basis. Samples may be collected manually or automatically.
Composite samples may be obtained by the following methods:
(1) Continuous: a single, continuous sample collected over a 24-hour period proportional to the rate of flow.
(2) Constant time/variable volume: a series of grab samples collected at equal time intervals over a 24 ,hour
period of discharge and combined proportional to the rate of flow measured at the time of individual sample
collection, or
(3) Variable time/constant volume: a series of grab samples of equal volume collected over a 24 hour period
with the time intervals between samples determined by a preset number of gallons passing the sampling
point. Flow measurement between sample intervals shall be determined by use of a flow recorder and
totalizer, and the preset gallon interval between sample collection fixed at no greater than 1 /24 of the
expected total daily flow at the treatment system, or
(4) Constant time/constant volume: a series of grab samples of equal volume collected over a 24-hour period at
a constant time interval. This method may only be used in situations where effluent flow rates vary
less than 15 percent. The grab samples shall be taken at intervals of no greater than 20 minutes apart
during any 24-hour period and must be of equal size and of no less than 100 milliliters. Use of this method
requires prior approval by the Director.
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In accordance with (4) above, influent grab samples shall not be collected more than once per hour.
Effluent grab samples shall not be collected more than once per hour except at wastewater treatment systems
having a detention time of greater than 24 hours. In such cases, effluent grab samples may be collected at
intervals evenly spaced over the 24-hour period that are equal in number of hours to the detention time of the
system in number of days. However, the interval between effluent grab samples may not exceed six hours nor
the number of samples less than four during a 24-hour sampling period.
Continuous flow measurement
Flow monitoring that occurs without interruption throughout the operating hours of the facility. Flow shall be
monitored continually except for the infrequent times when there may be no flow or for infrequent maintenance
activities on the flow device.
Daily Discharge
The discharge of a pollutant measured during a calendar day or any 24-hour period that reasonably represents the
calendar day for purposes of sampling. For pollutants measured in units of mass, the "daily discharge" is calculated as
the total mass of the pollutant discharged over the day. The "daily discharge' concentration comprises the mean
concentration for a 24-hour sampling period as either a composite sample concentration or the arithmetic mean of all
grab samples collected during that period. (40 CFR 122.3)
DOX Maximum
The highest "daily discharge" during the calendar month.
Daily Sampling
Parameters requiring daily sampling shall be sampled 5 out of every 7 days per week unless otherwise specified in the
permit. The Division expects that sampling shall be conducted on weekdays except where holidays or other
disruptions of normal operations prevent weekday sampling. If sampling is required for all seven days of the week
for any permit parameter(s), that requirement will be so noted on the Effluent Limitations and Monitoring Page(s).
DWO or "the Division"
The Division of Water Quality, Department of Environment and Natural Resources.
EMC
The North Carolina Environmental Management Commission.
Facility Closure
The cessation of wastewater treatment at a permitted facility, or the cessation of all activities that require coverage
under the NPDES. Completion of facility closure will allow this permit to be rescinded.
Geometric Mean
The Nth root of the product of the individual values where N = the number of individual values. For purposes of
calculating the geometric mean, values of "0" (or "< [detection leveg'D shall be considered =1.
Grab Sample
Individual samples of at least 100 nil collected over a period of time not exceeding 15 minutes. Grab samples can be
collected manually. Grab samples must be representative of the discharge (or the receiving stream, for instream
samples).
Hazardous Substance
Any substance designated under 40 CFR Part 116 pursuant to Section 311 of the Clean Water Act.
Instantaneous flow measurement
A measure of flow taken at the time of sampling, when both the sample and flow will be representative of the total
discharge.
a
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Monthly Average (concentration limitl
The arithmetic mean of all "daily discharges" of a pollutant measured during the calendar month. In the.case of fecal
coliform, the geometric mean of such discharges.
Permit Issuing Authority
The Director of the Division of Water Quality.
Quarterly Average (concentration limit)
The average of all samples taken over a calendar quarter.
Severe property damage
Substantial physical damage to property, damage to the treatment facilities which causes them to become inoperable,
or substantial and permanent loss of natural resources which can reasonably be expected to occur in the absence of a
bypass. Severe property damage excludes economic loss caused by delays in production.
Toxic Pollutant:
Any pollutant listed as toxic under Section 307(a)(1) of the Clean Water Act.
U set
An incident beyond the reasonable control of the Permittee causing unintentional and temporary noncompliance with
permit effluent limitations and/or monitoring requirements. An upset does not include noncompliance caused by
operational' error, improperly. designed treatment facilities, inadequate treatment facilities, lack of preventive
maintenance, or careless or improper operation.
Weekly Average (concentration limitl
The arithmetic mean of all "daily discharges" of a pollutant measured during the calendar week. In the case of fecal
coliform, the geometric mean of such -discharges.
Section B. General Conditions
1. Duty to Comply The Permittee must comply with all conditions of this permit. Any permit noncompliance constitutes a violation
of the Clean Water Act and is grounds for enforcement action; for permit termination, revocation and reissuance,
or modification; or denial of a permit renewal application [40 CFR 122.41].
a. The Permittee shall comply with effluent standards or prohibitions established under section 307(a) of the
Clean Water Act for toxic pollutants and with standards for sewage sludge use or disposal established under
section 405(d) of the Clean Water Act within the time provided in the regulations that establish these
standards or prohibitions or standards for sewage sludge use or disposal, even if the permit has not yet been
modified to incorporate the requirement.
b. The Clean Water Act provides that any person who violates section 301, 302, 306, 307, 308, 318 or 405 of the
Act, or any permit condition or limitation implementing any such sections in a permit issued under section
402, or any requirement imposed in a' pretreatment program approved under sections 402(a)(3) or 402(b)(8)
of the Act, is subject to a civil penalty not to exceed $25,000 per day for each violation. [40 CFR 122.41 (a)
(2)]
c. The Clean Water Act provides that any person who negligently violates sections 301, 302, 306, 307, 308, 318, or
405 of the Act, or any condition or limitation implementing any of such sections in a permit issued under
section 402 of the Act, or any requirement imposed in a pretreatment program approved under section
402(a)(3) or 402(b)(8) of the Act, is subject to criminal penalties of $2,500 to $25,000 per day of violation, or
imprisonment of not more than 1 year, or both. In the case of a second or subsequent conviction for a
negligent violation, a person shall be subject to criminal penalties of not more than $50,000 per day of
violation, or by imprisonment of not more than 2 years, or both. [40 CFR 122.41 (a) (2)]
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d. Any person who knomin,gyl violates such sections, or such conditions or limitations is subject to criminal
penalties of $5,000 to $50,000 per day of violation, or imprisonment for not more than 3 years, or both. In
the case of a second or subsequent conviction for a knowing violation, a person shall be subject to criminal
penalties of not more than $100,000 per day of violation, or imprisonment of not more than 6 years, or both.
[40 CFR 122.41 (a) (2)]
e. Any person who knowingly violates section 301, 302, 303, 306, 307, 308, 318 or 405 of the Act, or any permit
condition or limitation implementing any of such sections in a permit issued under section 402 of the Act,
and who knows at that time that he thereby places another person in imminent danger of death or serious
bodily injury, shall, upon conviction, be subject to a fine of not more than $250,000 or imprisonment of not
more than 15 years, or both. In the case of a second or subsequent conviction for a knowing endangerment
violation, a person shall be subject to a fine of not more than $500,000 or by imprisonment of not more than
30 years, or both. An organization, as defined in section 309(c)(3)(B)(iii) of the CWA, shall, upon conviction
of violating the imminent danger provision, be subject to a fine of not more than $1,000,000 and can be fined
up to $2,000,000 for second or subsequent convictions. [40 CFR 122.41 (a) (2)]
f. Under state law, a civil penalty of not more than $25,000 per violation may be assessed against any person
who violates or fails to act in accordance with the terms, conditions, or requirements of a permit. [North
Carolina General Statutes § 143-215.6A]
g. Any person may be assessed an administrative penalty by the Administrator for violating section 301, 302,
306, 307, 308, 318 or 405 of this Act, or any permit condition or limitation implementing any of such
sections in a permit issued under section 402 of this Act. Administrative penalties for Class I violations are
not to exceed $10,000 per violation, with the maximum amount of any Class I penalty assessed not to exceed
$25,000. Penalties for Class II violations are not to exceed $10,000 per day for each- day during which the
violation continues, with the maximum amount of any Class II penalty not to exceed $125,000. [40 CFR
122.41 (a) (3)]
2: Duty tom to
The Permittee shall take all reasonable steps to minimize or prevent any discharge or sludge use or disposal in
violation of this permit which has a reasonable likelihood of adversely affecting human health or the environment
[40 CFR 122.41 (d)].
3. Civil and Criminal Liability
Except as provided in permit conditions on "Bypassing" (Part II. C. 4), "Upsets" (Part II. C. 5) and "Power
Failures" (Part II. C. 7), nothing in this permit shall be construed to relieve the Permittee from any
responsibilities, liabilities, or penalties for noncompliance pursuant to NCGS 143-215.3, 143-215.6 or Section 309
of the Federal Act, 33 USC 1319. Furthermore, the Permittee is responsible for consequential damages, such as
fish kills, even though the responsibility for effective compliance may be temporarily suspended.
4. Oil and Hazardous Substance Liability
Nothing in this permit shall be construed to preclude the institution of any legal action or relieve the Permittee
from any responsibilities, liabilities, or penalties to which the Permittee is or may be subject to under NCGS 143-
215.75 et seq. or Section 311 of the Federal Act, 33 USG 1321. Furthermore, the Permittee is responsible for
consequential damages, such as fish kills, even though the responsibility for effective compliance may be
temporarily suspended.
5. Property Rights
The issuance of this permit does not convey any property rights in either real or personal property, or any
exclusive privileges, nor does it authorize any injury to private property or any invasion of personal rights, nor
any infringement of Federal, State or local laws or regulations [40 CFR 122.41 (g)].
6. Onshore or Offshore Construction
This permit does not authorize or approve the construction of any onshore or offshore physical structures or
facilities or the undertaking of any work in any navigable waters.
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7. Severability
The provisions of this permit are severable. If any provision of this permit, or the application of any provision of thi
permit to any circumstances, is held invalid, the application of such provision to other circumstances, and the remainde
of this permit, shall not be affected thereby [NCGS 15013-23].
8. Duty to Provide Information
The Permittee shall furnish to the Permit Issuing Authority, within a reasonable time, any information which the
Permit Issuing; Authority may request to determine whether cause exists for modifying, revoking and reissuing, or
terminating this permit or to determine compliance with this permit. The Permittee shall also furnish to the
Permit Issuing Authority upon request, copies of records required by this permit [40 CFR 122.41 (h)].
9. Duty to Reapply
If the Permittee wishes to continue an activity regulated by this permit after the expiration date of this permit, the
Permittee must apply for and obtain a new permit [40 CFR 122.41 (b)].
10. Expiration of Permit
The Permittee is not authorized to discharge after the expiration date. In order to receive automatic
authorization to discharge beyond the expiration date, the Permittee shall submit such information, forms, and
fees as are required by the agency authorized to issue permits no later than 180 days prior to the expiration date.
Any Permittee that has not requested renewal at least 180 days prior to expiration, or any Permittee that does not
have a permit after the expiration and has not requested renewal at least 180 days prior to expiration, will subject
the Permittee to enforcement procedures as provided in NCGS 143-215.6 and 33 USC 1251 et. seq.
11. Signatory Requirements
All applications, reports, or information submitted to the Permit Issuing Authority shall be signed and certified
[40 CFR 122.41 (k)].
a. All permit applications shall be signed as follows:
(1) For a corporation: by a responsible corporate officer. For the purpose of this Section, a responsible
corporate officer means: (a) a president, secretary, treasurer or vice president of the corporation in'
charge of a principal business function, or any other person who performs similar policy or decision
making functions for the corporation, or (b) the manager of one or more manufacturing, production, or
operating facilities, provided, the manager is authorized to make management decisions which govern the
operation of the regulated facility including having the explicit or implicit duty of making major capital
investment recommendations, and initiating and directing other comprehensive measures to assure long
term environmental compliance with environmental laws and regulations; the manager can ensure that
the necessary systems are established or actions taken to gather complete and accurate information for
permit application requirements; and where authority to sign documents has been assigned or delegated
to the manager in accordance with corporate procedures .
(2) For a partnership or sole proprietorship: by a general partner or the proprietor, respectively; or
(3) For a municipality, State, Federal, or other public agency: by either a principal executive officer. or
ranking elected official [40 CFR 122.22].
b.. All reports required by the permit and other information requested by the Permit Issuing Authority shall be
signed by a person described in paragraph a. above or by a duly authorized representative of that person. A
person is a duly authorized representative only if
1. The authorization is made in writing by a person described above;
2. The authorization specified either an individual or a position having responsibility for the overall
operation of the regulated facility or activity, such as the position of plant manager, operator of a well or
well field, superintendent, a position of equivalent responsibility, or an individual or position having
overall responsibility for environmental matters for the company. (A duly authorized representative may
thus be either a named individual or any individual occupying a named position.); and
3. The written authorization is submitted to the Permit Issuing Authority [40 CFR 122.221
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c. Changes to authorization: If an authorization under paragraph (b) of this section is no longer accurate
because a different individual or position has responsibility for the overall operation of the facility, a new
authorization satisfying the requirements of paragraph (b) of this section must be submitted to the Director
prior to or together with any reports, information, or applications to be signed by an authorized
representative [40 CFR 122.22]
d. Certification. Any person signing a document under paragraphs a. or b. of this section shall make the
following certification [40 CFR 122.22]:
°I certify, under penalty of law, that this document and all attachments were prepared under my direction or
supervision in accordance with a system designed to assure that qualified personnel properly gather and evaluate
the information submitted. Based on my inquiry of the person or persons who manage the system, or those persons
directly responsible for gathering the information, the information submitted is, to the best of my knowledge and
belief, true, accurate, and complete. I am aware that there are significant penalties for submitting false information,
including the possibility of fines and imprisonment for knowing violations."
12. Permit Actions
This permit may be modified, revoked and reissued, or terminated for cause. The filing of a request by the
Permittee for a permit modification, revocation and reissuance, or termination, or a notification of planned
changes or anticipated noncompliance does not stay any permit condition [40 CFR 122.41 (0].
13: Permit Modification. Revocation and Reissuance or Termination
The issuance of this permit does not prohibit the permit issuing authority from reopening and modifying the
permit, revoking and reissuing the permit, or terminating the permit as allowed by the laws, rules, and regulations
contained in Title 40, Code of Federal Regulations, Parts 122 and 123; Title 15A of the North Carolina
Administrative Code, Subchapter 2H .0100; and North Carolina General Statute 143-215.1 et. al.
14. Annual Administering and Compliance Monitoring Fee Requirements
The Permittee must pay the annual administering and compliance monitoring fee within thirty days after being
billed by the Division. Failure to pay the fee in a timely manner in accordance with 15A NCAC 2H.0105 (b) (4)
may cause this Division to initiate action to revoke the permit.
Section C. Operation and. Maintenance of Pollution Controls
1. Certified Operator
Upon classification of the permitted facility by the Certification Commission, the Permittee shall employ a
certified water pollution control treatment system operator in responsible charge (ORC) of the water pollution
control treatment system. Such operator must hold a certification of the grade equivalent to or greater than the
classification assigned to the water pollution control treatment system by the Certification Commission. The
Permittee must also employ one or more certified Back-up .ORCs who possess a currently valid certificate of the
type of the system. Back-up ORCs must possess a grade equal to (or no more than one grade less than) the grade
of the system [15A NCAC 8G.02011.
The ORC of each Class I facility must:
➢ Visit the facility at least weekly
➢ Comply with all other ,conditions of 15A NCAC 8G.0204.
The ORC of each Class II, III and IV facility must:
➢ Visit the facility at least daily, excluding weekends and holidays
➢ Properly manage and document daily operation and maintenance of the facility
➢ Comply with all other conditions of 15A NCAC 8G.0204.
Once the facility is classified, the Permittee shall submit a letter to the Certification Commission designating the
operator in responsible charge:
a. Within 60 calendar days prior to wastewater being introduced into a new system
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b. Within 120 calendar days of:
➢ Receiving notification of a change in the classification of the system requiring the designation of a
new ORC and back-up ORC
➢ A vacancy in the position of ORC or back-up ORC.
2. Proper Operation and Maintenance
The Permittee shall at all times provide the operation and maintenance resources necessary to operate the existing
facilities at optimum efficiency. The Permittee shall at all times properly operate and maintain all facilities and
systems of treatment and control (and related appurtenances) which are installed or used by the Permittee to
achieve compliance with the conditions of this permit. Proper operation and maintenance also includes adequate
laboratory controls and appropriate quality assurance procedures. This provision requires the Permittee to install
and operate backup or auxiliary facilities only when necessary to achieve compliance with the conditions of the
permit [40 CFR 122.41 (e)].
3. Need to Halt or Reduce not a Defense
It shall not be a defense for a Permittee in an enforcement action that it would have been necessary to halt or
reduce the permitted activity in order to maintain compliance with the condition of this permit [40 CFR 122.41
(c)]-
4. Bypassing of Treatment Facilities
a. Bypass not exceeding limitations [40 CFR 122.41 (m) (2)]
The Permittee may allow any bypass to occur which does not cause effluent. limitations to be exceeded, but
only if it also is for essential maintenance to assure efficient operation. These bypasses are not subject to the
provisions of Paragraphs b. and c. of this section.
b. Notice [40 CFR 122.41 (m), (3)]
(1) Anticipated bypass. If the Permittee knows in advance of the need for a bypass, it shall submit prior
notice, if possible at least ten days before the date of the bypass; including an evaluation of the
anticipated quality and effect of the bypass.
(2) Unanticipated bypass. The Permittee shall submit notice of an unanticipated bypass as required in Part
II. E. 6. (24-hour notice). -
c. Prohibition of Bypass
(1) Bypass from the treatment facility is prohibited and the Permit Issuing Authority may take enforcement
action against a Permittee for bypass, unless:
(A) Bypass was unavoidable to prevent loss of life, personal injury or severe property damage;
(B) There were no feasible alternatives to the bypass, such as the.use of auxiliary treatment facilities,
retention of untreated wastes or maintenance during normal periods of equipment downtime. This
condition is not satisfied if adequate backup equipment should have been installed in the exercise of
reasonable engineering judgment to prevent a bypass which occurred during normal periods of
equipment downtime or preventive maintenance; and
(C) The Permittee submitted notices as required under Paragraph b. of this. section.
(2) Bypass from the collection system is prohibited and the Permit Issuing Authority may take enforcement
action against a Permittee for a bypass as provided in any current or future system -wide collection system
permit associated with the treatment facility.
(3) The Permit Issuing Authority may approve an anticipated bypass, after considering its adverse effects, if
the Permit Issuing.Authority determines that it will meet the three conditions listed above in Paragraph c.
0) of this section.
5. U sets
a. Effect of an upset [40 CFR 122.41 (n) (2)]: An upset constitutes an affirmative defense to an action
brought for noncompliance with such technology based permit effluent limitations if the requirements of
paragraph b. of this condition are met. No determination made during administrative review of claims that
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noncompliance was caused by upset, and before an action for noncompliance, is final administrative action
subject to judicial review.
b. Conditions necessary for a demonstration of upset: A Permittee who wishes to establish the
affirmative defense of upset shall demonstrate, through properly signed, contemporaneous operating logs, or
other relevant evidence that:
(1) An upset occurred and that the Permittee can identify the cause(s) of the upset;
(2) The Permittee facility was at the time being properly operated; and
(3) The Permittee submitted notice of the upset as required in Part II. E. 6. (b) (B) of this permit.
(4) The Permittee complied with any remedial measures required under Part II. B. 2. of this permit.
d. Burden of proof [40 CFR 122.41 (n) (4)]: The Permittee seeking to establish the occurrence of an
upset has the burden of proof in any enforcement proceeding.
6. Removed Substances
Solids, sludges, filter backwash, or other pollutants removed in the course of treatment or control of wastewaters
shall be utilized/disposed of in accordance with NCGS 143-215.1 and in a manner such as to prevent any pollutant
from such materials from entering waters of the State or navigable waters of the United States. The Permitter
shall comply with all existing Federal regulations governing the disposal of sewage sludge. Upon promulgation of
40 CFR Part 503, any permit issued by the Permit Issuing Authority for the utilization/disposal of sludge may be
reopened and modified, or revoked and reissued, to incorporate applicable requirements at 40 CFR 503. The
Permittee shall comply with applicable 40 CFR 503 Standards for the Use and Disposal of Sewage Sludge (when
promulgated) within the time provided in the regulation, even if the permit is not modified to incorporate the
requirement. The Permittee shall notify. the Permit Issuing Authority .of any significant change in its sludge use
or disposal practices.
7. Power Failures
The Permittee is responsible for maintaining adequate safeguards (as required by 15A NCAC 2H.0124 —
Reliability) to prevent the discharge of untreated or inadequately treated wastes during electrical power failures
either by means of alternate power sources, standby generators or retention of inadequately treated effluent.
Section D. Monitoring and Records
1. Representative Sampling
Samples collected and measurements taken, as required herein, shall be characteristic of the volume and nature of
the permitted discharge. Samples collected at a frequency less than daily shall be taken on a day and time that is
characteristic of the discharge over the entire period the sample represents. All samples shall be taken at the
monitoring points specified in this permit and, unless otherwise specified, before the effluent joins or is diluted
by any other wastestream, body of water, or substance. Monitoring points shall not be changed without
notification to and the approval of the Permit Issuing Authority [40 CFR 122.41 (j)].
2. Reporting
Monitoring results obtained during the previous month(s) shall be summarized for each month and reported on a
monthly Discharge Monitoring Report (DMR) Form (MR 1, 1.1, 2, 3) or alternative forms approved by the
Director, postmarked no later than the 28th day following the completed reporting period.
The first DMR is due on the last day of the month following the issuance of the permit or in the case of a new
facility, on the last day of the month following the commencement of discharge. Duplicate signed copies of
these, and all other reports required herein, shall be submitted to the following address:
NC DENR / Division of Water Quality / Water Quality Section
ATTENTION: Central Files
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
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3. Flow Measurements
Appropriate flow measurement devices and methods consistent with accepted scientific practices shall be selected
and used to ensure the accuracy and reliability of measurements of the volume of monitored discharges. The
devices shall be installed, calibrated and maintained to ensure that the accuracy of the measurements is consistent
with the accepted capability of that type of device. Devices selected shall be capable of measuring flows with a
maximum deviation of less than.10%o from the true discharge rates throughout the range of expected discharge
volumes. Flow measurement devices shall be accurately calibrated at a minimum of once per year and maintained
to ensure that the accuracy of the measurements is consistent with the accepted capability of that type of device.
The Director shall approve the flow measurement device and monitoring location prior to installation.
Once -through condenser cooling water flow monitored by pump logs, or pump hour meters as specified in Part I
of this permit and based on the manufacturer's pump curves shall not be subject to this requirement.
4. Test Procedures
Test procedures for the analysis of pollutants shall conform to the EMC regulations (published pursuant to
NCGS 143-215.63 et. seq.), the Water and Air Quality Reporting Acts, and to regulations published pursuant to
Section 304W, 33 USC 1314, of the Federal Water Pollution Control Act (as Amended), and 40 CFR 136; or in
the case of sludge use or disposal, approved under 40 CFR 136, unless otherwise specified in 40 CFR 503, unless
other test procedures have been specified in this permit [40 CFR 122.411.
To meet the intent of the monitoring required by this permit, all test procedures must produce minimum
detection and reporting levels that are below the permit discharge requirements and all data generated must be
reported down to the minimum detection or lower reporting level of the procedure. If no approved methods are
determined capable of achieving minimum detection and reporting levels below permit discharge requirements,
then the most sensitive (method with the lowest possible detection and reporting level) approved method must
be used.
5. Penalties for Tampering
The Clean Water Act provides that any person who falsifies, tampers with, or knowingly renders inaccurate, any
monitoring device or method required to be maintained under this permit shall, upon conviction, be punished by
a fine of not more than $10,000 per violation, or by imprisonment for not more than two years per violation, or
by both. If a conviction of a person is for a violation committed after a first conviction of such person under this
paragraph, punishment is a fine of not more than $20,000 per day of violation, or by imprisonment of not more
than 4 years, or both [40 CFR 122.41].
6. Records Retention
Except for records of monitoring information required by this permit related to the Permittee's sewage sludge
use and disposal activities, which shall be retained for a period of at least five years (or longer as required by 40
CFR 503), the Permittee shall retain records of all monitoring information, including
➢ all calibration and maintenance records
➢ all original strip chart recordings for continuous monitoring instrumentation
➢ copies of all reports required by this permit
➢ copies of all data used to complete the application for this permit
These records or copies shall be maintained for a period of at least 3 years from the date of the sample,
measurement, report or application. This period may be extended by request of the Director at any time [40 CFR
122.41].
7. Recording_ Results
For each measurement or sample taken pursuant to the requirements of this permit, the Permittee shall record
the following information [40 CFR 122.41]:
a. The date, exact place, and time of sampling or measurements;
b. The individual(s) who performed the sampling or measurements; .
c. The date(s) analyses were performed;
d. The individual(s) who performed the analyses;
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e. The analytical techniques or methods used; and
f. The results of such analyses.
8. Inspection and Entq
The Permittee shall allow the Director, or an authorized representative (including an authorized contractor acting
as a representative of the Director), upon the presentation of credentials and other documents as may be required
bylaw, to;
a. Enter upon the Permittee's premises where a regulated facility or activity is located or conducted, or where
records must be kept under the conditions of this permit;
b. Have access to and copy, at reasonable times, any records that must be kept under the conditions of this
permit;
c. , Inspect at reasonable times any facilities, equipment (including monitoring and control equipment), practices,
or operations regulated or required under this permit; and
d. Sample or monitor at reasonable times, for the purposes of assuring permit compliance or as otherwise
authorized by the Clean Water Act, any substances or parameters at any location [40 CFR 122.41 (i)].
Section E Reporting Requirements
1. Change in Discharge
All discharges authorized herein shall be consistent with the terms and conditions of this permit. The discharge
of any pollutant identified in this permit more frequently than or at a level in excess of that authorized shall
constitute a violation of the permit.
2. Planned Changes
The Permittee shall give notice to the Director as soon as possible of any planned physical alterations or
additions to the permitted facility [40 CFR 122.410)]. Notice is required only when:
a. The alteration or addition to a permitted facility may meet one of the criteria for new sources at 40 CFR
122.29 (b); or
b. The alteration or addition could significantly change the nature or increase the quantity of pollutants
discharged. This notification applies to pollutants subject neither to effluent limitations in the permit, nor to
notification requirements under 40 CFR 122.42 (a) 0).
c. The alteration or addition results in a significant change in the Permittee's sludge use or disposal practices,
and, such alternation, addition or change may justify the application of permit conditions that are different
from or absent in the existing permit, including notification of additional use or disposal sites not reported
during the permit application process or not reported pursuant to an approved land application plan.
3. Anticipated Noncompliance
The Permittee shall give advance notice to 'the Director of any planned changes to the permitted facility or other
activities that might result in noncompliance with the permit [40 CFR 122.41 0) (2)].
4. Transfers
This permit is not transferable to any person except after notice to the Director. The Director may require
modification or revocation and reissuance of the permit to document the change of ownership. Any such action
may incorporate other requirements as may be necessary under the Clean Water Act [40 CFR 122.41 (1) (3)].
5. Monitoring Reports
Monitoring results shall be reported at the intervals specified elsewhere in this permit [40 CFR 122.410) (4)].
a. Monitoring results must be reported on a Discharge Monitoring Report (DMR) (See Part II. D. 2) or forms
provided by the Director for reporting results of monitoring of sludge use or disposal practices.
b. If the Permittee monitors any pollutant more frequently than required by this permit, the results of such
monitoring shall be included in the calculation and reporting of the data submitted on the DMR.
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Twenty-four hIour Reporting
a. The Permittee shall report to the Director or the appropriate Regional Office any noncompliance that
potentially threatens public health or the environment. Any information shall be provided orally within 24
hours from the time the Permittee became aware of the circumstances. A written submission shall also be
provided within 5 days of the time the Permittee becomes aware of the circumstances. The written
submission shall contain a description of the noncompliance, and its cause; the period of noncompliance,
including exact dates and times, and if the noncompliance has not been corrected, the anticipated time it is
expected to continue; and steps taken or planned to reduce, eliminate, and prevent reoccurrence of the
noncompliance [40 CFR 122.410) (6)].
b. The Director may waive the written report on a case -by -case basis for reports under this section if the oral
report has been received within 24 hours.
c. Occurrences outside normal business hours may also be reported to the Division's Emergency Response
personnel at [phone], [phone] or [phone].
7. Other Noncompliance
The Permittee shall report all instances of noncompliance not reported -under Part II. E. 5 and 6. of this permit at
the time monitoring reports are submitted. The reports shall contain the information listed in Part II. E. 6. of
this permit [40 CFR 122.41 0) (7)].
8. Other Information
Where the Permittee becomes aware that it failed to submit any relevant facts in a permit application, or
submitted incorrect information in a permit application or in any report to the Director, it shall promptly submit
such facts or information [40 CFR 122.410) (8)].
9. Noncompliance Notification
The Permittee shall report by telephone to either the central office or the appropriate regional office of the
Division as soon as possible, but in no case more than 24 hours or on the next working day following the
occurrence or first knowledge of the occurrence of any of the following
a. Any occurrence at the water pollution control facility which results in the discharge of significant amounts of
wastes which are abnormal in quantity or characteristic, such as the dumping of the contents of a sludge
digester; the known passage of a slug of hazardous substance through the facility; or any' other unusual
circumstances.
b. Any process unit failure, due to known or unknown reasons, that render the facility incapable of adequate
wastewater treatment such as mechanical or electrical failures of pumps, aerators, compressors, etc.
c. Any failure of a pumping station, sewer line, or treatment facility resulting in a by-pass directly to receiving
waters without treatment of all or any portion of the influent to such station or facility.
Persons reporting such occurrences by telephone shall also file a written report within 5 days following first
knowledge of the occurrence.
10. Availability of Reports
Except for data determined to be confidential under NCGS 143-215.3 (a)(2) or Section 308 of the Federal Act, 33
USC 1318, all reports prepared in accordance with the terms shall be available for public inspection at the offices
of the Division of Water Quality. As required by the Act, effluent data shall not be considered confidential.
Knowingly making any false statement on any such report may result in the imposition of criminal penalties as
provided for in NCGS 143-215.1(b)(2) or in Section 309 of the Federal Act.
11. Penalties for Falsification of Reports
The Clean Water Act provides that any person who knowingly makes any false statement, representation, or
certification in any record or other document submitted or required to be maintained under this permit, including
monitoring reports or reports of compliance or noncompliance shall, upon conviction, be punished by a fine of
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NPDES Permit Requirements
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not more than $25,000 per violation, or by imprisonment for not more than two years per violation, or by both
[40 CFR 122.41].
12. Annual Performance Reports
Permittees who own or operate facilities that collect or treat municipal or domestic waste shall provide an annual
report to the Permit Issuing Authority and to the users/customers served by the Permittee (NCGS 143-215.1C).
The report shall summarize the performance of the collection or treatment system, as well as the extent to which
the facility was compliant with applicable Federal or State laws, regulations and rules pertaining to water quality.
The report shall be provided no later than sixty days after the end of the calendar or fiscal year, depending upon
which annual period is used for evaluation.
PART III
OTHER REQUIREMENTS
Section A. Construction
The Permittee shall not commence construction of wastewater treatment facilities, nor add to the planes treatment
capacity, nor change the treatment process(es) utilized at the treatment plant unless the Division has issued an
Authorization to Construct (Atq permit. Issuance of an AtC will not occur until Final Plans and Specifications for
the proposed construction have been submitted by the Permittee and approved by the Division.
Section B. Groundwater Monitoring
The Permittee shall, upon written notice from the Director of the Division of Water Quality, conduct groundwater
monitoring as may be required to determine the compliance of this NPDES permitted facility with the current
groundwater standards.
Section C. Changes in Discharges of Toxic Substances
The Permittee shall notify the Permit Issuing Authority as soon as it knows or has reason to believe (40 CFR 122.42):
a. That any activity has occurred or will occur which would result in the discharge, on a routine or frequent
basis, of any toxic pollutant which is not limited in the permit, if that discharge will exceed the highest of the
following "notification levels";
(1) One hundred micrograms per liter 000 µg/L);
(2) Two hundred micrograms per liter (200 µg/L) for acrolein and acrylonitrile; five hundred micrograms
per liter (500 µg/L) for 2.4-dinitrophenol and for 2-methyl-4.6-dinitrophenol; and one milligram per liter
0 mg/L) for antimony;
(3) Five times the maximum concentration value reported for that pollutant in the permit application.
b. That any activity has occurred or will occur which would result in any discharge, on a non -routine -or
infrequent basis, of a toxic pollutant which is not limited in the permit, if that discharge will exceed the
highest of the following "notification levels'
0) Five hundred micrograms per liter (500 µg/L);
(2) One milligram per liter 0 mg/L) for antimony; —"
(3) Ten times the maximum concentration value reported for that pollutant in the permit application.
Section D. Evaluation of Wastewater Discharge Alternatives
The Permittee shall evaluate all wastewater disposal alternatives and pursue the most environmentally sound
alternative of the reasonably cost effective alternatives. If the facility is in substantial non-compliance with the terms
and conditions of the NPDES permit or governing rules, regulations or laws, the Permittee shall submit a report in
such form and detail as required by the Division evaluating these alternatives and a plan of action within 60 days of
notification by the Division.
Section E. Facility Closure Requirements
The Permittee must notify the Division at least 90 days prior to the closure of any wastewater treatment system
covered by this permit. The Division may require specific measures during deactivation of the system to prevent
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adverse impacts to waters of the State. This permit cannot be rescinded while any activities requiring this permit
continue at the permitted facility.
PART IV
SPECIAL CONDITIONS FOR MUNCIPAL FACILITIES
Section A Publicly Owned Treatment Works (POTWsI
All POTWs must provide adequate notice to the Director of the following.
1. Any new introduction of pollutants into the POTW from an indirect discharger which would be subject to
section 301' or 306 of CWA if it were directly discharging those pollutants; and
2. Any substantial change in the volume or character of pollutants being introduced by an indirect discharger
as influent to that POTW at the time of issuance of the permit.
3. For purposes of this paragraph, adequate notice shall include information on (1) the quality and quantity of
effluent introduced into the POTW, and (2) any anticipated impact of the change on the quantity or quality
of effluent to be discharged from the POTW.
Section B. Municipal Control of Pollutants from Industrial Users.
Effluent limitations are listed in Part I of this permit. Other pollutants attributable to inputs from
industries using the municipal system may be present in the Permittee's discharge. At such time as
sufficient information becomes available to establish limitations for such pollutants, this permit may be
revised to specify effluent limitations for any or all of such other pollutants in accordance with best
practicable technology or water quality standards.
2. Under no circumstances shall the Permittee allow introduction of the following wastes in the waste
treatment system:
a. Pollutants which create a fire or explosion hazard in the POTW, including, but not limited to,
wastestreams with a closed cup flashpoint of less than 140 degrees Fahrenheit or 60 degrees
Centigrade using the test methods specified in 40 CFR 261.21;
b. Pollutants which will cause corrosive structural damage to the POTW, but in no case Discharges
with pH lower than 5.0, unless the works is specifically designed to accommodate such Discharges;
C. Solid or viscous pollutants in amounts which will cause obstruction to the flow in the POTW
resulting in Interference;
d. Any pollutant, including oxygen demanding pollutants (BOD, etc.) released in a Discharge at a flow
rate and/or pollutant concentration which will cause Interference with the POTW;
e. Heat in amounts which will inhibit biological activity in the POTW resulting in Interference, but in
no case heat in such quantities that the temperature at the POTW 'Treatment Plant exceeds 40'C
(104°F) unless the Division, upon request of the POTW, approves alternate temperature limits;
f. Petroleum oil, nonbiodegradable cutting oil, or products of mineral oil origin in amounts that will
cause interference or pass through;
g. Pollutants which result in the presence of toxic gases, vapors, or fumes within the POTW in a
quantity that may cause acute worker health and safety problems;
h. Any trucked or hauled pollutants, except at discharge points designated by the POTW.
3. With regard to the effluent requirements listed in Part I of this permit, it may be necessary for the
Permittee to supplement the requirements of the Federal Pretreatment Standards (40 CFR, Part 403) to
ensure compliance by the Permittee with all applicable effluent limitations. Such actions by the Permittee
may be necessary regarding some or all of the industries discharging to the municipal system.
4. The Permittee shall require any industrial discharges sending influent to the permitted system to meet
Federal Pretreatment Standards promulgated in response to Section 307(b) of the Act. Prior to accepting
wastewater from any significant industrial user, the Permittee shall either develop and submit to the
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NPDES Permit Requirements
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Division a Pretreatment Program for approval per 15A NCAC 2H .0907(a) or modify an existing
Pretreatment Program per 15A NCAC 2H .0907(b).
5. This permit shall be modified, or alternatively, revoked and reissued, to incorporate or modify an approved
POTW Pretreatment Program or to include a compliance schedule for the development of a POTW
Pretreatment Program as required under Section 402(b)(8) of the Clean Water Act and implementing
regulations or by the requirements of the approved State pretreatment program, as appropriate.
Section C. Pretreatment Programs
Under authority of sections 307(b) and (c) and 402(b)(8) of the Clean Water Act and implementing regulations 40
CFR Part 403, North Carolina General Statute 143-215.3 (14) and implementing regulations 15A NCAC 2H
.0900, and in accordance with the approved pretreatment program, all provisions and regulations contained and
referenced in the Pretreatment Program Submittal are an enforceable part of this permit.
The Permittee shall operate its approved pretreatment program in accordance with Section 402(b)(8) of the Clean
Water Act, the Federal Pretreatment Regulations 40 CFR Part 403, the State Pretreatment Regulations 15A
NCAC 2H .0900, and the legal authorities, policies, procedures, and financial provisions contained in its
pretreatment program submission and Division approved modifications there of. Such operation shall include
but is not limited to the implementation of the following conditions and requirements:
1. Sewer Use Ordinance (SUO�
The Permittee shall maintain adequate legal authority to implement its approved pretreatment program.
2. Industrial Waste Survey (IWS)
The Permittee shall update its Industrial Waste Survey (IWS) to include all users of the sewer collection
system at least once every five years.
3. Monitoring Plan
The Permittee shall implement a Division approved Monitoring Plan for the collection of facility specific
data to be used in a wastewater treatment plant Headworks Analysis (HWA) for the development of
specific pretreatment local limits. Effluent data from the Plan shall be reported on the DMRs (as required
by Part II, Section D, and Section E.5.).
4. Headworks Analysis A) and Local Limits
The Permittee shall obtain Division approval of a Headworks Analysis (HWA) at least once every five
years, and as required by the Division. Within 180 days of the effective date of this permit (or any
subsequent permit modification) the Permittee shall submit to the Division a written technical evaluation
of the need to revise local limits (i.e., an updated HWA or documentation of why one is not needed) [40
CFR 122.42]. The Permittee shall develop, in accordance with 40 CFR 403.5(c) and 15A NCAC 2H -.0909,
specific Local Limits to implement the prohibitions listed in 40 CFR 403.5(a) and (b) and 15A NCAC 2H
.0909.
5. Industrial User Pretreatment Permits aim & Allocation Tables
In accordance with NCGS 143-215.1, the Permittee shall issue to all significant industrial users, permits for
operation of pretreatment equipment and discharge to the Permittee's treatment works. These permits
shall contain limitations, sampling protocols, reporting requirements, appropriate standard and special
conditions, and compliance schedules as necessary for the installation of treatment and control
technologies to assure that their wastewater discharge will meet all applicable pretreatment standards and
requirements. The Permittee shall maintain a current Allocation Table (AT) which summarizes the results
of the Headworks Analysis (HWA) and the limits from all Industrial User Pretreatment Permits Mil?).
Permitted IUP loadings for each parameter cannot exceed the treatment capacity of the POTW as
determined by the HWA.
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Authorization to Construct (A to C,)
The Permittee shall ensure that an Authorization to Construct permit (AtC) is issued to all applicable
industrial. users for the construction or modification of any pretreatment facility. Prior to the issuance of
an AtC, the proposed pretreatment facility and treatment process must be evaluated for its capacity to
comply with all Industrial User Pretreatment Permit (IUP) limitations.
7. POTW Inspection & Monitoring of their SIUs
The Permittee shall conduct inspection, surveillance, and monitoring activities as described in its Division
approved pretreatment program in order to determine, independent of information supplied by industrial
users, compliance with applicable pretreatment standards. The Permittee must:
a. Inspect all Significant Industrial Users (SIUs) at least once per calendar year; and
b. Sample all Significant Industrial Users (SIUs) at least twice per calendar year for all permit -
limited pollutants, once during the period from January 1 through June 30 and once during the
period from July 1 through December 31, except for organic compounds which shall be sampled
once per calendar year;
8. SIU Self Monitoring and Reporting
The Permittee shall require all industrial users to comply with the applicable monitoring and reporting
requirements outlined in the Division approved pretreatment program, the industry's pretreatment permit,
or in 15A NCAC 2H .0908.
9. Enforcement Response Plan (ERP)
The Permittee shall enforce and obtain appropriate remedies for violations of all pretreatment standards
promulgated pursuant to section 307(b) and (c) of the Clean Water Act (40 CFR 405 et. seq.), prohibitive
discharge standards as set forth in 40 CFR 403.5 and 15A NCAC 2H .0909, and specific local limitations.
All enforcement actions shall be consistent with the Enforcement Response Plan (ERP) approved by the
Division.
10. Pretreatment Annual Reports , AR)
The Permittee shall report to the Division in accordance with 15A NCAC 2H .0908. In lieu of submitting
annual reports, Modified Pretreatment Programs developed under 15A NCAC 2H .0904 (b) may be
required to meet with Division personnel periodically to discuss enforcement of pretreatment requirements
and other pretreatment implementation issues. "
For all other active pretreatment programs, the Permittee shall submit two copies of a Pretreatment Annual
Report (PAR) describing its pretreatment activities over the previous twelve months to the Division at the
following address:
NC DENR / DWQ / Pretreatment'Unit
1617 Mail Service Center
Raleigh, NC 27699-1617
These reports shall be submitted according to a schedule established by the Director and shall contain the
following
a.) Narrative
A brief discussion of reasons for, status of, and actions taken for all Significant Industrial
Users (SIUs) in Significant Non -Compliance (SNC);
b.) Pretreatment Progmm Summary POPS)
A pretreatment program summary (PPS) on specific forms approved by the Division;
c.) Significant Non -Compliance Report (SNCR)
The nature of the violations and the actions taken or proposed to correct the violations on
specific forms approved by. the Division;
d.) Industrial Data Summary Forms = SE)
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Monitoring data from samples collected by both the POTW and the Significant Industrial
User (SIU). These analytical results must be reported on Industrial Data Summary Forms
(IDSF) or other specific format approved by the Division;
e.) Other Information
Copies of the POTW's allocation table, new or modified enforcement compliance schedules,
public notice of SIUs in SNC, and any other information, upon request, which in the
opinion of the Director is needed to determine compliance with the pretreatment
implementation requirements of this permit;
11. Public Notice
The Permittee shall publish annually a list of Significant Industrial Users (SIUs) that were in Significant
Non -Compliance. (SNC) as defined in the Permittee's Division approved Sewer Use Ordinance with
applicable pretreatment requirements and standards during the previous twelve month period. This list
shall be published within four months of the applicable twelve-month period.
12. Record Keeping
The Permittee shall retain for a minimum of three years records of monitoring activities and results, along
with support information including general records, water quality records, and records of industrial impact
on the POTW.
13. Funding and Financial Report
The Permittee shall maintain adequate funding and staffing levels to accomplish the objectives of its
approved pretreatment program.
14. Modification to Pretreatment Programs
Modifications to the approved pretreatment program including but not limited to local limits
modifications, POTW monitoring of their Significant Industrial Users (SIUs), and Monitoring Plan
modifications, shall be considered a permit modification and shall be governed by 15 NCA.0 2H .0114 and
15A NCAC 2H .0907..
Version 612012003

State of North Carolina
Department of Environment •
•
and Natural Resources
Division of Water QualitydM
James B. Hunt, Jr., Governor NCDENR
Bill Holman, Secretary NORTH CAROLINA DEPARTMENT OF
Kerr T. Stevens, Director ENVIRONMENT AND NATURAL RESOURCES
February 18, 2000
Mr. David Robinson
Junaluska Highlands, Inc. FEB 2 2 2000
80 Breckenridge Road
Waynesville, North Carolina 28786 ec ER UALITY SECT10��
Subject: NPDES Permit modification request
Permit NCO086843
Junaluska Highlands Water Supply
Haywood County
Dear Mr. Robinson:
The Division received your permit application and fee of $715.00 (paid by check # 4123) on February 7,
2000. Please note that requests for Authorizations to Construct cannot be reviewed until a facility has received
its NPDES permit. The plans and specifications submitted by your authorized representative (MacConnell &
Associates) will be reviewed after the permit is issued, unless circumstances arise which prevent issuance of the
permit.
Mark McIntire of the NPDES Unit staff will review this permit application. Mr. McIntire will contact
you if further information is needed to complete the permit. Please note that the NPDES Unit has had several
vacant positions for over a year. Our remaining permit writers are currently carrying much heavier workloads
than normal. While we do not expect severe delays in handling your application, be aware that yours is one
among many that our remaining staff must review.
If you have any additional questions concerning the subject application, please contact Mr. McIntire at
[phone], extension 553.
Sincerely,
Charles H. Weaver, Jr.
NPDES Unit
cc: Central Files
¢tllsti,ulle etoc"I[O>ce. .,aterQualittTS.eetsonit
NPDES File
Gary S. MacConnell / MacConnell & Associates
1617 Mail Service Center, Raleigh, North Carolina 27699-1617 919 733-5083, extension 511 (fax) 919 733-0719
VISIT US ON THE INTERNET @ http://h2o.enr.state.nc.us/NPDES [e-mail]

P.O. Box 628
Waynesville, NC 28786
828-456-6712
M ASSOUTArr:S, Y.C.
David Robinson
Junaluska Highlands Water Supply System
Backwash Water Discharge - Alternatives �
Waynesville (Haywood County), NC 21
Project No.: B 11303.00
By
MacConnell & Associates, P.C.
P.O. Box 628
Waynesville, NC 28786
828/456-6712
290 N. Haywood Square
Waynesville, NC 28786
Fax [phone]
E-Mail: [e-mail]
Introduction: A water supply system is being permitted concurrently for the Junaluska
Highlands development. The proposed water supply system will be a community system which
serves the proposed development. Manganese dioxide filters are to be used to remove the high
concentration (1.7 ppm) of iron. These filters are to be backwashed daily. The required
backwash will result in a wastewater that has iron (ferrous and ferric) oxide (rust) and possibly
some chlorine residual. The chorine residual will be low as 70-80% of the chlorine will be
removed from the manganese dioxide filters during backwashing. Backwashing of the filters will
result in approximately 400 gallons per day of water which must be treated and or disposed.
Four options are considered for treatment and disposal: 1) Pump to Existing WWTP, 2)
Spray/Drip Irrigation, 3) Septic Tank and Drainfield, and 4) Sand Filter with Discharge. These
four options are presented below.
1) Pump to Existing WWTP: The closest sewer system would be the Town of Waynesville
sewer system. This system is over two miles away, and it would require a pump station and
forcemain. This option does not make technical sense due to the great distance and relatively low
flows. Easement and right-of-way issues are also extensive. The cost of this alternative is
prohibitive.
Estimated Cost: >$200,000
MacConnell & Associates, P.C. 1

2) Spray/Drip Irrigation: Spray or drip irrigation offers two non -discharge alternatives. .
However, these options present significant technical concerns. The project is in a mountainous
area and spray irrigation is not recommended due to runoff concerns. The iron oxide in the
backwash would foul the dripper line emitters over time and this technology is not recommended.
If technological concerns were not significant the cost of this option would be significant with the
eguipment involved.
Estimated Cost: $40,000
3) Septic Tank and Drainfield: This option involves the release of backwash water to a
conventional septic tank. Because there will be no considerable organic matter in the water, little
or no biological decomposition will take place in the septic tank. Some settling of solids will
occur and the tank will essentially function to buffer the release of water to the drainfield. The
water will be released to a drainfield where the water will percolate into the ground. This is based
on proven technology. However, there is concern that the iron oxide will result in iron bacteria
that will build up in the drainfield and reduce the permeability of the drainfield. There would also
be an accumulation of iron in the drainfield, and because of the nature of this type of system, the
iron could not be easily removed. The concerns about this option were raised by Mr. Joe Pearce
of the NCDENR/DEH (919/7-15-3270).
Estimated Cost: $5,000
4) Sand Filter with Discharge: This option involves the release of backwash water to a sand
filter bed. The iron oxide will collect on the top of the bed and the treated water will collect in an-
underdrain prior to discharge. Any chlorine residual is expected to volatilize or dissipate prior to
the water entering the receiving stream. The iron oxide can be easily collected from the surface of
the bed and properly disposed. The treated water should have no harmful constituents.
Estimated Cost: $5,000
Recommendation: Of the four options, the septic tank and drainfield and sand filter with
discharge are equivalent based on cost. However, the sand filter with discharge is the preferred
method because the iron residual can be easily collected and disposed. The iron oxide residual has
the potential to make the drainfield less permeable which could result in a costly repair.
Therefore, the septic tank and drainfield option is not recommended. The manufacturer of the
manganese dioxide filters and Mr. Joe Pearce of NCDENR/DEH both recommend the sand filter
option.
MacConnell & Associates, P.C. 2

Junaluska Highlands HOA
228 Inverness Drive
Waynesville, NC 28785
January 31, 2005
Mr. Charles H. Weaver, Jr.
NCDENR/Water Quality/NPDES Unit
1617 Mail Service Center
Raleigh, NC 27699-1617
RE: Renewal NPDES permit application — permit number NCOO 86843
Dear Mr. Weaver:
Enclosed is our completed application for renewal of NPDES permit number NCOO
86843. The Junaluska Highlands development is in the process of being turned over to
its members. I am the president of the homeowners association and responsibility for the
water system, including the discharge of non -process wastewater (backwash).
There have been no changes to the facility since issuance of the last permit.
There has been no discharge from this facility ever observed.
Please feel free to contact me either by telephone or my email if you have any questions
or need additional information.
Sincerely,
Jack L Johnson
President
Junaluska Highlands Homeowners Association

�,J
NPDES PERMIT APPLICATION - SHORT FORM C-WTP
For discharges associated with conventional water treatment plants
N. C. Department of Environment and Natural Resources
Division of Water Quality / NPDES Unit
1617 Mail Service Center, Raleigh, NC 27699-1617
NPDES Permit Number INCOO
Please print or type
1. Contact Information:
Facility Name
Owner Name
Street Address
City
State / Zip Code
'Telephone Number
Fax Number
e-mail Address
Operator Name
Street Address
City
State / Zip Code
Telephone Number
w
t8) - 33a�.
c � —
kfn
2. Location of facility producing discharge:
Facility Name (If different from above) step
Street Address or State Road % 0 O gim- '411-01
_�A�
City / Zip Code r v P
County
3. Standard Industrial Classification (SIC) Codes: r S ,-e, <G�
4. Principal process(es):
5. Ownership Status:
Federal0 State 0 Private Public 0
6. Check here if discharge is continuous 1-1
If not continuous,
F quency o disch a during the c�
day: l I -- . t SUP✓ CJ � �' V Ldea,
Frequency of discharge/during the month (week): t�eve/' � ���1L'e
7. Number of separate discharge points:
8. Description of 3 nroe water( ) (i.e. grou water or surface water)

NPDES PERMIT APPLICATION - SHORT F(jmd C-WTP
For discharges associated with conventional water treatment plants
9. Name of receiving stream(s) (Provide of map of exact location of each ouuttfall, including latitude and
longitude: 0 ®o S .& V 't- P �'1
10. List all permits, construction approvals and/or applications (check all that apply and provide
permit numbers or check none if not applicable):
TyPe Permit Number
None
= UIC
®� NPDES N t ®� $ (�� L13
= PSD
_ . NESHAPS
Type Permit Number
[� Non -Attainment
= Ocean Dumping
=Dredge/Fill Permits
= RCRA
= Other
11. Is this facility located on Native American lands? (check one)
YES
NO �
12. Please list all water treatment additives, including cleaning chemicals, that have the
potential to be discharged.
13. For NEW water treatment plants, please submit all analyses of source water collected.
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.
Printe me of, son SI ing Title
innntiirP of Anorrant Date
North Carolina General Statute 143-215.6 (b)(2) provides that: 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

N
P.O. Box 3096
Cary, NC 27519
919-467-1239
June 30, 2002
Ms. Teresa Rodriquez
Environmental Engineer
NCDENR: DWQ-Non-Discharge Permitting Unit
1617 Mail Service Center
Raleigh, NC 27699-1617
Re: David Robinson
Junaluska Highlands, Inc.
Junaluska Highlands WTP
ATC No. 086843A01
NPDES Permit No.: NCO086843
Haywood County
Project No.: B11303.00
Dear Ms. Rodriquez:
F(} „ r)
,t)C d () 810�X,5 909 Aviation Parkway
Suite 1400
Morrisville, NC 27560
)NNELL
& ASSOCIATES, P.C.
Fax [phone]
This letter is in regard to Mr. Thorpe's Authorization to Construct Letter dated May 6, 2002.
Please find enclosed three copies of the Waste Management and Maintenance Plan, as requested.
We thank you for your assistance. If you have any questions please give me a call at
919/467-1239.
President
- cc: Ginny Golden, Junaluska Highlands

Junaluska Highlands, Inc.
Operations and Maintenance Manual
Wastewater Treatment System
for
Junaluska Highlands WTP
Junaluska Highlands, Inc.
Haywood County
ATC No. 086843A01
NPDES Permit No.: NC0086843
ProjectNo.: B11303.00
A. System Description
Junaluska Highlands is a residential development iri Haywood County, North Carolina. Ground
water is the source of water for the development. Water is pumped from a well (another well may
be added in the future) to a small treatment facility. Water is pumped through one of three green
sand pressurized filters for iron, hydrogen sulfide, and manganese removal. These filters each
hold a minimum of 2.5 cubic feet of media and have a minimum rated flow rate of 15 gallons per
minute. The filters remove up to 10 PPM of iron, up to 3 PPM of hydrogen sulfide, and up to 5
PPM of manganese. The media in each filter is black pyrolox (manganese dioxide) in granular
form with a particle size of between 8 and 20 mesh. The filter operates at a pH between 6.5 and
9.0. From the filters, the treated water then flows through a pipe where sodium hypo -chlorite
solution is injected. The chlorine treated water collects in a 1,000 gallon polypropylene staging
tank. The treated water is then pumped to a 25,000 gallon.;bolted steel tank which furnishes
water through out the development.
In order to maintain optimal filtration capacity, the filter must be periodically backwashed to
remove debris and collected filtered solids. Each filter is back washed at a minimum rate of 30
gallons per minute, per square foot of media. The filters are backwashed based on the pressure
differential across each filter, in the automatic mode. The filters may also be back washed in the
manual mode. The backwash time is between 3 and 4 minutes. Potassium Permagnate solution is
added to the backwash water by a dedicated metering pump to improve the effectiveness of the
backwash.
B. Waste Treatment
The backwash water contains some debris and inorganic solids. The solids are not considered a
threat to the environment as they include iron oxides and similar naturally occurring compounds.
The backwash water flows into a settling (septic) tank where iron oxide and other solid particles
may settle. The effluent from the septic tank flows by gravity to a sand filter, where unsettled
particles are removed from the flow by filtration. The treated effluent which flows through the
filter is then discharged to a drainage ditch which discharges into a nearby stream.
MacConnell & Associates, P.C. 1 of 2

Junaluska Highlands, Inc.
C. Operation and Maintenance
The waste treatment portion of the, system described above needs routine maintenance for proper
operation. Depending on the amount of solids in the backwash, the settling tank will accrue
settled solids which eventually will require their removal. It is estimated, however, that removal
of solids will be infrequent (ever 5 to 10 years or more). Routine inspections of the settling tank
will verify the amount of settled solids in the tank. Also, the sand filter will need periodic
maintenance to ensure proper filtration and functionality. Since the sand filter's effectiveness can
be easily monitored, inspection of the filter shall be regularly performed. For these reasons, an
operation and maintenance guide is necessary.
The Permittee is responsible for the operation and maintenance of the entire waste treatment and
disposal system., including, but not limited to, the following items:
I. General
The filters, pipes; and other parts of the system shall be inspected monthly for proper
functionality. Faulty components shall be replaced or repaired as needed.
U. Settling Tank
The settling tank shall be inspected quarterly for buildup and settled solids. Quarterly inspection
is sufficient due to the estimated low levels of sediment expected to build in the tank. The settled
solids shall be pumped out of the tank when there is a blanket of solids approximately 2 feet or
more.
III. Sand Filtet
The sand filter shall be inspected weekly for plant material, solids, biological activity, clogging
areas, puddles, and other observed surface situations that may hinder flow penetration. All plant
material (leaves, grasses, and other plants) shall be removed from the filter. Periodically rake the
sand (as needed) to improve the permeability of the filter. Should any portion of the filter become
clogged or otherwise impenetrable, replace that portion of the filter media with approved media.
ITT. Discharge Outlet
The discharge outlet shall be inspected monthly and after lawn maintenance activities in the
vicinity of discharge. It should be inspected for evidence of escaping solids, pipe damage, and
blocking of the flow with vegetation. If evidence of escaping solids exists, the system shall be
fully inspected to determine the source. Pipe damage should be repaired immediately. Vegetated
growth shall be removed around the pipe discharge.
MacConnell & Associates, F.C. 2 of 2

P.O. Box 3096
Cary, NC 27519
919-467-1239
MACCONNELL
& ASSOCIATES, P.C.
June 21, 2002
Mr. Forrest Westall
Water Quality Supervisor
Asheville Regional Office
Department of Environment and Natural Resources
1628 Mall Service Center
Asheville, NC 28801
Re: David Robinson
Junaluska Highlands, Inc.
Junaluska Highlands WTP
ATC No. 086843A01
NPDES Permit No.: NCO086843
Haywood County
ProjectNo.: B11303.00
Dear Mr. Westall:
At 17
909 Aviation Parkway
Suite 1400
Morrisville, NC 27560
Fax [phone]
Please find ;enclosed with ' this letter, a copy of the Engineer's Certification which has been
forwarded to the Non -Discharge Permitting Unit. This letter with certification serves notice that
the above referenced project is complete and ready for final inspection. This letter with
certification is also being sent by facsimile. If you have any questions please contact me at
919/467-1239. 1 thank you for your assistance.
Sincerely,
Gary S. MacConnell, P.E.
President
cc: Teresa Rodriquez, NCDENR
Gregory Thorpe, Ph.D, NCDENR
Ginny Golden, Junaluska Highlands .

Permit No. NC0086843
October 9, 2000
ENGINEER'S CERTIFICATION
Partial X Final
I, Gary S. MacConnell as a duly registered Professional Engineer in the State of North Carolina,
having been authorized to observe (periodically. weekly, full time) the construction of the project,
Junaluska Highlands WTI' Haywood County
Project Name Location and County
for the Permittee hereby state that, to the best of my abilities, due care and diligence was used in
the observation of the construction such that the construction was observed to be built within
substantial compliance and intent of this permit, the approved plans and specifications, and other
supporting materials. Exceptions to the approved plans are noted below.
1. Different type of sand than specified.
2. Minor layout modifications to accommodate site conditions.
Signa
Date
Registration No. 17069

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
May 6, 2002 `'
Mr. David Robinson
i
Junaluska Highlands Inc. --
SFcC�I�t`e ,
80 Breckenridge Road
Waynesville, North Carolina 28786
Subject: Authorization to Construct --
ATC No. 086843AOI
NPDES Permit No. NCO086843
Junaluska Highlands WTP
Haywood County
Dear Mr. Robinson:
The Division of Water Quality's NPDES Unit has reviewed your request for an Authorization to Construct at
the Junaluska Highlands WTP. This Authorization to Construct is being issued with the following conditions:
• The sampling and outfall locations shall be clearly identified. Additionally, the location of the
discharge in terms of latitude and longitude, down to the second i.e. deg/min/sec, shall be submitted to
the Division.
• Within 90 days of the issuance of this Authorization to Construct permit a Waste Management and
Maintenance Plan shall be prepared for the maintenance of the settling tank and sand filter. Periodic
cleanings and solids removal should be addressed. The plan shall be kept at the site and available upon
inspection.
• The Division is currently developing a permitting policy for discharges from water treatment systems.
When this policy is finalized your permit may be modified to include the requirements of the new
policy. Additionally, since the actual discharge location is a dry ditch and was not the location
originally specified in the NPDES permit, the facility may have to relocate the discharge to a location
with higher dilution. When the permit was issued it specified that an Authorization to Construct permit
should be obtained before construction of the treatment facility. As this requirement was not met, the
Division may take enforcement action if it is deemed appropriate.
This Authorization to Construct consist of the following components:
• ' Settling tank —1200 gal capacity concrete settling tank.
• Sand filter - 385 ft2 surface area, with 24 inch deep sand media.
This Authorization to Construct is issued in accordance with NPDES Permit No. NC0086843, issued October
9, 2000, and shall be subject to revocation unless the wastewater treatment facilities are constructed in
accordance with the terms and conditions of the permit.
The Permittee shall notify the Water Quality Supervisor of the Asheville Regional Office, telephone number
[phone], at least forty-eight (48) hours prior to operation of the installed facilities, so that an in -place
inspection can be made. Notification shall be made during the normal office hours of 8:00 a.m. until 5:00
p.m., Monday through Friday.
1617 Mail Service Center, Raleigh, North Carolina 27699-1617 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer Internet: http://h2o.enr.state.nc.ust

Junaluska Highlands, Inc.
NPDES Permit No. NCO086843
ATC No. 086843AOI
Page 2
Engineer's Certification
Upon completion of construction and prior to operation of the modified facility, the Permittee shall provide
the Division with a certification from a professional engineer registered in North Carolina certifying that the
permitted facility has been installed in accordance with the NPDES Permit, this Authorization to Construct,
and the approved plans and specifications. The Certification should be submitted to: NCDENR / DWQ,
NPDES Unit, 1617 Mail Service Center, Raleigh, North Carolina 27699-1617.
Requirements for Certified Operator
The Permittee shall employ a certified wastewater treatment plant operator to be in responsible charge (ORC)
of the wastewater treatment facilities. The operator must hold a certificate of the type and grade at least
equivalent to or greater than the classification assigned to the wastewater treatment facilities by the
Certification Commission. The Permittee must also employ a certified back-up operator of the appropriate
type and grade to comply with the conditions of Title 15A, Chapter 8G, .0200. The ORC of the facility must
visit each Class I facility at least weekly and each Class II, III, and X facility at least daily, excluding
weekends and holidays; and must properly manage and document daily operation and maintenance of the
facility and comply with all other conditions of Title 15A, Chapter 8G, .0200.
Additional Requirements
The Operational Agreement between the Permittee and the Environmental Management Commission is
incorporated herein by reference and is a condition of this Permit. Noncompliance with the terms of the
Operational Agreement shall subject the Permittee to all sanctions provided by G. S. 143-215.6 for violation
of or failure to act in accordance with the terms and conditions of this Permit.
Failure to abide by the requirements contained in this Authorization to Construct may subject the Permittee
to an enforcement action by the Division of Water Quality in accordance with North Carolina General Statute
143-215.6A to 143-215.6C.
The issuance of this Authorization to Construct does not preclude the Permittee from complying with any and
all statutes, rules, regulations, or ordinances which may be imposed by other government agencies (local,
state, and federal) which have jurisdiction.The Permittee shall maintain a copy of the approved plans and
specifications on file for the life of the facility. One (1) copy of the approved plans and specifications is
enclosed for your records.
If you have any questions about this Authorization to Construct, please contact Teresa Rodriguez, at (919)
733-5083, extension 595.
Sincerely,
;71--1
Gregory J. Thorpe, Ph.D
Ik Acting Director
Enclosures: Project Plans and Specifications (approved)
cc: 90hiill`r1zriorral 0R��a w al#v'
Technical Assistance and Certification Unit
Central Files
NPDES Unit Files
Mr. Gary MacConnell - MacConnell & Assocaites
P.O. Box 3696
Cary, North Carolina 27519

9
1
C
P.O. Box 3096
Cary, NC 27519
919-467-1239
N J11"L2001
Kerr T. Stevens
CDENR: Division of Water Quality
617 Mail Service Center
Raleigh, NC 27699-1617
Re: Mr. David Robinson
Junaluska Highlands, Inc.
Junaluska Highlands Water System
NCO086843
Haywood County
Dear Mr. Stevens:
Engineer's Certification
MAcCONNELL
& ASSOCIATES, P.C.
fj
2 U
001
Div OF
DIREC OR S OQUALITy
CE
909 Aviation Parkway
Suite 1400
Morrisville, NC 27560
Fax [phone]
I, Gary S. MacConnell, as a duly registered Professional Engineer in the State of North Carolina
having been authorized to observe periodically the construction of the Junaluska Hinglands Water
System project in Haywood County for the Permittee hereby state that, to the best of my abilities,
due care, and diligence was used in the observation of the construction such that the construction
was observed to be built within substantial compliance and intent of the approved plans and
specifications. Minor modifications to approved plans. included different type of sand and

Classification: Grade 2 Physical Chemical Svstem
Subject: Designation of ORC and Backup ORC for Physical / Chemical' w
Permit: NCO086843
Dear Mr. Robinson:
The Water Pollution Control System Operators Certification Commission adopted Rule 15A
NCAC 8G .0306, Classification of Physical. / Chemical Systems, effective April 1, 1999. In
order to insure the proper operation and maintenance of these systems, this Rule requires that.
all systems permitted for a physical / chemical process to treat wastewater be classified as
physical / chemical systems.
If the subject physical % chemical system consists of systems designed for (1) the remediation
of contaminated groundwater, or (2) that - utilizes a primarily physical process to treat
wastewaters, . (with the exception of reverse. osmosis, electrodialysis, . and utrafiltration
systems), then that system shall be classified as a Grade I -Physical./ Chemical Water Pollution
Control System. Rule 15A NCAC 8G .0306(a)
If the subject physical / chemical system consists of systems that utilizes a primarily chemical
process to treat wastewaters (including those systems whose treatment processes are
augmented physical processes), they shall be classified as a Grade 11 Physical / Chemical
Water Pollution Control System. Reverse osmosis; electrodialysis, and utrafiltration systems
shall also be classified as ra e 11 Physical / Chemical Water Pollution Control System. Rule
15A NCAC 8G .0306(b)
If the water pollution control system that has, as part of its treatment process, biological water
pollution control system that may be classified under Rule .0302, then that system shall be
subject to additional classification as a' biological water, pollution control system. Rule 15A,
NCAC 8G .0306(c)
Any water pollution control system subject to classification under Rule .0302 of this Section,
utilizing a physical / chemical process to enhance an activated sludge or fixed growth process,
shall not be subject to additional classification. Rule 15A NCAC 8G .0306(d)
1618 Mail Service Center, Raleigh, North Carolina 27699-1618 .
Phone: 919 — 733-0026 A FAX: 919 — 733-1338 ,
AN EQUAL, OPPORTUNITY I AFFIRMATIVE ACTION EMPLOYER - 50% RECYCLED / 10% POST CONSUMER PAPER

The Water Pollution Control System Operators Certification Commission hereby classifies
your system as a Grade 2 Physical Chemical Svstem. This classification is based on
information submitted in your application for a NPDES permit and/or based on _ the
information you provided in the physical chemical classification survey that you completed
during the months of April -May 2001.
As required by Rule 15A NCAC 8G .0202(2) and the subject permit, a certified Operator in
Responsible Charge (ORC) and back-up operator of the appropriate type must be
designated for each classified system. Your system requires an ORC and back-up
operator who hold valid physical / chemical operator certificates. Please complete and
return the enclosed designation form to this office by December 31, 2003. Failure to
designate a properly certified ORC and back-up operator is a violation of the permit issued
for this system.
In accordance with Rule 15A NCAC 8G .0406(b), individuals presently working at physical /
chemical water pollution control systems holding a valid Grade I, II, III, or IV wastewater
treatment plant operator certification, may apply for a conditional operators physical /
chemical certificate without examination. He or she may do so if, he or she has one year
experience and has successfully completed a training school sponsored or co -sponsored by the
Commission for Grade I or Grade 2 Physical / Chemical Water Pollution Control System
Operators. This conditional certification allows the bearer to act as the ORC or Backup
ORC of that System only. This conditional certification must be renewed .annually per
section .0700 of the rules. The Rules for this certification as well as others is found on the
DWQ/Technical Assistance and Certification Unit web page (http://h20.enr.state.nc.us/tacu/).
Plans are now being made to conduct the first physical chemical school in January 15-18,
2002 at the McKimmon Center in Raleigh. This school is co -sponsored by AWWA/WEA
and the NC Water Pollution Control System Operators Certification Commission. As soon as
arrangements for the school are finalized you will receive more information.
If we can be of assistance or you have any questions concerning this requirement, please call
James Pugh at 919-733-0026, ext. 341 or e-mail: [e-mail].
Sincerely,
J
Tony Arnold, Supervisor
Technical Assistance and Certification Unit
Enclosures
cc: WSRO
Central Files
TAC Facility Files