NCG550704_Regional Office Historical File 1993 to 2015

54,
ttCD

Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
Asheville Regional Office
SURFACE WATER PROTECTION
August 18, 2006El
Joseph Warren
Post Office Box 247
Etowah, North Carolina 28729
SUBJECT: Compliance Evaluation Inspection
Joseph B. Warren III - SFR
Permit No: NCG550704
Henderson County
Dear Mr. Warren:
Enclosed please find a copy of the Compliance Evaluation Inspection form from
the inspection conducted on August 14, 2006. Mr. Keith Haynes and I of the Asheville
Regional Office conducted the Compliance Evaluation Inspection. The facility was found
to be in Compliance with permit NCG550704.
Please refer to the enclosed inspection report for additional observations and
comments. If you have any questions, please call me at 828-296-4658.
Sincerely,
La Frost
nvironmental Engineer
Enclosure
cc: NPDES Unit
Central Files
�A`sh_ewi111__. a Files -
2090 U.S. Highway 70, Swannanoa, NC 28778 Telephone: [phone] Fax: [phone] Customer Service 1 877 623-6748
NorthCarolina
NVA 1111711 f

United States Environmental Protection Agency
Form Approved.
E P n Washington, D.C. 2046o
/'1
OMB No. 2040-0057
Water Compliance Inspection Report
Approval expires8-31-98
Section A: National Data System Coding (i.e., PCS)
Transaction Code NPDES yr/mo/day Inspection Type Inspector Fac Type
1 I NI 2 151 31 NCG550704 111 121 06/08/14 117 181 r 191 SI 20I
L�
Remarks
211IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII6
Inspection Work Days Facility Self -Monitoring Evaluation Rating 131 QA ---- --------------- ------ Reserved------------------
67I 169 70I I 711 I 72I N I 73IL1_I I 174 751 I I I I I I 180
J
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)
Joseph B. Warren III - SFR
1 1:30 AM 06/08/14
02/08/01
Exit Time/Date
Permit Expiration Date
2 Remington Trl
Horse Shoe NC 28742
11:45 AM 06/08/14
07/07/31
Name(s) of Onsite Representative (s)/Titles(s)/Phone and Fax Number(s)
Other Facility Data
Name, Address of Responsible Official/Title/Phone and Fax Number
Contacted
Joseph B Warren,PO Box 247 Etowah NC 28729///
Yes
Section C: Areas Evaluated During Inspection (Check only those areas evaluated)
Facility Site Review
Section D: Summary of Find in/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
Larry Frost eel" 4 ARO WQ//828-296-4500 Ext.4658/ 911 at/ /
Keith Haynes ARO WQ//828-296-4500/
.0 -,U66
Signature of Management Q A Reviewer Agency/Office/Phone and Fax Numbers Date
Roger C Edwards 4f� ARO WQ//B28-296-4500/ ! . X 1/9 6
EPA Form 3560-3 (Rev 9-94) Previous editions are obsolete.
Page # 1

NPDES yr/mo/day Inspection Type
NCG550704 I11 12I 06/08/14 I17 18'_r
Section D: Summary of Finding/Comments (Attach additional sheets of narrative and checklists as necessary)
Mr. Warren's facility appears to be operating well and is very well maintained. There were chlorine tablets in
the chlorinator.
It is recommended that you have your septic tank pumped every 3 or 4 years to protect your sand filter.
Page # 2

r
January 31, 2005
Joseph B. Warren, III
P.O. Box 247
Etowah, North Carolina 28729
Dear Mr. Warren:
Ifichael F_ Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
Subject: NPDES General Permit NCG550000
Certificate of Coverage NCG550704
Joseph B. Warren, III- Residence
Formerly Glenn Hollifield-SFR
Henderson County
Division personnel have reviewed and approved your request to transfer coverage under the General Permit,
received on December 13, 2004.
Please find enclosed the revised Certificate of Coverage, General Wastewater Discharge Permit, and copy of a
Technical Bulletin.. The terms and conditions contained in the General Permit remain unchanged and in full effect.
This revised Certificate of Coverage is issued under the requirements of Nordin Carolina General Statutes 143-215.1
and the Memorandum of Agreement between North Carolina and the U.S. Environmental Protection Agency.
If you have any questions, please contact the NPDES Permitting Unit at [phone], extension 520.
cc: DWQ Central Files
Asheville Regional_Office, Water=Quality Section.
NPDES Unit File
Sincerely,
9A AkvoyJ
� .Alan W. Klimek, P.E.
D Ei
cE0vE
DI
JA N 2 7 2005 10
WATER QUALITY SECTION
ASHEVILLE REGIONAL OFFICE
No z Carolina
'Vatffra(I'm
North Carolina Division of Water Quality 1617 Mail Service Center Raleigh, NC 27699-1617 Phone [phone] Customer Service
Intemet: h2o.enr.state.nc.us 512 N. Salisbury St. Raleigh, NC 27604 FAX [phone]

STATE OF NORTH CAROLINA
.UZrt RTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
GENERAL PERMIT NO. NCG550000
CERTIFICATE OF COVERAGE No. NCG550704
TO DISCHARGE DOMESTIC WASTEWATERS FROM SINGLE FAMILY RESIDENCES AND OTHER
DISCHARGES WITH SIMILAR CHRACTERISTICS UNDER THE
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
In compliance with the provision of North Carolina General Statute 143-215.1, other lawful standards and
regulations promulgated and adopted by the North Carolina Environmental Management Commission, and the
Federal Water Pollution Control Act, as amended,
JOSEPH B. WARREN, III
is hereby authorized to operate a domestic wastewater treatment facility which includes a septic tank, sand filter,
and appurtenances with the discharge of treated wastewater from a facility located at
JOSEPH B. WARREN, III — RESIDENCE
2 REMINGTON TRAIL
HORSE SHOE
HENDERSON COUNTY
to receiving waters designated as Boylston Creek, a class C water, in the French Broad River Basin in accordance
with the effluent limitations, monitoring requirements, and other conditions set forth in Parts I, II, III, and IV of
General Permit No. NCG550000 as attached.
This certificate of coverage shall become effective January 31, 2005.
This Certificate of Coverage shall remain in effect for the duration of the General Permit.
Signed this day January 31, 2005.
fog Ian W. Klimek, P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission

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Swannanoa, NC 28778
to
295-372 Eade Rd
Etowah, NC 28729
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Swannanoa, NC Etowah, NC
• page 74, grid section L-6, • page 74, grid section M-5,
Western North Carolina map Western North Carolina map
• page 74, grid section E-1 • page 74, grid section F-1
Estimated Total Driving Time: Estimated Total Driving Distance: Total Number of Steps:
59 minutes 45 miles 13
Step Directions Distance
1 You are at Swannanoa NC.
.................................................................................................................................................................................................................................. .
2 Go SW on Riverwood Rd for 0.18 miles 0.2 miles
..................................................................................................................................................................................................................................
3 Turn hard left onto US-70 (Black Mountain Hwy) 0.4 miles
..................................................................................................................................................................................................................................
4 Turn right onto Patton Cove Rd 0.3 miles
.................................................................................................................................................................................................................................. .
5 Turn right on ramp to I-40 W 0.2 miles
.................................................................................................................................................................................................................................. .
6 Continue on I-40 W 12.7 miles
...................................................................................................................................................................................................................................
7 Bear left on ramp to I-26 E (US-74 E) 0.6 miles
..................................................................................................................................................................................................................................
8 Continue on I-26 E (US-74 E) 17.8 miles
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Bear right onto off -ramp at exit 49B to US-64 W 0.3 miles
.................................................................................................................................................................................................................................. .
10 Continue onto US-64 W 11.8 miles
11 Turn left onto Old US-64 W 0.2 miles
12 Turn right onto Eade Rd 0.1 miles
.................................................................................................................................................................................................................................
13 You are at 295-372 Eade Rd,Etowah,NC
.................................................................................................................................................................................................................................
Destination: 295-372 Eade Rd
Etowah, NC 28729
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&TWWA
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Michael F. Easley, Governor William G. Ross, Jr., Secretary
Coleen H. Sullins, Director
July 27, 2007
Joseph B. Warren III
P.O. Box 247
Etowah, NC 28729
Subject: Renewal of coverage / General Permit NCG550000
175 Remington Trail
Certificate of Coverage NCG550704
Henderson County
Dear Permittee:
In accordance with your renewal application [received on January 25, 20071, the Division is renewing
Certificate of Coverage (CoC) NCG550704 to discharge under NCG550000. This CoC is issued pursuant to the
requirements of North Carolina General Statue 143-215.1 and the Memorandum of Agreement between North
Carolina and the US Environmental Protection agency dated May 9, 1994 [or as subsequently amended].
If any parts, measurement frequencies. or sampling requirements contained in this General Permit are
unacceptable to you, you have the right to request an individual permit by submitting an individual permit
application. Unless such demand is made, the certificate of coverage shall be final and binding-
. Please take notice that this Certificate of Coverage is not transferable except after notice to the
Division. The Division may require modification or revocation and reissuance of the certificate of coverage.
Contact the Asheville Regional Office prior to any sale or transfer of the permitted facility.
Regional Office staff will assist you in documenting the transfer of this CoC.
This permit does not affect the legal requirements to obtain other permits which may be required by
the Division of Water Quality or permits required by the Division of Land Resources, Coastal Area
Management Act or any other Federal or Local governmental permit that may be required.
If you have any questions concerning the requirements of the General. Permit, please contact Toya
Fields [919 733-5083, extension 551 or [e-mail] or Susan Wilson [919 73375083, extension 510
or [e-mail].
cc: Central Files
NPDES file
Sincerely,
for Coleen H. Sullins'
J U L 3 1 2007
1617 Mail Service Center, Raleigh, North Carolina 27699-1617
512 North Salisbury Street, Raleigh, North Carolina 27604
Phone: [phone] / FAX [phone] / Internet: www.ncwaterquality.org
- iur11 Lf"�'_X
ASiI?,ILLE N
T�c�i�nar�l ,j
ONAL OFFICE
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An Equal Opportunity/Affirmative Action Employer — 50% Recycled/10% Post Consumer Paper.

STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
GENERAL PERMIT NCG550000
CERTIFICATE OF COVERAGE NCG550704
DISCHARGE OF DOMESTIC WASTEWATER FROM SINGLE FAMILY RESIDENCES AND
OTHER 100% DOMESTIC DISCHARGES WITH SIMILAR CHARACTERISTICS UNDER THE
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
In compliance with the provision of North Carolina General Statute 143-215.1, other lawful standards and
regulations promulgated and adopted by the North Carolina Environmental Management Commission, and
the Federal Water Pollution Control Act, as amended,
Joseph B. Warren III
is hereby authorized to discharge domestic wastewater [<1000 GPD] from a facility located
at
175 Remington Trail
Horse Shoe
Henderson County
to receiving waters designated as Boylston Creek in subbasin 04-03-03 of the French Broad
River Basin in accordance with the effluent limitations, monitoring requirements, and
other conditions set forth in Parts I, II, III and IV hereof.
This certificate of coverage shall become effective August 1, 2007.
This Certificate of Coverage shall remain in effect for the duration of the General Permit.
Signed.this day July 27, 2007.
for Coleen H. Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission

NCDENR
IJA i
l � t I r Resources
N12007
North Carolina Department of Environmentend a u aI' 1
Division of Water Qualityi:
Michael F. Easley, wA r n j !1ALIT`r coF� IC'
Y As��::,El�liillam,G�i.Ross,,Jr„ �Secretaryi
Alan W: Klimek; f':E., Director
,>FF3a.H;�47wsM"htkk8.t3'r1i:._wwi+�,.ww..+..«.r.. ua �:er
January 9, 2007w'---- -�
Joseph Warren
P.O. Box 247
Etowah, NC 28729
Subject: Renewal Notice / General Permit NCG550000
Certificate of Coverage NCG550704
Henderson County
Dear Permittee:
You are receiving this notice because you currently own a property covered under the subject
General Permit for the discharge of domestic wastewater. NCG550000 will expire on July 31, 2007.
Federal (40 CFR 122.41) and North Carolina (15A NCAC 2H.0105(e)) regulations require
that permit renewal applications be filed at least 180 days prior to expiration of the current permit.
To satisfy this requirement, the Division must receive a renewal request postmarked no later than
February 1, 2007.
The Certificate of Coverage (CoC) specific to your property was last issued on August 1, 2002.
The Division needs information from you to determine if coverage under NCG550000 is still
necessary.
➢ If your property still has a wastewater system like the ones described in the enclosed
Technical Bulletin, you must renew the subject CoC. Complete the enclosed form and
submit it to the address on the form.
➢ If you are not sure what type of system your property has, contact Keith Haynes in the
NC DENR Asheville Regional Office at. That person [or other staff members] can help
you determine if you should renew your CoC.
➢ If you know that your property no longer discharges wastewater, contact me at the
address or phone number listed below to request rescission of the CoC.
➢ This information request does not pertain to the Annual Fee of 850.00 billed
separately by the Division's Budffet Office. No monev is required for this
procedure. The Annual Fee is like the fee. you annually pay the DMV for the sticker on
your vehicle's license plate. Renewal of your CoC is like the renewal of your Driver's
License [ca. every five years].
➢ If you have already mailed a renewal request, you may disregard this notice.
1617 Mail Service Center, Raleigh, North Carolina 27699-1617 One
512 North Salisbury Street, Raleigh, North Carolina 27604 NofthCarolina
Phone: [phone], extension 511 / FAX [phone] / char][e-mail] Natumlly
An Equal Opportunity/Affirmative Action Employer— 50% Recycled/10% Post Consumer Paper

NCG550704 renewal notice
January 9, 2007
The attached application form shows the information the Division has on file for your
property. Please verify that the provided information is correct, or make corrections on the form.
Complete the additional questions, then sign and date the form.
The completed form should be submitted to the address listed below the signature block.
If you have any questions concerning this matter, please contact me at the telephone number
or e-mail address listed below. (If it is difficult to reach me, please be aware that your facility is one
of over 1100 that I am contacting regarding the renewal of NCG550000.)
Thanks for your attention to this matter.
Sincerely,
Charles H. Weaver, Jr.
NPDES Unit
cc: Central Files
NPDES file

1994
Io: Pi-.i i_ Whites, L?EENT R + kshev1 ?_E N. .1.
_ieT-•,ar'ui n" VOur le ter d ateil J, u i t7 Iv, 1994.
1 , Va1ve- 1ocati011S: the short "Litt of the iJu.iTp in recirculation with
the holes in the .i inch in the sanC filter and the 1 /2" diameter
eedlnJ' the sauuril would not='eC�L?�.re a .`.i:at-3ck valve. If the
_ tics_ Ci,.la+.,i+'-i.i1 Is not ..:rayu.nc-t?Ct ..:Os"_ 2t_:i; Y we can c.3t..:. valve t;0%.i1 GJ the
I inch and the .1f2 in pipes.
2. 11"z_ System has been redesigned so 2 e.3i.lnr^ ' r not e i- t
3, r area 4 on s+-er+.S axe, On ',.-.he new Print. -
4. o--r- .:iie pump used there is .45 laPX with a 1() TOOL Lead.
5. . 1'_"« tank. _0,00 Fallon:., ttiith- no ba- .1e and a riser are now.Iseu'
TIle ;'?;=.'er IS C2'merLaaemd �f � e ink a1 24 i1= lea7. T.cOLFt_1.
t•. itl e' r'"11? t10i' at.",.O is aC',�aiw reC: bV •t_1��131g a 1_ Inch ._�i:�C^dr�ye
f
- �-k iiL t'e filter and a1n+vTl c1isc carve into the lorinator.
This ZiYovides a 15 percent _ e4-1urn r o the sand filter . ii_ more Y"Etur-n.
3 needed i t m 1 +nT 11 be incorporated.
1. The P' —int shows the -i0W 1DY-011.1e Tt shou-,G be rLOti_d dual sand
i liter was 7"F_tCOT. nerlde buv th.e round el eva. 1 on requries mc--re than _.
feet of C:.'t"op for two the 'Ia-l..t' does not hL ve -that much
elevation i L 100, -feet and the ys .,em would have to be built _� ' t above C-r?^O1.ii1C_ which tLl e owner ,_.Oes not want to :10.
v. The Lua.e Sipe and, locations a e now On the print,
9. The l imer is now shown Oil. t e 's1rin i .
10, There i;a a automatic cutof-P in case of system failure to Prevent
water flow. The house its On a well so no discharge ge can occur during
,cower Out? g'e .
Yours respectfully.
/6c, � r
GeraI. Haskins
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SENDING CONFIRMATION
DATE
JAN-27-2005 THU 10:29
NAME
WAT
TEL
8282964663
PHONE
: 919197330719
PAGES
: 3/3
START TIME
: JAN-27 10:28
ELAPSED TIME
: 01'06"
MODE
: ECM
RESULTS
: OK
FIRST PAGE OF RECENT DOCUMENT TRANSMITTED...
State of North Carolina h�
Department of Environment, iD
Health and Natural Resources 4
Division of Wator Quality P/
James B. Hunt, Jr., Governor p EH N FR_
Wayne McDevitt, Secrotary
A. Preston Howard, Jr., P.E., Diroctor,_: (I�� July 21, i997
Glen Hnlllfield
416
Etowah, �NC 28729
�- Subject: Certificate of Coverage No. NCG550704
Renewal of General Permit
Hollifield, Glenn - Residenre
Henderson County
Dear 1'ermittee:
In accordance with your application for renewal of the subject Certificate of Coverage, the Division is forwarding
the ondnsed General Permil. Ihis renewal is valid from the cite liVe date on the permit until July 31, 2002 Thaa
permit is issued pursuant to the requirements at North Carolina General Statute 143-215.1 and the Memorandwn of
Agreement between North Carolina and the US. Environmental Protection Agency dated December 6,1983. if any
parrs, measurement fregaeneiea nr sampling requirements contained in this permit are unacceptable to you, you have
the right to request an individual permit by submitting an individual permit appliralion. Unless surf) demand is
made, this Certificate of Coverage shall be final and binding.
The Cerlificale of Coverage to, your facility ix not trannfemble except offer notice to the Diviaion. Use the enclosed
Permit Nuns/Owncr'hip Change form to notify the Division d you sell or ouacneisc transfer uwuer::hip nt the
sutrject farility. The. Division may require modification or revocation and reissunnce of the Certificate of Covemge.
If your facility ceases discharge of wastewater before the e><pimtion date of lids permit, contact the Region.]
Office listed below at (704) 251-62M. (hue discharge from your faculty has ceased, this permit may be rescinded.
This permit does not affect the Icgal requu. ent. to obtain other permits which may he required by the Drviaion of
Water Quality, the Division of land Resources, Coastal Area Management Act or any other Federal or Local
govemmentAl permit thnt may be required.
it you have any questiorts cone, ning this permit, please contact the NPDE9 Group at the address he
Sincerely,
-4. q,
cc: Central f+Iles
P v A. Preston Iloward, Jr., P.E.
?JbeJllfal Regional Office-
NPDES Group
Facility Assessor at Unit
P.O. 13m 29535, Hatclph, North Carolina 27626.0535 (919) 733-S083 FAX [phone] p&.adxm..hnr.state.nau
An Equal OpportunityAttionalive Action Employer 50 : recycled / 10% pocl-von—ur pxpur

State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
A. Preston Howard, Jr., P.E.,
Glenn Hollifield
P.O. Box 416
Etowah, NC 28729
Dear Permittee:
lam► �44;01
�
�nj 2
mom
1�EHNF=1
Director
\ •� 9 y,
July 21,1997
Subject: Certificate of Coverage No. NCG550704
Renewal of General Permit
Hollifield, Glenn - Residence
Henderson County
In accordance with your application for renewal of the subject Certificate of Coverage, the Division is forwarding
the enclosed General Permit. This renewal is valid from the effective date on the permit until July 31, 2002. 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 December 6,1983. If any
parts, measurement frequencies or sampling requirements contained in this permit are unacceptable to you, you have
the right to request an individual permit by submitting an individual permit application. Unless such demand is
made, this Certificate of Coverage shall be final and binding.
The Certificate of Coverage for your facility is not transferable except after notice to the Division. Use the enclosed
Permit Name/Ownership Change form to notify the Division if you sell or otherwise transfer ownership of the
subject facility. The Division may require modification or revocation and reissuance of the Certificate of Coverage.
If your facility ceases discharge of wastewater before the expiration date of this permit, contact the Regional
Office listed below at [phone]. Once discharge from your facility has ceased, this permit may be rescinded.
This permit does not affect.the legal requirements to obtain other permits which may be required by the Division of
Water Quality, the Division of Land Resources, 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 the NPDES Group at the address below.
Sincerely,
cc: Central Files
A. Preston Howard,
6
As�vlle Regional Offli
NPDES Group
Facility Assessment Unit
P.O. Box 29535, Raleigh, North Carolina 27626-0535 [phone] FAX [phone] p&[e-mail]
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State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
A. Preston Howard, Jr., P.E.,
Glenn Hollifield
P.O. Box 416
Etowah, NC 28729
Dear Permittee:
A09WA
I T 0
�EHNFPt
July 21, 1997
Subject: Certificate of Coverage No. NCG550704
Renewal of General Permit
Hollifield, Glenn - Residence
Henderson County
In accordance with your application for renewal of the subject Certificate of Coverage, the Division is forwarding
the enclosed General Permit. This renewal is valid from the effective date on the permit until July 31, 2002. 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 December 6, 1983. If any
parts, measurement frequencies or sampling requirements contained in this permit are unacceptable to you, you have
the right to request an individual permit by submitting an individual permit application. Unless such demand is
made, this Certificate of Coverage shall be final and binding.
The Certificate of Coverage for your facility is not transferable except after notice to the Division. Use the enclosed
Permit Name/Ownership Change form to notify the Division if you sell or otherwise transfer ownership of the
subject facility. The Division may require modification or revocation and reissuance of the Certificate of Coverage.
If your facility ceases discharge of wastewater before the expiration date of this permit, contact the Regional
Office listed below at [phone]. Once discharge from your facility has ceased, this permit may be rescinded.
This permit does not affect.the legal requirements to obtain other permits which may be required by the Division of
Water Quality, the Division of Land Resources, 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 the NPDES Group at the address below.
Sincerely,
A. Preston Howard,
cc: Central Files Asheville--Regiona_l _ Off_ice_
NPDES Group
Facility Assessment Unit
P.O. Box 29535, Raleigh, North Carolina 27626-0535 [phone] FAX [phone] p&[e-mail]
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STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT, HEALTH, AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
GENERAL PERMIT NO. NCG550000
CERTIFICATE OF COVERAGE NO. NCG550704
TO DISCHARGE DOMESTIC WASTEWATERFROM SINGLE FAMILY RESIDENCES
AND OTHER DISCHARGES WITH SIMILAR CHARACTERISTICS UNDER THE
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
In compliance with the provision of North Carolina General Statute 143-215.1, other lawful standards
and regulations promulgated and adopted by the North Carolina Environmental Management
Commission, and the Federal Water Pollution Control Act, as amended,
Glenn Hollifield
is hereby authorized to operate a wastewater treatment facility which includes a septic tank, sand filter
and associated appurtenances with the discharge of treated wastewater from a facility
located at
Hollifield, Glenn - Residence
Eade Road
Etowah
Henderson County
to receiving eaters designated as subbasin 40302 in the French Broad River Basin
in accordance with the effluent limitations, monitoring requirements, and other conditions set forth
in Parts I, II, III and IV of General Permit No. NCG550000 as attached.
This certificate of coverage shall become effective August 1, 1997.
This certificate of coverage shall remain in effect for the duration of the General Permit.
Signed this day July 21, 1997.
f,/ ,� /A. Preston Howard, Jr., P.E., Director
Y Division of Water Quality
By Authority of the Environmental
Management Commission

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
Michael F. Easley, Governor
William G. Ross Jr., Secretary
Gregory J. Thorpe, Ph.D., Acting Director
4/23/2002
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
ATTN: GLENN R HOLLIFIELD
HOLLIFIELD, GLENN - RESIDENCE
P O BOX 1091
ETOWAH, NC 28729
1�•
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
Subject: NOTICE OF VIOLATION
FAILURE TO SUBMIT RENEWAL APPLICATION
HOLLIFIELD, GLENN - RESIDENCE
NCG550000
COC NUMBER NCG550704.
HENDERSON COUNTY
Dear Permittee:
This letter is to inform you that, as of the date of this letter, the Division of Water Quality has not received a
renewal request for the subject permit certificate of coverage. This is a violation of NCGS § 143.215.1 (c)(1) which
states "All applications shall be filed with the commission at least 180 days in advance of the date on which it is
desired to commence the discharge of wastes or the date on which an existing permit. expires, as the case may be".
Any permittee that has not requested renewal at least 180 days prior to expiration or permittee that does not have a
permit after the expiration and has not requested renewal at least 180 days prior to expiration, will be subjected to
enforcement procedures as provided in NCGS § 143-215.6 and 33 USC 1251 et. seq.
In order to prevent continued, escalated action, including the assessment of civil penalties you must submit a
completed permit coverage renewal application to the attention of the "Stormwater and General Permits Unit" at
the letterhead address within ten (10) days of your receipt of this letter (renewal application enclosed).
If the subject discharge has been terminated, please complete the enclosed rescission request form. Mailing
instructions are listed on the bottom of the rescission request form.. You will be notified when the rescission
process has been completed.
Thank you for your prompt attention to this situation. If you have any questions regarding this matter, please
contact Bill Mills of the central office Stormwater and General Permits Unit at 919-733-5083, ext. 548.
Sincerely,
for Gregory J. Thorpe, Ph.D.
Acting Director, Division of Water Quality
cc: Stormwater and General Permits Unit Files
Central Files
Asheville Regional Office
1617 Mail Service Center, Raleigh, North Carolina 27699-1617 Telephone [phone] FAX [phone]
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D�XrState of North Carolina
repartment of Environment,
Health and Natural Resources
Division of Environmental Management
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
Nann B, Guthrie, Regional Manager
Asheville Regional Office
WATER QUALITY SECTION
August 30, 1994
Mr. Glenn Hollifield
c/o Carland Ford Tractor
Post Office Box 5096
Hendersonville, North Carolina 28645
Subject: NPDES Permit Application
Glenn Hollifield Residence
Turnpike Road (SR 1328)
Henderson County
Dear Mr. Hollifield:
We have reviewed the additional information received on August 23,
1994. The plans and specifications for the project submitted to.date are
inadequate for approval. The following information is needed:
1. Details of the connection of the recirculation pump to the
piping is needed to assure that easy removal and replacement
can be done.
2. Details showing how the water supply will be cut off if a
pump or power failure occurs is needed.
3. Dual pumps are required by T15A: 02H .0219 (j) . A second
pump must be on hand for replacement to comply with this
requirement, along with the documentation requested in number
one and two above. The plans should indicate that a second
pump will be available.
4. Calculations are needed showing how the recirculation ratio
is achieved. Valve(s) are needed to adjust the recirculation
ratio initially and as conditions change.
5. Preliminary calculations indicate that the one inch pump
distribution line is too small, i.e. it introduces a
significant amount of head loss relative to the orifices. A
larger size of around two inches would be preferable. This
line as designed inside the 4 inch distribution pipe would
allow the possibility of septic tank effluent being discharged
to the chlorine contact basin. The pump discharge line must be
routed in such a manner to avoid this possibility. Routing
this line upstream of the sand filter would accomplish this and
avoid the need for sizing orifices in the small pipe.
Interchange Building, 59 Woodfin Place, Asheville, N.C. 28801 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

Glenn Hollifield
August 30, 1994
Page Two
6. The 1-1/2 inch pump discharge line is minimal for the rated
pump capacity. - A larger size is recommended for reduced
velocity and headloss.
7. A profile of the flow through the treatment system is
needed, including relative elevations of inlets and outlets.
8. Indicate the size and location of holes in the distribution
and collection piping.
9. A liner for the sand filter is required by .0219 (f). The
six mil plastic specified does not have sufficient structural
integrity to comply with this requirement.
10. As stated in the design requirements in the Notice of
-Intent for coverage under the general permit, rip -rap may be
used in lieu of the five step aerator. The aerator shown is
satisfactory, however, it may -be more difficult and costly than
rip -rap.
11. Although the specified 50 foot buffer 'from a stream is
controlling in this situation, a 50 foot buffer from property
lines is also required. The specifications should be modified
to reflect this requirement.
12. A vicinity map and site plan is needed showing how the
treatment system will be laid out on the property.
Please submit the necessary revisions to this office for review. If
you have any questions, you may call me at 704-251-6208.
Sincerely,
Paul R. White, P. E.
Environmental Engineer
Enclosure
xc: Gerald Haskins
Mack Wiggins

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality.
Michael F. Easley, Governor
William G. Ross Jr., Secretary
Alan W. Klimek, P.E., Director
GLENN R HOLLIFIELD
HOLLIFIELD GLENN - SFR
P0BOX 1091
ETOWAH, NC 28729
Dear Permittee:
1�•
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
July 26, 2002/�
JUL 1 cG�2
Subject: Reissue - NPDES Wastewater Discharge -Permit
Hollifield Glenn - SFR
COC Number NCG550704
Henderson County
In response to your renewal application for continued coverage under general permit NCG550000, the Division of
Water Quality (DWQ) is forwarding herewith the reissued wastewater general permit Certificate of Coverage
(COC). This COC is reissued pursuant to the requirements of North Carolina General Statute 143-215.1 and the
Memorandum of Agreement between the state of North Carolina and the U.S. Environmental Protection Agency,
dated May 9, 1994 (or as subsquently amended).
The following information is included with your permit package:
* A copy of the Certificate of Coverage for your treatment facility,
* A copy of General Wastewater Discharge Permit NCG550000
* A copy of a Technical Bulletin for General Wastewater Discharge Permit NCG550000
Your coverage under this general permit is not transferable except after notice to DWQ. The Division may require
modification or revocation and reissuance of the Certificate of Coverage. This permit does not affect the legal
requirements to obtain other permits which may be required by DENR or relieve the permittee from responsibility
for compliance with any other applicable federal, state, or local law rule, standard, ordinance, order, judgment, or
decree.
Please note that effective January 1, 1999 the fees for all permits issued by DWQ were changed. This changed the
fee for your wastewater general permit coverage from a $240 fee paid once every five years to a yearly fee of $5.0.
If you have not already been billed this year for the yearly fee, you will receive a bill later this year.
If you have any questions regarding this permit package please contact Bill Mills of the Central Office Stormwater
and General Permits Unit at [phone], ext. 548
Sincerely,
for Alan W. Klimek, P.E.
cc: Central Files
Stormwater & General Permits Unit Files
Asheville Regional Office
1617 Mail Service Center, Raleigh, North Carolina 27699-1617 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
Michael F. Easley, Governor
William G. Ross Jr., Secretary
Gregory J. Thorpe, Ph.D., Acting Director
11 /26/01
GLENN HOLLIFIELD
HOLLIFIELD GLENN- RESIDENCE
P O BOX 416
ETOWAH, NC 28729
1••
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
fl
Subject: NPDES Wastewater Permit Coverage Renewal
Hollifield Glenn- Residence
COC Number NCG550704
Henderson County
Dear Permittee:
Your residence or facility is currently covered for wastewater discharge under General Permit NCG550000. This
permit expires on July 31, 2002. Division of Water Quality (DWQ) staff is in the process of rewriting this permit
with a scheduled reissue in the summer of 2002. Once the permit is reissued, your residence or facility would be
eligible for continued coverage under the reissued permit.
In order to assure your continued coverage under the general permit, you must apply to the DWQ for renewal of
your permit coverage. To make this renewal process easier, we are informing you in advance that your permit will
be expiring. Enclosed you will find a general permit coverage renewal application form. This will serve as
your application for renewal of your permit coverage. The application must be completed and returned with the
required information by February 01, 2002 in order to assure continued coverage under the general permit. There is
no renewal fee associated with this process.
Failure to request renewal within this time period may result in a civil assessment of at least $250.00. Larger
penalties may be assessed depending on the delinquency of the request. Discharge of wastewater from your
residence or facility without coverage under a valid wastewater NPDES permit would constitute a violation of
NCGS 143-215.1 and could result in assessments of civil penalties of up to $10,000 per day.
If the subject wastewater discharge to waters of the state has been terminated, please complete the enclosed
rescission request form. Mailing instructions are listed on the bottom of the form. You will be notified when the
rescission process has been completed.
If you have any questions regarding the permit coverage renewal procedures.please contact the Asheville Regional
Office at 828-251-6208 or Bill Mills of the Central Office Stormwater Unit at [phone], ext. 548
Sincerely,
Bradley Bennett, Supervisor
Stormwater and General Permits Unit
cc: Central Files
Stormwater and General Permits Unit Files
Asheville Regional Office
1617 Mail Service Center, Raleigh, North Carolina 27699-1617 Telephone [phone] FAX [phone]
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. 4s.�.
State of North Carolina
Department of Environment, Health and Natural lZesotarces
Division of Enviro:unental Managen-writ
512 North Salisbur)� Street - Ralei;�ll, North Carolina 27611
James B. Hunt, Jr., Goy-ernor A. Presion Howard, Jr., P.E.
Jonathan B. Howes, Secretary Director
NOTICE OF IYACENT
�s�tior�3. �,�lli an Di;L„11ar�>� Fli Dina ic�n__5��5����
I ! I
Application for Cm,eragO under General Permit NCG550000; Single Family Domestic Units
i I
1. Name, Address , location, and telephone number of facility, requesting Permit.
A. Official Name:
� ,n�',�p— o% %-=%tea'- )1� ---
B. Mailing Address:
(1)Street Address;
--,-------
! (2) C i t ),
— --
_ —_--. -----------_—
(3)State;
--
---------
(4) 7 `P;
_
----- - --- -----------
(5) C nun t v;
-- —
----- --------------
C. 1_.ocation. (Attach map delineating
general facility loc itlnli)
1)5treet Address;�[,�N�.�
---- ----
(2) C i t y;---
(. )State;
-- 4
(4)County;
D. Telephone Number; �`j
(% ) if `� )-- � LAG t� � d rl�a � �•
� L�[�Z^p
2. Facility ContL-ict:
A. Name;
B. Title;-
C. Company Name;
Ir D. Phone 1,Jwnber;
(-:7-0L6 _ dk P%
v
3. Application,type (check appropriate selection):
A. New or Proposed; _[
I3. Existing;
—If previously permitted, provide permit number
and issue date__--__—_
C. Modification; _
(Describe the nature of the modification):---
—_-------_--`—_
4. Description of discharge.
a, h
A. Please state the number of separate discharge points.
I P. Please describe the amount of wastewater being discharged per each separate discharge point.
(L)psipm flow is based on 120 GPD/bedroom
,,vith a m.inimuln of 240 GPD/ home) !
]960 gallons pe.r day (gpd) 2:------ (gpd) 3:-- (gpd) 4:--- (gpd)
Page 1
6wke o
CW6

C. Check the diiratio.l aid frequency of the discharge, per each separate discharge point
i
LI
1.Continuous: 6",o
� �
2.Intermittent (please describe):
�; Ij'
'
j
3.Seasonal: (check the month(s) the discharge occurs):Januar•y [ ];February [ 1j'Ylarch (); April [ ),'
_ I
;September October [ ]; November December
; July ;,g[ ].
4.Hoty many days per week is there a discharge?(check the days the discharge occurs)
(Monday [ ); Tuesday [ ), 1;7ednesday [ ], Thursday [ ],Friday [ ], Saturday [ ], Sunday [ )•
5.How much of the volume discharged is treated? 'State in percent) % %
D. Describe the type of wastewater beinV discharged. (please list any known toxants being
discharged from this residence); j�o/,ze
I I
E. Check the appropriate type of treatment being used to treat the wastewater,
��i"•I
i
1. Septic Tank; 1�--
2. Sand
Filter(s);
3. ' Recirculating Sand Filter(s);
I'
4. Chlorination;
5. Other form of dish-dection(specify);�__
G. Aeration(specify type);
7. Other(describe,' be specific);
I I I j.
8. Please describe in detail the information checked above. (Include specifics for each check; to
Iit
'
include: type, dimensions, treatment amounts, design volumes, retention times for each
system, manufacture's specifics and contractor's specifics) Existing treatment facilities
should be described in detail and design criteria or operational data should be provided
(including calculations) to ensure that the facility can comply with requirements of
the General Permit.The fallowing are the minimum design requirements needed for each of
the treatments listed above:
a.Septic Tank;-Minimurn tank septic tank size: shall be 750 gallons for two bedrooms and
!'
900 gallons for three bedrooms. The Division recommends the use of a 900 gallon tank for',
a two bedroom, and a 1200 gallon tank for a three bedroom unit. If excavation into
bedrock is necessary for the septic tank or sand filter then a liner of at least 10 mm
thickness shall be provided for the septic tank and/or sand filter.
b. Sand Filters; ,These shall be used to provide secondary treatment. For the sand filters,
loading
the rate shall be no less ihart 1.15 GPD per square foot of filter.! They; �
Recirculating Sand Filter should be able to handle 5.0 GPD per square foot with no more ..I
6 than a 3:1 recirculating ratio. Sand shall conform to the Division's standards of 0.35 to �
0.5 mm effective size, 3.0 uniformity coefficient, and 0.5% dust content.
c. Chlorination; The chlorine contact chamber shall have at least a 30 minute detention
time. The volume should be calculated as follows: Volume (gallons)= (design flow x
0.5)/ 24 hours. Discharge pipe from the chlorhiator shall be perforated.
d.Cascade aeration should consist of a 5 step concrete trough but may also be made of rip
rap.
I NOTE: Construction of any wastewater treatment facilities require submission of tl-xee (3) sets of plans ,
and specifications along with their application. Design of treatment facilities must comply
j
with requirement 15A NCAC 2H .0138. If construction applies to the discharge, include the
1
three sets of plans and specifications with the application. , �• '
5.i
Name of receiving water: ` .�' :.�' GAS ei Classification:
Ih I
I
(Attach a USES topographical reap with all discharge point(s) clearly marked)
1 '
Page 2
.. .a J. 615 ,��1E -ia
L
L .+ ily1 I .,, ... .. •n '.r. ii i , �, .. � i , I.e �I,P _,. . I_ � - _, -_... i} :.i �'r:

MFPFFF'
6. Is the discharge directly to the rerelvin
If no, state specifically the di5c'hdfge pkn- i, ]firm c mr$y the pathway to the potential receiving
waters on the site map. (This includes tracing the pathway of the storm sewer to its discharge point,
if a storm sewer is the only viable means of discharge.)
I
7. Please address possiblC -discharge alternatives for the follovaing options:
!i i� P1 it
: � I A. COinection to a Regional sewer Collection System; rya
' I
B. Subsurface Disposal; s[G'5 = IX5 /°V— 7l71-1yel__
C. Spray Irrigation;
8. I certify that I am familiar with the information contained in the application and that to the best of
rri}r knowledge and belief such information is true, complete, and accurate.
Printed Name of Person Signing
Title
Date Application Signed
Signature of Applicant
-
�1C�R�i i F R L 1Nn_G°I� RAL STFnTLJTE 14'-215.6 IF3_2 PRO`dLj
Any person who knowingly snakes any false statement, representation, or certification in ariy
application, record, -report, plan or other documerit files or renu'_red to be m,r-rintain_nc� ed uer Article 21 or
reln.tiations of the Environrnerital Managernent Con r-aission implementi:i- the- it Article, or who
pers with or knowingly renders inaccurate, recording, or rnOlutCring device or method required to
be operated or maintained under Article 2'- or regulations of the F:nvi:ionaiiental Nlanagenient
Commission implementing that Article, ;ii1afl. be guilty of a misdei-neanor pu is'-rtable by a line not too
exceed $10,000, or by i--r-prisopnea t nc.- to c;xceed si-2mortu s, or by bcth. 13 U.S-C.. <'ct?on 1001 provides
5' p tpislunent by,a''`une of ndlt ITiOi'� il'?�i"i �t�,QB� G i?:?ji?':.Sr9i" rLlC':lt not'TtoIr� than 5yE czFS, of bJL'ii, for a
i
similar offense.)
NTotice of Intent must be accompanied by a check or money order for w300.00 made payable to the
Carolina Department of Environment, Health, and Jat7-iral 11P.sources. MaJILthree (3) copies, of e3t`t_Fe
package to:
Divisio..n of 1-7,mvivon.mental l -7ana C,-.'ment
NPDL-S Pe rnh, Brous
Post Office 'Box 29535
Raleigh, North Carolina 2.7626-0535
Page 3

DERSON COUNTY HEALTH DEPARTMENT,''i
WL Pa'tt}Ie#i ,lII„I rII:.I{,{'ilIjI I,II�PSIIlII�IIIi'III.II IiPIeIIIlI:lIIl•iI ,��'II®�1j,kIiII9uI�?III`lII..Ii� e�ii`vI'•I��—I'!,'sI�
:• p�I'II:I1`! I,�IjI�i,�IE''III'i plI!.'rI�;IiI•��,:II!iI.'III,,,I Ii;!I�r� l'�t;,� y: f,iI�I�j'�I;�II�llI I!I'IIIII!
, �,l`(l1�I��II--i1':�,�I't�1C.,I!'.iIII' . .I l 5_�,I.�.ih�:++j,{iiI'Ii+^III I iI o, �_IIIIIi yf'1m'-•II�VIIICf�Glii�;lTAN
ANK SYSTEM
YSTEM IMPROVEMENTS
MPROVEMENTS PERMIT
-r.I_I�F_�.ii.l:iIIr,�lIIIII �"l' _,"'' l''_I'III I G`��77!1�II�� T=—_I 55'.-I� •j �rrII I ' l-_'l t-T-II,_1�I,I t(I'•9�'._'��:I�I
s�PI[+:�I I /t• E,IJ
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�ITl(ily'Ih�i NI✓.I,v'_�(I"�'I� !jIii II� I �U'-IIS ,I•, jI,,.Ir 'iI 'I 'I' lIII 1' �JB'
-4228 between 8 a.m. -,4:30 P.M. 692 7LETION PERMIT Call Between 7:30 a.m. - 8:30 a.m. I-21�8
,gI,❑❑�;'�,❑❑: 1,i�,I �''4e,�IN,
issued y the Henderson County Halth DepmThis"permit s ent to construct WI #
andin tall,ith work herebydescribed. Theconstruction shall be made in compliance
with C,IDp,yision ofIEnvironmental Health Laws and Rules fl�r Ground PIN
AbsorptionSewageiireatment and Disposal Systems'and this permit.
�����IIIII1�IIIIII�iII
III:•'I�.I�:r�;h�jfi;;,i;I,,I�1
II
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✓JJ{II;i1II�'IIiIII;I�IlII,'I�
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Il,1IIJ,1}II''IIIIII
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'
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I
•
i;Approvedl
Date �—i�OwneDp
proveddl
Buildi'g C�nttorI New Construction+
,Deye loprant,—Repair.i1'
rP:�� Locate 11 Pre_Existn91;Tank 1!
JI�L!Addition'!
Nffltment, r'acvaynce for,;,aIqy
changes needed.
House' Mobile Home El Other Zoning regulations maybe inleffectn'your
area, before proceeding,with con•st�uctib,
No. Beooms Design Flow GPDTcheck with the Henderson CountyliZo'
Officer or Inspection Department1
en Basement Plumbing Yes ❑ NoBasemY' No
nity,or 5 ears from date of issua�ce.'K% Repairs tobecom letedwithinthirtYI(30)days. ILotSiz �IN- it slopeU�tj�Rax. Tren Botto Depth
Drain Size L lField It q. Ft.
II'Apli RatlsuBy:Stone eph�Iriches—— 111' I .
DNVIRONMENTALHEAL IALI TV LI ® LY"FOR PRESCRIBED ABOVE
el
NG SCALE
eceived tAj 2�tK
41
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i,tj;�I{�',i��ll..dil 'IIIIIL,I I IL,f I' II 'I' 'I I .II I II,,I',I I� �,I�•.I I !III1,IilyP I" Ilf'I I �;I ,{I fl i+:il � IIfII, �JIIIII II III lai�,l�i Ei,',
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• � II 11 � .I I I II ' , li+ PI:•:I
I' I I I I q I I I + I i I I II r I� I 'I. �• ,
,

N. C. DEPARTMENT OF ENVIRONMENT, HEALTH,
AND NATURAL RESOURCES
ASHEVILLE REGIONAL OFFICE
DIVISION OF ENVIRONMENTAL MANAGEMENT
WATER QUALITY SECTION
TO:
FAX i
FROM:
FAX #: [phone]
DATE:
# OF PAGES INCLUDING THIS COVER: ::4?
MESSAGE: If questions, Please call 704/251-6208.

State of North Carolina
p Department of Environment,
Health and Natural Resources
Division of Environmental Management
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
Nann B. Guthrie, Regional Manager
Asheville Regional Office
WATER QUALITY SECTION
September 9, 1994
MEMORANDUM[
TO: ,Mack Wiggins_
Permits and Engi*ergI
THROUGH: Forrest Westall
Water Quality Re
FROM: Paul R. White, P. E.
Environmental EngineePv;
I
SUBJECT: NPDES Permit Application,
Glenn Hollifield Residen6
Henderson County
'j // c"
Enclosed please find 3 sets of drawings, a layout sheet, and a
location map for the proposed Glenn Hollifield residence sand filter.
The application and processing fee was acknowledged as received on June
1, 1994. The staff report was done on June 21, 1994.
Several revisions have been made to get to this point. The
proposed facility is a recirculating sand filter due to elevation
constraints. The recirculation pump station has a high water alarm
which will activate an alarm and close off the water supply from the
home well. A second pump is to be kept on hand for replacement of the
pump in case of failure.
It is recommended that the general permit and authorization to
construct be issued.
If you have any questions, please call.
enclosures
Interchange Building, 59 Woodfin Place, Asheville, N.C. 28801 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 500k recycled/ 10% post -consumer paper

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State of North Carolin,
Department of Environment,
Health and Natural Resources
Division of Environmental Management
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
Glcn Hollilield
PO Box 5096
Hendersonville, NC 28645
Dear Mr. Holli[eld-.
Seplembec 210, 1994
2 9 190A ;.
e
t
Subject: General Permit NCG550000
Cert. of Coverage NCG550704
Glenn Hollilield Residence
I-lenderson COUnly
In accordance witlr your application for an NPDES discharge hermit received July 21, 1994 by [lie
Division, we are herewith forwarding the subject Certificate of Coverage under die state-NPDES general
permit for Glenn Hollilield. .authorization is here[)\- granted for the construction and operation of 360
GPD wastewater treatment system consisting of the following minimum criteria, a 10001 gallon septic tank.
72 squarefoot recirculatin- sandfilte.r with a loadim: rate of not more than 5.0 GPD/square Coot, tablet
chlorinator, chlorine contact tank and cascade aeration %�, Itlh a dischar ge of treated wastewater into
Boyleston Creek. Certification of treatment design shall be provided prior to initialiorl of construction to
the. Asheville Regional Office This Certificate of Coverage is issued pursuant to the requirements of
itiortll Carolina and the US F_nvironnle.ntad Protection Agency Memorandum of A<<reement dated December
6, 1983 and as subsequently amended.
If any parts, measurement frequencies or sampling requirements contained in this ���eneral permit
arc: unacceptable to you, you have the right to submit all individual permit application and letter requesting
coverage under an individual permit. Unless such demand is made, this decision shalt be final and
binding. Please take notice this perrn.it is not. transferable. Part II, E.4. addresses the requirements to be
followed in case of change of ownership or control of this discharge.
The Aut.hOrization to Construct is issued in accordance with Part 1II. Paragraph 2 of NPDES
Permit No. NCG550000, and shall be subject to revocation unless the wastewater treatlTlent facilities are
constructed in accordance with theconditions and limitations specified in Permit No. NCG550000.
In the event tilttt the l"acilities fail to perform satisfac(orily, includinE, the creation of nuisance
conditions. the Permittee sh til take Immediate ccn-rccii":e- near>n, including those aS m�iy be required by this
Division, such ;IS the construction of additional or repl tccrllc!;t wastewater treatment or disposal facilities.
The Asheville RcLional (off -ice, telephone nurnher 51-6452, shall be notified "it least forty-
eietht (48) hours in advnncc of operation of thc installed r, ilities so that an in-pincc. inspection can bc.
made. Such 110(11 eating to rile rc`,iMnal supervisor shall be Made during the normal oCficc. hours C onl 8 00
a.rn. until 5:00 p.nl. On t111-01.1"h Frid,ty, cXcludin,' St<t(e 1-lOIRLtvs.
AI l .
,� � a v7,iv, „� �y �i�i�h}duvd i,i-; iUli �I ri i_ ;�y�r SV��n
P �). Box 29535, Raleigh, `dorlh Ca ,na 27326-0535 Telex! one 9' 733-7015 AX 919-7 ' 2496

Upon completion of' construction and prior to operation of' this permitted facility, a certification
must be received from a professional engineer certifying that the permitted facility has been. installed in
accordance with the NPDES Permit, (.he Certificate of Coverage, this Authorization to Construct and the
approved plans and specifications. Mail the Certilicat.ion to the Permits and Engineering Unit, P.O. Box
29535, Raleigh, NC 27626-0535.
A copy of the approved plans and specifications shall- be maintained oil file by the Permittee for the
life of the facility.
The sand rnedia of the sandfifter must comply with the Division's sand specifications. The
engineer's certification will be evidence that this certification has been II let.
A leakage test shall he. performed on the septic tank and dosing tank to insure that any exfiltration
occurs at a rate which does not exceed twenty (20) gallons per twenty -tour (24) hour per 1,000 gallons of
tank capacity. The engineer's certification will serve as proof of compliance with this condition.
Failure to abide by the requirements contained in this Authorization to Construct may subject the
Permittee to an enforcement action by the Division of Environmental Management in accordance with
North Carolina General Statute 143-215.6A to 143-215.6C.
The issuance of this permit does not preclude the Permittee from complying with any and all
statutes, rules, regulations, or ordinances which may he required by the Division of' Environmental
Management or permits required. by the Division of Land Resources, the Coastal Area Management Act or
any Federal or Local other governmental permit that may be required.
If you have any questions or need additional information, please contact Mack Wiggins, telephone
number 919/733-5083.
Sincerely,
Unginal Signed By
Pavid A, Goodrich
A. Preston Howard, Jr., P.E.
cc_ Henderson County Health Department
Training and Certification Unit
Gerald Haskins, Consulting Engineer

I?n �ineer's Certification
as a duly Teglstered Profes0onal Engineer In the State of Nonh
Carolina, laving been authorized to observe (periodically, weekly, Dull time) the construction of the
project, for the
Project Name Location
Permittee hereby stale that, to t.hc best. of nay abilities, clue. 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 �md specifications.
Signature _ Registration No
Date

STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT, HEALTH, AND NATURAL RESOURCES
DIVISION OF ENVIRONMENTAL MANAGEMENT
CERIFIFIC ATE OF COVERAGE
GENERtL PERMIT NO. NCG->0704
TO D-ISCHARGE DOMESTIC WASTEWATF'P'S FROM SINGLE FAMILY RESIDENCES AND OTHER.
DISCHARGES WITH S.PMII.I R' CI-IARAC"hERISTICS UNDER THE
NATIONAL POLLUTANT I.)ISCHARGE 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 Nonh Carolina Environmental Management Commission, and the
Federal Water Pollution Control Act, as amended.
G;nn Ffollitield
is hereby authorized to construct and operate a 360 GPD wastewater treatment facility consisting of a septic tank,
recirculating sand filter. chlorinator, chlorine coma,: tank, cascade aeration and associated appurtenances with the
dischar-e of treated wastewater from a facility locate t the
Holl.;eld Residence
on Turnpi!<_ Road 11CSR 13251
He,,-:erson County
to receiving waters designated as Boyleston Creek in ::e French Broad River Basin
in accordance with the effluent limitations, monitor,-g requirements, and other conditions set forth in Parts I, II. III
and IV hereof.
This certificate of coverage- shall become effective Se-teniber 26, 1994
This Certificate of Coverage shall remain in effect for a:he duration of the General Permit.
Sinned this day September 26. 1994
�firigir;�i Si
t,- Snecf
n }�
A\� HOW11-d..Jr., PA"... Direclor
Divisic,n f:nviwnntcntal Manaszcmenl
I3v ;\utter:. of the l:n\-irunniental N'1MW2.cntcnt C.OMMI5Si 011

ENGINEER'S CI: R'I'IFICA"ITION FOR CONSTRUCIAON OF TRLATMLNT FACILITII,S
I, . as a duly registered Professional I nginccr in the State
of North Carolina, having been authorized to observe (periodically, weekly, full time)
the construction of'
the project,
the Wye" hh"w
Permittee hereby state that, to
used in the observation of tine
to be built within oubstanu_il
specifications.
Signature
Date
MM
Location
the best of my abilities, clue care and diligence was
construction such that the construction was observed
compliance and intent of the approvcd plans and
Registration No.

I � ���i jam`,. � � ` _/��.�n
I

State of North Carolina
Department of Environment,
Health -and Natural Resources
Division of Environmental Management
James B. Hunt, Jr., Governor
Jonathan B, Howes, Secretary
Nann B. Guthrie, Regional Manager
Asheville Regiohdl Office
WATER QUALITY SECTION
Mr. Glenn Hollifield
c/o Carland Ford Tractor
Post Office Box 5096._..
'' ..
Henderson;i77
Dear Mr
August 30, 199
�a 28645
ubj ect : IvPD
Gle
Tur
Hend
R�,,s -o
U
4
S Per it Application >�
n Hollifield Residencl
ike Road ( SR 13 2 8 ) � d
rson County
We have reviewed the additional information received on. August 23,
1994. The plans and specifications for the project submitted to date are
inadequate for approval. The following information is needed:
1. Details of the connection of the recirculation pump to the
piping is needed to assure that easy_ removal and replacement
can be done. 4-Lam%` f-4
2. Details showing how the water supply will be cut off if a
pump or power failure occurs is needed. -Atiev— S�:1,i* -4;
3. Dual pumps are required by T15A: 02H .0219 (j) A second
pump must be on hand for replacement to comply with this
requirement, along with the documentation requested in number
one and two above. The plans should indicate that a second
pump will be available.
4. Calculations are needed showing how the recirculation ratio
is achieved. Valve(s) are needed to adjust the recirculation
ratio initially and as conditions change.
5. �Preliminary calculations indicate that the one inch pumpr11 �t-ri hut-1 nn 1 1 nP i s taa small. i.e. it introduces a
I t C I significant amount of head loss relative to the orifices. A
larger size of around two inches would be preferable. This
line as designed inside the 4 inch distribution pipe would
allow the possibility of septic tank effluent being discharged
to the chlorine contact basin. The pump discharge line must be
routed in such a manner to avoid this possibility. Routing
this line upstream of the sand filter would accomplish this and
avoid the need for sizing orifices in the small pipe.
Interchange Building, 59 Woodfin Place, Asheville, N.C. 28801 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

Glenn Hollifield
August 30, 1994
Page Two
6. The 1-1/2 inch pump discharge line is minimal for the rated
pump capacity. A larger size is recommended for reduced
velocity and headloss . C1.
7. A profile of the flow through the treatment system is
needed, including relative elevations of inlets and outlets.
8. Indicate the size and location of holes in the distribution
and collection piping.
9. A liner -for the sand -filter is required by .0219 (f).- The
six mil plastic specified does not. have sufficient structural
irate rity to comply with this requirement.
10. As stated in the design requirements in the Notice of
Intent for coverage under the general permit, rip -rap may be
used in lieu of the five step aerator. The aerator shown is
satisfactory, however, it may be more difficult and costly than
rip -rap.
11. Although the specified 50 foot buffer from a stream is
controlling in this situation, a 50 foot buffer from property
lines is also required. The specifications should be modified
to reflect this requirement. ,S11_1VCe_-_A_/
12. A vicinity map and site plan is needed show�Plr/
g how the
treatment system will be laid out on the property. G/�'�
Please submit the necessary revisions to this office for review.
you have any questions, you may call me at 704-251-6208
Sincerely, ✓ �I vll�l/
I
Paul R. White, P. E.
Environmental Engineer
Enclosure
xc= Gerald Haskins
Mack Wiggins
if

rate of North Carolina
►epartment of Environment,
Iealth and Natural Resources
ivision of Environmental Management
James B. Hunt, Jr., Governor
Jonathan B, Howes, Secretary
Nann B. Guthrie, Regional Manager
Asheville Regional Office
�EHIOIR
WATER QUALITY SECTION
August 30, 1994
Mr. Glenn Hollifield
c/o Carland Ford Tractor
Post Office Box 5096
Hendersonville, North Carolina, 28645
Subject: NPDES Permit Application
Glenn Hollifield Residence
Turnpike Road (SR 1328)
Henderson County
Dear Mr. Hollifield:
We have reviewed the additional information received on August 23,
1994. The plans and specifications for the project submitted to date are
inadequate for approval. The following information is needed:
1. Details of the connection of the recirculation pump to the
piping is needed to assure that easy removal and replacement
can be done.
2. Details showing how the water supply will be cut off if a
pump or power failure occurs is needed.
3. Dual pumps are required by T15A: 02H .0219 (j) . A second
pump must be on hand for replacement to comply with this
requirement, along with the documentation requested in number
one and two above. The plans should indicate that a second
pump will be available.
4. Calculations are needed showing how the recirculation ratio
is achieved. Valves) are needed to adjust the recirculation
ratio initially and as conditions change.
5. Preliminary calculations indicate that the one inch pump
distribution line is too small, i.e. it introduces a
significant amount of head loss relative to the orifices. A
larger size of around two inches would be preferable. This
line as designed inside the 4 inch distribution pipe would
allow the possibility of septic tank effluent being discharged
to the chlorine contact basin. The pump discharge line must be
routed in such a manner to avoid this possibility. Routing
this line upstream of the sand filter would accomplish this and
avoid the need for sizing orifices in the small pipe.
Interchange Building, 59 Woodfin Place, Asheville, N.C. 28801 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

Glenn Hollifield
August 30, 1994
Page Two
G. The 1-1/2 inch pump discharge line is minimal for the rated
pump capacity. A larger size is recommended for reduced
velocity and headloss.
7. A profile of the flow through the treatment system is
needed, including relative elevations of inlets and outlets.
8. Indicate the size and location of holes in the distribution
and collection piping.
9. A liner for -the sand filter is required by .0219 (f). The
six mil plastic specified does not have sufficient structural
integrity to comply with this requirement.
10. As stated in the design requirements in the Notice of
Intent for coverage under the general permit, rip -rap may be
used in lieu of the five step aerator. The aerator shown is
satisfactory, however, it may be more difficult and costly than
rip -rap.
11. Although the specified 50 foot buffer from a stream is
controlling in this situation, a 50 foot buffer from property
lines is also required. The specifications should be modified
to reflect this requirement.
12. A vicinity map and site plan is needed showing how the
treatment system will be laid out on the property.
Please submit the necessary revisions to this office for review. If
you have any questions, you may call me at 704-251-6208.
Sincerely,
Paul R. White, P. E.
Environmental Engineer
Enclosure
xc: Gerald Haskins
Mack Wiggins

FjWG 7 31994
�4ul--i--.-+_-: '3 lean Hot 1- ifZEi
To: Paul White: DEHNR, Asheville, N.C.
Regarding your letter dated July 18, 1994.
1. Valve locations: The short lift of the pump in recirculation with
the holes in the 1 inch in the sand filter and the 1/2" diameter
feeding the sanuril would not require a check valve. If the
recirculation is not balanced correctly we can add a valve both to the
1 inch and the 1/2 in pipes.
2. The system has been redesigned so 2 pumps are not required.
3. 5 areation steps are on the new print.]
4. For the pump used there is 45 GPM with a 10 foot head.
5. A pump tank, 1000 gallons with no baffle and a riser are now used.
The riser is cemented to the tank and 24 hour leak tested.
6. The recirculation ratio is achieved by using a 1 inch discharge
back into the filter and a 1/2 inch discharge into the clorinator.
This provides a 75 percent return to the sand filter. If more return
is needed item 1 will be incorporated.
7. The print shows the flow profile. It should be noted a dual sand
filter was recommended but the ground elevation requries more than 6
feet of drop for two filters. The land does not have that much
elevation in 100 feet and the system would have to be built above
ground which the owner does not want to do.
S. The hole size and locations are now on the print.
9. The liner is now shown on the print.
10. There is a automatic cutoff in case of system failure to prevent
water flow. The house is on a well so no discharge can occur during
power outage.
Yours respectfully,
c
Gerald Haskins
E�- 7L9

state of North Carolina
Department of Environment,
Health and Natural Resources
Division of Environmental Management
James B. Hunt, Governor p. E H N F�
Jonathan B. Howes, Secretary
Nann B. Guthrie, Regional Manager
Asheville Regional Office WATER QUALITY SECTION
July 18, 1994
Mr. Glenn Hollifield
c/o Carland Ford Tractor
Post Office Box 5096
Hendersonville, North Carolina 28645
Subject: NPDES Permit Application
Glenn Hollifield Residence
Turnpike Road (SR 1328)
Henderson County
Dear Mr. Hollifield:
We have reviewed the additional information received on July
12, 1994. The plans and specifications for the project submitted to
date are inadequate for approval. The following information is
needed:
1. Valve locations are needed on the piping.
2. Dual pumps are required by T15A: 02H .0219 (j).
3., At least five aeration steps are required instead of the
three indicated on the plans.
4. The pump capacity is needed, including curves or data on
output versus head.
5. The specifications should state how the culvert sections
are to be sealed at the joints.
6. Show how the recirculation ratio is to be achieved.
7. A profile of the flow through the treatment system is
needed, including elevations of inlets and outlets.
8. Indicate the size and location of holes in the distribution
and collection piping. V
9. A liner for the sand filter is required by .0219 (f).
Interchange Building, 59 Woodfin Place, Asheville, N.C. 28801 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

Lfield
Juiy 10, 1�194
Page Two
10. Power reliability requirements of .0219 (j) (B) are
needed. This can be met by either A, B, or C:
A. Automatically activated standby power supply on site,
B. Verification that the facility:
i. Is on a private water system which has automatic
shut-off at power failure and no elevated
storage,
ii. Has sufficient storage capacity that no
potential for overflow exists,
iii. Can tolerate septic wastewater due to prolonged
detention, or
C . Where the waters that would be impacted by a power
failure are classified as C Waters, the applicant may show
a history of power reliability that would demonstrate that
power reliability measures would not be needed.
- The concern is that the system may discharge inadequately
treated wastewater either to Boyleston Creek or to the groundwater
in the event of a power failure or failure of the recirculation pump
or system. It is recommended that you use a dual sand filter, which
does not require a pump, to avoid the power reliability measures
required by the regulations.
If you have any questions, you may call me at 704-251-6208.
Sincerely,.
Paul R. White, P. E.
Environmental Engineer
Enclosure
xc: Gerald Haskins
Mack Wiggins

Repartment
ate oNorth Carolina
of Environment,
Heahand Natural Resources
Division of Environmental Management
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
Nann B. Guthrie, Regional Manager
Asheville Regional Office WATER
�EHNR
QUALITY SECTION
June 21, 1994
Mr. Glenn Hollifield
c/o Carland Ford Tractor
Post Office Box 5096
Hendersonville, North Carolina 28645
Subject: NPDES Permit Application
Glenn.Hollifield-Residence
Turnpike Road (SR 1328)
Henderson County
Dear Mr. Hollifield:
We have reviewed the information submitted on the permit
application for the subsurface sand filter for a single family
residence, and have a need to request additional information. The
following information should be submitted to complete the
application:
1. The application.should specify a flow.
2. The application should describe the proposed treatment
facilities, including plans and specifications.
13. The application indicates that the discharge point is to be in
the drainage on the east side of the property, which is a
zero flow stream. The discharge point should be directly to
Boyleston Creek. The proposed discharge point should be
shown on a detailed map such as a 7.5 minute topographic
map with a scale of 1 inch = 2000 feet.
•4. The application should include a feasibility determination for
connecting<to the proposed Spring Lake system.1500' upstream-.
'5. The application should include a letter from the Health
Department addressing the availability of subsurface
disposal.
6.. Due to Mr. Gerald Haskins, engineer for the project, having
signed the application, he is listed as the applicant. If
he does not wish,to be the permit holder, he should submit
a revised application indicating Mr. Glenn Hollifield as
the applicant.
Interchange Building, 59 Woodfin Place, Asheville, N.C. 28801 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

Glenn Hollifield
June 21, .1994
Page Two
.7. The application should include a letter addressing the
availability of adjacent land. The letter should state at
minimum the adjacent property owners and their position on
supplying land which could be allocated toward subsurface
disposal. A general statement that adjacent land is not
available is not sufficient.
If you have any questions, you may call me at 704-251-6208.
Sincerely,
Q"� �UJIL)te
Paul R. White, P. E.
Environmental Engineer
Enclosure
xc: Gerald Haskins
Mack Wiggins

I
F"Ib,j _ct: NF�DE pe?=ii +_ :aF;-,+Ii motion for 4jle?n Ho.111 ieid re=iS�=Pe_
Turnpike Road (SR 1328) Henderson County
To: Attention, Paul White, P.E. Environmental Engineer State of
North Carolina Department ;of Environment, Health and Natural
Resources
Contained in this letter is a flow for the previously submitted
application of 360 0-pd. Also attached are letters of refusal for use
of surrounding land by owners. This also would not allow Glenn
Hollifield right of way to run his discharge into the proposed system
for Spring Lake.
If right of way was available the cost for running the discharge
to the Spring Lake sand filter system is�14,100 to provide a septic
tank, a pumping plant, a line with cemented cleanouts every 200 feet.
The line length is 2300 feet walked and measured by Glenn Hollifield.
Attachment E and F are the location and proposed treatment system.
Attachment D, is a letter from the Henderson County Health Dept.
The application now indicates that Glenn Hollifield is the
applicant.
Yours respectfully,
Gerald Haskins

Glenn R. Hollifield
P 0 Box 712
Horse Shoe, NC 28742
June 28, 1994
Paul Shoemaker
Horse Shoe, NC 28742
Dear Mr. Shoemaker,
I am requesting permission to locate the septic system for my
property off SR 1328 in Horse Shoe, NC on a portion of your
property or the opportunity to purchase suitable property
for a septic system for my res�Aerice.
Sincerely,
Glenn R. Hollifield
Permission Granted
Permission Denied X
PauA.Shoemaker
Paul Shoemaker

Glenn R. Hollifield
P 0 Box 712
Horse Shoe NC 28742
June 28, 1994
Roger Buckner
Horse Shoe, NC
Dear Mr. Buckner,
I am requesting permission to locate the septic system for my
property off SR 1328 in Horse Shoe, NC on a.portion,of your
property or the opportunity to purchase suitable property
for a septic system for my residence.
Sincerely,
Glenn R. Hollifield
Permission Granted
Permission Denied
Rog r BuZIA
R er Buckner

l
Glenn R. Hollifield
P 0 Box 712
Horse Shoe, NC 28742
June 28, 1994
NCDHND
Division of Environmental Management
59 Woodfin Place
Asheville, NC 28801
ATTN: Paul White:
Dear Mr. White:
Using the maps in the Agricultural Stabilization and Conservation
Service Office I have determined that the distance from my
property to the community septic system in Spring Lake is approximately
2300'. I would have to cross the property of Paul Shoemaker and
Leo Jackson.
Sincerely,.
Glenn R. Hollifie d

�rn�rrsuu C�ouu#� �eu�l#l� �e�.tt�r.#men#.
1347 SPARTANBURG HIGHWAY
HENDERSONVILLE, NORTH CAROLINA
THOMAS L. JOHNSON 28792
DIRECTOR
TELEPHONE
FAX [phone]
[phone]
December 3, 1993
CAROL KAUFMAN, M.D.
MEDICAL DIRECTOR
FAX
[phone]
Mr. Glen Hollified
416 Eade Road
Etowah, NC 28729
Dear Mr. Hollifield:
This letter is in reference to your property on Boyleston Creek in Mills River/
Etowah area of Henderson County, Pin #08-00501. The entire 4.5 acre tract was
evaluated by this Department and found to be unsuitable for any type of ground -
absorption septic system currently available under .15A NCAC 18A .1900. This is
why you have been denied an Improvements Permit and we have recommended the
installation of a discharge system. For more detailed information, please see
disapproval 21789. If you require additional information or have any questions,
do not hesitate to ask.
j }
Sincerely,
6 1� ( J� /(J�i�� R.. <
David S. E waf R.S.
Environme tallth Specialist
DSE:mfd '

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F
SOC PRIORITY PROJECT: No
IF YES, SOC NUMBER
TO: PERMITS AND ENGINEERING UNIT
WATER QUALITY SECTION
ATTENTION: Mack, Wiggins
DATE: June 21, 1994
NPDES STAFF REPORT AND R.ECOMIlVIENDATION
COUNTY Henderson
PERMIT NUMBER NCG550704
PART I - GENERAL INFORMATION
1.
2.
0
4.
Facility and Address: Glenn Hollifield Residence
C/O Carland Ford Tractor
P. O. Box 5096
Hendersonville,. NC 28645
Date of Investigation: June 17, 1994
Report Prepared By: Paul White
Persons Contacted and Telephone Number:
Gerald Haskins 704-693-7493
Glenn Hollifield
704-692-4672
5. Directions to Site: From the intersection of SR 1316 (Ray Hill
Road) with Hwy 280 2.3 miles SW of Mills River, turn south on SR
1316 for 0.5 miles and turn right on SR 1328 (Turnpike Road).
Proceed 0.5 miles to driveway at end of tobacco patch on.right.
Proceed north on private.drive 0.2 miles to site for house. .
6. Discharge Point(s), List for all discharge points:
Latitude: o Longitude: o "
The application listed the discharge point as in a small branch on
the east side of .the property, which is a zero flow stream
(drainage area approximately 30 acres). The property has access
to Boyleston Creek, which should -be shown as the discharge point
in the application. A request for this revision should be made..
Attach a USGS map extract and indicate treatment facility site and
discharge point on map.
U.S.G.S. Quad No. F8SE U.S.G.S. Quad Name Horseshoe
[/' Page 1

7. Site size and expansion area consistent with application? yes
Yes No If No, explain:
8. Topography (relationship to flood plain included): The property
consisted.'of a flood plain and a steep, narrow ridge. The flood
map. indicates a 100 year flood plain 150' to 200 ' from creek at
this' location. Layout of system appears to protect from this
flood.
9. Location of nearest dwelling: 500'
10. Receiving stream or affected surface waters: Boyleston Creek
(Pending correction of application)
a. Classification: C
b. River Basin and Subbasin No.: 04-03-02
C. Describe receiving stream features and pertinent downstream
uses: Receiving stream has a sandy, gravelly bottom and a
floodplain 100' to 300 ' wide. WS-IV protected area for the
proposed City of Asheville water supply intake begins 2000'
downstream. Other downstream uses include fish and wildlife
propagation, fishing, wading, and agriculture.
PART II - DESCRIPTION OF DISCHARGE AND TREATMENT WORKS
1. a. Volume of wastewater to be permitted MGD (Ultimate
Design Capacity) Application does not specify flow.
b. What is the current permitted capacity of the Wastewater
Treatment facility? none
C. Actual treatment capacity of the current. facility (current
design capacity none
d. Date(s) and construction activities allowed by previous
Authorizations to Construct issued in the previous two years:
none
e. Please provide a description of existing or substantially
constructed wastewater treatment facilities: none
f. ' Please provide a description of proposed wastewater treatment
facilities: Application does not provide'a description of the
proposed facilities.
g. Possible toxic impacts to surface waters: Chlorine, ammonia,
cleaning chemicals.
h. Pretreatment Program (POTWs only):
in development approved
should be required not needed
2.. Residuals handling and utilization/disposal scheme: not provided.

a. If residuals are being land applied, please specify DEM
Permit Number
Residuals Contractor
Telephone Number
b. Residuals stabilization: PSRP PFRP OTHER
C. Landfill:
d.- Other disposal/utilization scheme (Specify):
3. Treatment plant classification (attach completed rating sheet): I
4. SIC Codes(s): n/a
Wastewater Code(s) of actual wastewater; not particular facilities
i.e., non -contact cooling water discharge from a metal plating
company would be 14, not 56.
Primary 04 Secondary
Main Treatment Unit Code: 4407
PART III - OTHER PERTINENT INFORMATION
1. , Is this facility being constructed with Construction Grant Funds
or are any public monies involved. (municipals only)? no
2. Special monitoring or limitations (including toxicity) requests:
no
3. Important SOC, JOC, or Compliance Schedule dates: (Please
indicate)
Date
Submission of Plans and Specifications
Begin Construction
Complete Construction
4. Alternative Analysis Evaluation: Has the facility evaluated all
of the non -discharge options available. Please provide regional
perspective for each option evaluated.
Spray Irrigation: Insufficient area to meet buffers on owner's
property, slope and soil depth limitations, (see enclosed
letters). Need documentation of availability of adjacent land.
Connection to Regional Sewer System: The Spring Lake Development
has applied for a discharge permit approximately 1500 feet
upstream on Boyleston Creek. Feasibility of connecting to this
proposed system should be submitted.
Page 3

Subsurface: Conventional system not approved by the Henderson
County Health Dept. Letter should be submitted addressing
suitability of any subsurface systems.
Other disposal options:
5. Other Special Items:
PART IV - EVALUATION AND RECOMMENDATIONS
The following items are needed to evaluate the application:
1. The application should specify a flow.
2. The application should describe the proposed treatment
facilities, including plans and specifications.
3. The application indicates that the discharge point is to be in
the drainage on the east side of the property, which is a
zero flow stream. The discharge point should be directly to
Boyleston Creek.
4. The application should include a feasibility determination for
connecting to the proposed Spring Lake system 1500' upstream.
5. The application should include a letter from the Health
Department addressing the availability of subsurface
disposal.
6. Due to Mr. Gerald Haskins, engineer for the project, having
signed the application, he is listed as the applicant. He
does not wish to be the permit holder. He should submit a
revised application indicating Mr. Glenn Hollifield as the
applicant.
7. The application should include a letter addressing the
availability of adjacent land. The letter should state at
minimum the adjacent property owners and their position on
supplying land which could be allocated toward subsurface
disposal. A general statement that adjacent land is not
available is not sufficient.
A letter is being sent to Mr. Hollifield requesting these items.
When this new information is received and evaluated, it will be
forwarded to Mack Wiggins along with a recommendation.
Si ure o R r Preparer
10
ater Qual' y R gional Supervisor
CO
Date
Page 4

State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Soil & Water Conservation.
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
MEMORANDUM
E:)EHNF=1
DIVISION OF SOIL AND WATER CONSERVATION.
ASHEVILLE REGIONAL OFFICE
October 28, 1993
TO: Paul White, Environmental Engineer
Division of Environmental Management
FROM: John B. Allison
Regional Soil Scientist
SUBJECT: Glenn Hollifield Property
On October 14, 1993, you and I investigated property in Henderson
County owned by Glenn Hollifield to determine its suitability for a non -
conventional sewage ground absorption system. Mr. Hollifield's property
consisted of a floodplain and a steep escarpment. The floodplain soil is poorly
drained, having a watertable at or near the surface. The soil on the steep
escarpment is well drained. A description of a typical pedon follows:
A--O to 4 inches; dark yellowish brown (10YR 3/4) loam; moderate
medium granular structure; friable; 10 percent by volume shale
gravel, 2 percent channers; clear smooth boundary.
Bt--4 to 20 inches; yellowish red (5YR 4/6) silty clay loam;
moderate medium subangular blocky structure; friable; 15 percent by
volume shale gravel, 5 percent channers; clear wavy boundary.
R--20+ inches; highly fractured shale.
TABLE OF PROPERTIES
A Bt
Available Water Capacity (in/in) 0.15• 0.18
Permeability (in/hr) 3.00 1.00
Total Water Storage (in)
Field Capacity 0.60 2.88
Saturation 1.10 5.50
Interchange Building, 59 Woodfm Place, Asheville, N.C.28801 • Telephone [phone]
An Equal Opportunity Affirmative Action Employer

RECOMMENDATIONS
LOW PRESSURE PIPE SYSTEM (LPPS)
1. The soil on the escarpment does not meet the 24 inch minimum depth
requirement for a LPPS. However, if there is enough land available,
design modifications can be made to compensate for the shallow depth.
2. The escarpment exceeds the 10 percent maximum slope requirement for a
LPPS, however, design modifications may be possible to overcome this
limitation.
3. If the above two limitations can be overcome, I recommend a long term
acceptance rate of 0.10 gallons per day per square foot of trench.
4. Install the trenches on level and on contour.
SPRAY IRRIGATION SYSTEM
1. Total field capacity of the soil on the steep escarpment is about 3.5
inches of water per 20 inches of soil. Infiltration rate is about 3
inches of water per hour at the surface and 1 inch per hour at the top of
the subsoil.
2. Application rate for spray irrigation should not exceed 0.3 inch per hour
to avoid runoff and should not add more that 1.0 inch of water to the soil
per application to avoid saturation of the surface layer which would
result in lateral seep at the top slope - floodplain boundary.

1
State of North Carolina
Department of Environment,
Health, and Natural Resources 4 •
Division of Environmental Management
James B. Hunt, Jr. Governor. ID E H
Jonathan B. Howes, Secretary
Nann Guthrie, Regional Manager
Asheville Regional Office
WATER QUALITY SECTION
November 2, 1993
Mr. Glenn Hollifield
c/o Carland Ford Tractor
Post Office Box 5096
Hendersonville, North Carolina 28645
Subject: NPDES Permit Application
Turnpike Road (SR 1328)
Boyleston Creek
Henderson County
Dear Mr. Hollifield:
I have received the report from the soils investigation by Mr.
John Allison of the Division of Soil and Water Conservation, which
was done on October 14, 1993. Based on this investigation and a
copy of the plat of the property which you provided, this site would
not be suitable for a spray .or drip irrigation system. There are
limitations to the acceptance of the wastewater due to slope and
shallow soil depth. In addition, there is inadequate area for
buffers to property lines and the stream for surface. disposal. If
additional property is available, we could consider this option
further. However, based on the information received to date, we
would not recommend that a spray or drip irrigation permit for
on -site wastewater disposal be issued for this site.
There are some efforts underway to establish some type of
centralized wastewater facility for Spring Lake Subdivision. This
could be an option,which would allow you to connect to. If this is
to be a reality in the near future, you should explore the cost of
connecting to this system.
If you wish to apply for a discharge permit, please submit the
following items:
1. A letter from the Henderson County Health Department
addressing the availability of an on -site subsurface
disposal system.
2. A statement to the effect that additional property is not
available in the immediate area.
Interchange Buiding, 59 Woodfin Place, Asheville, N.C. 28801
Tnln..h.�no Inn /751-�7nA Fav 7n4 /751-(.754

Hollifield
ber 2, 1993
Page Two
3. Three copies of a completed application. The application
form is enclosed.
4. A check or money order for the application fee of. $240.00
payable to the N. C. Department of Environment, Health,
and Natural Resources. (The $400.00 fee stated in the
application is incorrect.)
5. Location map.
6. Plans and. specifications, including location on the
property, buffers, and detailed drawings of each
component. For the General Permit, the treatment system
must consist of a septic tank, dual or recirculating sand
filter, disinfection, and post aeration.
Most of this information is requested on the application form.
The classification of Boyleston Creek in this area is "C". While
this is not required for a single family residence, you may wish to
hire an engineer to complete the application and necessary plans and
specifications. If not, it is suggested that you provide
preliminary drawings to the Asheville Regional Office for review to
assure that a complete and acceptable application package is
submitted. I have enclosed some standard drawings with minimum
design standards for your use.
Also enclosed is a copy of the general permit and an
application form. If you have any questions, .you may call me at
704-251-6208.
Sincerely,
Paul R. White, P. E.
Environmental Engineer
Enclosure
xc: Henderson County Health Department

o /,\j
GLif-tik)
<�TURNPIKE
// effill INNEFF, 7

SCALE FOR CLASSIFICATION OF WATER POLLUTION CONTROL SYSTEMS
Jrle of Facility: GL�A//j� (�c� LL/����/ /�rs
Owner or Contact Person:
Mailing Address: S/n CAI.9AI-b P-09b-TR&Tvl7 PO i S-6 9(_ / cat/ �i'S�AJ(JiLu
County: 4GNPC-_-R.SatLj Telephone.- -7nq - 69 -WS7Z.
Present Classification: &ZR New r=acility x Existing Facility
NPDES Per. No. N(4OS567o!� Nondisc- Per. No.WQ Health Dept -Per No.
Rated by: p4u (_ c,Wq/ jG Telephone: _;�q- ,ZV -4 Date: -L/-%
Reviewed by: Health Dept. Telephone:
!� Regional Office
Central Office
ORC:_ w//q Grade:.
Check Class ificaUon(s): Subsurface Spray Irrigation
Wastewater Classification: (Circle One) D II III IV
Telephone: �o- Z53 GZog
Telephone:
Telephone:
Land Application
Total Points:
IN -PLANT PROCESSES AND RELATED CONTROL EQUIPMENT WHICH ARE AN INTEGRAL PART OF INDUSTRIAL PRODUCTION SHALL
NOT BE CONSIDERED WASTE TREATMENT FOR THE PURPOSE OF CLASSIFICATION ALSO SEPTIC TANK SYSTEMS CONSISTING
ONLY OFSEPTICTANK ANDGRAVITYN(TRIR 8T10NLINFS8BE EXEMPTFRCLAS.IFI ATION
SUBSURFACE CLASSIFICATION
(check all units that apply)
1. septic tanks
2. pump tanks
3- siphon or pump -dosing systems
4. sand filters
5. grease trap/mlerceptor
6. oil/water separators
7- gravity subsurface treatment and disposal:
8- pressure subsurface treatment and disposal:
SPRAY IRRIGATION CLASSIFICATION
(check all units that apply)
1- preliminary treatment (definition no. 32 )
2. lagoons
3. septic tanks
4. pump tanks
5. pumps
6- sand filters
7. grease trap/interceptor
8. oil/water separators
9- disinfection
10. chemical addition for nutrient/algae control
11. spray irrigation of wastewater
In addition to the above classifications, pretreatment of wastewater in excess of these
components shall be rated using the point rating system and will require an operator with an
appropriate dual certification.
LAND APPLICATION/RESIDUALS CLASSIFICATION (Applies only to permit holder)
I. Land application of biosolids, residuals or contaminated soils on a designated site.
--------------------
WASTEWATER TREATMENT FACILITY CLASSIFICATION
The following systems shall be assigned a lass lassification,
unusually complex, to require consideration he Commission onunless
accase-by-case the basis: (Check ow is of a li9Appro uantity oatehe technology is
1• Oil/water Separator Systems consisting only of physical separation, pumps and disposal; Appropriate)
)
2. Septic Tank/Sand Filler Systems consisting only of septic tanks, dosing apparatus, pumps,sand filters, disinfection
and direct discharge;
3- Lagoon Systems consisting only of preliminary treatment, lagoons, pumps, disinfection, necessary chemical
treatment for algae or nutrient control, and direct discharge;
4- Closed -loop Recycle Systems;
5- Groundwater Remediation Systems consisting only of pumps, air -stripping, carbon adsorption, disinfection and
disposal;
6- Aquaculture operations with discharge to surface walers:
7- Water Plant sludge handling and back -wash water lreatmtr%
8- Seafood processing consisting of screening and disposal.
9. Single-family discharging systems, with the exception of Aerobic Treatment Units, will be classified if permitted
after July 1, 1993 or if upon inspection by the Division, it is found that the system is not being adequately operated
or maintained. Such systems will be notified of the classification or reclassification by the Commission• in writing.

IT cm
ro,rs
/w"ux* Pre'""/m"* o"^s a( mo"u^u P*/"m="w pun"**"oow"uio,No. o) ......... .........................................
.
ocsmw FLOW oFPLANT /m�pm[not applicable m""""=/o"ninal"ocooling °al.~.sludge handling
facilities for
water v"aica/io*"u.totally closed cycle "ys*""(s"definition No. `/). and facilities
consisting
only o/ Item (^)(«/ n' .'om, (w(«) and (`')(m|
v2o.000.................................. .............................................................................................................
/
20.00/ m,0oo'.......................................... ............................... ............... -..........................
....--'z
50.00/ /ov.0oo................................................................................... ...... -......................................
3
100o01zsumm...................................................................................................................................
zm/m/ sovovo...................................................................................................................................
5
ew/m, /.00000u................................................................................................................................
8
/.000.001 z000mm................................................................................................. __....................
`o
z/mo�o1 �n oM rate ` point additional :x""m2nv/mo mmc�am' "vmo
�
maximum of........................................................................
zo
Design rm~ (gvo
(x)
PRELIMINARY UNITS/PROCESSES (see definition wv.3u
(a)
marucmom...............................................................................................................................................
`
o,
(b)
Mechanical Screens. Static Screens ",Comminuting Devices ...........................................................................
2
(n)
Grit Removal ...............................................................................................................................................
or
(u)
Mechanical mAerated Grit Removal .............................................................................................................
2
(°}
Flow Measuring Device ------'_---.....--..._---'_--------_-_-_--.`
o,
/
/ommmumvu Flow Measurement .-----------_------------_----------.
2
n>
pmxootivn................................................................................................................................................
2
(h)
Influent Raw
(/)
Grease mOil Separators Gravity .................................................................................................................
z
Mechanical ..--.---------_----'--'_--'--_--'-'--'----'------..
3
DissolvedAir Flotation ................................................................................................................................
8
(U
pmcmnnozovo..........................................................................................................................................
5
(4)
PRIMARY TREATMENT
UNITS/PROCESSES
a>
Septic Tank (see definition No. xV.............................................................. .............................................
z
o
Imhoff Tank ._----'---_----------------'----_---_--------.
5
(c)
Primary Clarifiers ..........................................................................................................................................
(«)
Settling Ponds Settling Tanks for
purification plants, sand. gravel, stone, and other mining operations except recreational
mining)water
activities such as gem or gold
(s)
ueoowcmnrn�s�w�nown��:uo��s�-----------------------------------'-
(a)
Carbonaceous Stage
<o Aeralion-High Purity Oxygen System -------------------.zv
Diffused Air ------'_---------.`o
Mechnical Air System floating-' - -rotor)
e�---parate av� ����x��-- --`-.---``--'-``-''--``-.--�
(/V Trickling Fihor
mu» Rate ...........................................................................................
7
StandardRate ................................................................................................................
5
Packed T"noc'-------------_-__-_--'_'_----..
5
oii> Biological Aerated Filter mAerated
/«
(iv)um*»�°�m»-----------------------------------'
M Rolati
("V o"ou Filters -intermittent biological .--------------'_----------.
2
Recirculating biological ------'-----'--_'------'-.--.-~..3
Stabilization Lagoons .....................................................................................................
5
(viw Clarifier ...........................................................................................................................
5
(m Single stage system for combined carbonaceous rftval of000 and nitrogenous
removal by nitrification (see definition No. 12)(Points for this item have to be in
�`-
utilizingthe extended aeration process (see xm/nitionwv.3^) ...........................................
utilizing other than the extended aeration process ............. ..............................................
o
(4 Nutrient additions menhance Buuremoval ......................................................................
5
(xi) Biological um"m ('S"p"ougsl"wxmo........................................................................
5
(u)
Nitrogenous smo
(/) Aeration
# Trickling Rate ._-_-'--'----------'--_------_.
7
u=w^m Rate .............................................................................................................
's
Packed ro°"c'--_-------_------_-_--...------s
Recirculating biological .....................................................................................................
cxMa5
(6)
TERTIARY onADVANCED mEATMENT UNnS/PmOCESSES
(°)
xuivamoCarbon u"os
without carbon *o^"""u/u......................... ......................... ..................................................
5
withcarbon mo""oralio".......................................................................................................
`5
(o)
Powdered or Granular Anvated Carbon Food
mm°"/corb""mu^^"ra/io"--------------------------------.
5
withcarbon regeneration .......... ................................................................ .........................
`,
">
Air -------------------------'-----'1 ...................................
5
(^)
o""»mic"w"Process ..............................................................................................................................
`n
<">
sleuw -----_-------------'--------__________..
5
o/
Foam Separation ................................... ....................... .......... ... .............................................................
5

!.;;;!;iJr r7:;ning op• .!d i.n. by !gill ",to d:1li:IliUn ..
_....._
FIomov :! by Biological rmco sos (:-Imo 6-,5ndion No. 26) ... . .
with anration ......... ................ ....
(ij Post A1jr;rl:en casCadO...................... 0
diffused or mechanical 2
(rn)
..............................................................................................
Reverse Osmosis........................................................................................................................................5
'-
((t)
Sand or Mixed -Media Filters - low rate............................................................................................'--'....2
highrate.....................................................................5
(o)
Treatment processes for removal of mataf or cyanide...................................................................................1
5
(p)
treatment processes for removal of toxic materials other than metal or cyanide..............................................1
5
(7)
SLUDGETREATMENT
(a)
Sludge Digestion Tank - Healed (anaerobic)...............................................................................................10
Aerobic.............................................................................'----......5
Unhealed(anaerobic)............................................................................................................................3
(b)
Sludge Stabilization (chemical or thermal)....................................................................................................5
(c)
Sludge Drying Beds - Gravity...................................................•----------................_.._..........,.....................2
Vacuum Assisted.Z............. ......... --...... •------------------ .......... .......... ....---- .................... ...................................
5
(d)
Sludge Elulriation............................................................................ ....................... .................................
5
e
Sludge Co'nditioner chemical or thermal ....................5
(I)
Sludge Thickener (gravity).......................•-•-------.............---...................---...............------..............................5
(g)
Dissolved Air Flotation Unit [not applicable to a unit rated as(3)(i)).............................................................8
(h)
_ Sludge Gas Utilization (including gas storage).............................................................................................2
(i)
Sludge Holding Tank - Aerated .................................................. --:...............................................................
5
Non-aerated...........................................•--........----..........----------------........................---........................•.....2
( j )
Sludge Incinerator (not including activated carbon regeneration)................................................................1
0
Vacuum Filter. Centrifuge. or Filter Press or other similar dewatering devices...................................................1
-- —
0
(8)
RESIDUALS UTILIZATION/DISPOSAL (including incinerated ash) _
(a)
Lagoons.................................................................................................................................................2
(b)
Land Application (surface and subsurface) (see definition 22a)
by contracting to a land application operator or landfill operator who holds the land
applicationpermit or landfill permit ..............................................................................................................
2-... ... .
(c)
Dedicated Landfill(burial) by the permittee of the wastewater treatmentfacility............................ _.................5
(9)
DISINFECT)l
(a)
Chlorination
5
(b)
Dechlorination ..................... .....:................
.5
(c)
Ozone ................
5
(d)
Radiation .............. ....................................................... ....................
5
(1 0)
CHEMICAL
ADDITION SYSTEM(S) ( see definition No. 9) [not applicable to chemical additions rated as Item
(3)(j),
(5)(a)(xi),. (6)(a), (6)(b), (7)(b). (7)(e), (9a), (9)(b) or (9)(c) 5 points each:
List—
....................................... 5
............................................•--.....................................................................---••---.. ...5
.................................... ...................................................................................................5
_......................................................................•------.......................................................5
(1 1)
MISCELLANEOUS
UNITS/PROCESSES
(a)
Holding Ponds, Holding Tanks or Settling Ponds for Organic or Toxic Materials including wastes
from mining operations containing nitrogen or phosphorus compounds in amounts significantly
greater than is common for domestic wastewater.........................................................................................4
(b)
Effluent Flow Equalization (not applicable to storage basins which are inherent in land application
systems) ..........................•---........------....------..................................................................2
(c)
Stage Discharge (not applicable to storage basins inherent in land application systems)..................................5
(d)
Pumps...............................................................................'-------'-.............................................................3
(e)
Stand -By Power Supply...............:........------..............................................................................................3
(I)
Thermal Pollution Control Device..........................................................................................
3
TOTALPOINTS ..........................................................................
CLASSIFICATION
ClassI .................................. ......................................................................... 5-25 Points
ClassI1.............................................. ---------- ................................................ 26-50 Points
classlll........................................................................................................51-65 Points
---------------------------------------------------------
ClassN......................................................................................................66-Up Points
lilies having a rating of one through four points, inclusive, do not require a certified operator.
lilies having an activated sludge process will be assigned a minimum classification of Class if.
lilies having treatment processes for the removal of metal or cyanide will be assigned a minimum classification of Class II.
lilies having treatment processes for the biological removal of phosphorus will be assigned a minimum classification of Class III.
------------------------------------------------------------
DEFINITIONS
'ollowing definitions shall apply throughoul this Subchapter. .
clivated Carbon Beds. A physical/chemical method for reducing soluble organic material from wastewater elfluent; The column -type beds used in this method will have
v rate varying from two to right gallons per minute per square tool and.may be oilher upflow or downflow carbon beds. Carbon may or may not be regenerated on dw
)water treatment plant site:
eratod Lagoons. A basin in which all solids are maintained in suspension and by which biological oxidation. or organic manor is reduced through anificiany accelerated
for of oxygen on a flow through basis;
oration. A process of bringing about intimate contact between air or high purity oxygen in a liquid by spraying, agitation or diffusion -Pa) Extended Aeration. An
lod sludge process utilizing a minimum hydraulic detention time of 18 hours.
griculturally managed silo. Any site on which a crop is produced, managed, and harvested (Crop includes grasses, grains, trees, etc.):
r Stripping. A process by which the ammonium ion is first convoned to dissolved ammonia (pH adjustment) with the arnmava then roleasod to the atmosphere by
cal moans; ur other similar processes which remove petroleum products such as benzene- toluene, and xylone:
arbon Regenuration. iho rogenoration of exhausted carbon by o,a use of a furnace to provide extremely high lormporatures which volabhzu and oxidize the absorbed
ilies:
arbonacuous Stage. A slags of wastewater tealmanl dosignad to achieve -secondary- eheuent limits:
entrilugo. A mochanical dovico in which centrifugal :onto is used to sNparale solids from liquds or to soparate liquids of different do, s Uus,
comical Adoition Systems- The addition of chemicals) to waslowatur at an application point IN purposes of improving solids removal. pin adjus tnent, alkalinity control
the capability 10 oxpuninunt with different chemicals and different appl,cation pants to achiovo a specific result will be consid—cl one syslon,; Iha capa Nlity to add

chonucal(s) to dual units will be rated as one system; capability to add a chemical at a different application points lot different purposes will result in the systems being
-too as sopa(ab) systems;
(10) Chu nwCM Slu.Jgo Corhborvng. Tao addiUon of a ctomcal compound such as lime, ferric chloridn of n polynh,dr to wet sludge to coalesce tha mass prior to its
application to a dowalwaig duvico;
(11) Closed Cycle Systems. Use of holding ponds of holding tanks for containment of wastewater containing inorganic. non -toxic materials from sand, gravel. croshod
stone or other similar operations. Such systems shall carry a maximum of two points regardless of pumping facilities or any other appurtenances:
(12) Combined Removal of Carbonaceous BOD and Nitrogenous Removal by Nitrification- A single stage system roofed to achlove permit otfluenl limits on BOO and
ammonia nitrogen within the same biological reactor;
(13) Dechlorination. The partial or complete reduction of residual chlorine in a liquid by any chemical or physical process:
(14) Deritrification Process. The conversion of nitrate -nitrogen to nitrogen gas:
(15) Electrodialysis. Process for rocnoving ionized salts from water through the use of ion -selective ion -exchange membranes; -
(16) Filler Press. A process operated mechanically Inc partially dewatering sludge-
(17) Foam Separation. The planned frothing of wastewater or wastewater-eMuent as a means of removing excessive amounts of detergent materials through the
Introduction of air in the form of fine bubbles; also called loam fractionation;
(18) Grit Removal. The process of removing grit and other heavy mineral matter from wastewater;
(19) Imholl Tank. A deep two story wastewater tank consisting of an upper sedimentation chamber and a lower sludge digestion chamber.
(20) Instrumented Row Measurement- A device which indicates and records rate of flow;
(21) Ion Exchange. A chemical process in which ions from two different molecules are exchanged;
(22) land application: .
(a) Sludge Disposal- A final sludge disposal method by which wet sludge may be applied to land either by spraying on the surface or by subsurface irjection (i.e..
chisel plow); (not applicable for types of sludge described in (11) of this Rine]:
(b) Treated Effluent. The process of spraying treated wastewater onto a land area or other methods of application of wastewater onto a lard area as a means of final
disposal or treatment; .
(23) Microscreen. A low speed, continuously back -washed, rotating drum filler operating under gravity conditions as a polishing method for removing suspended solids
from effluent;
(24) Nitrification Process. The biochemical conversion of unoxictzed nitrogen (ammonia and organic nitrogen) to oxidized nitrogen (usually nitrate);
(25) Nitrogenous Stage- A separate stage of wastewater treatment designed for the specific purpose of converting ammorla ritrogen to nitrate nitrogen;
(26) Phosphate Removal, Biological- The removal of phosphorus from wastewater by an oxic/anoxic process designed to enhance luxury uptake of phosphorus by the
microgrganisms;
(27) Polishing Pond. A holding pond following secondary treatment with sufficient detention time.to allow setting of finely suspended solids;
(28) Post Aeration. Aeration following conventional secondary treatment units to increase effluent D.O. or for any other purpose;
(29) Post Aeration. (Cascade) A polishing method by which dissolved oxygen is added to the effluent -by a normecharical, gravity means of Bowing doom a series of
steps or weirs: -The flow occurring across the steps or weirs moves in a fairly thin layer and the operation of the cascade requires no operator aduslment: thus, zero
points are assigned even though this is an essential step to meeting the firrits of the discharge permit;
(30) Powdered to Granular Activated Carbon Feed. A biophysical carbon process that utilizes biological activity and organic absorption by using powdered or granular
activated carbon: Virgin or regenerated carbon is feed controlled into the system; .. - .. .- . ____ ......
(31) Preaeration- A tar* constructed to provide aeration prior to primary treatment;
(32) Preliminary Units. Unit operations in the treatment process, such as screening and comminution, that prepare the liquor for subsequent major operations;
(33) Industrial Pretreatment. "-- -
(a) Pre-treatrnent Unit, Industrial. The conditioning of a waste at Its source before discharge, to reprove or to neutralize substances Injurious to sewers and treatment
processes or to effect a partial reduction in load on the treatment process which is operated by the same governing body as the wastewater treatment plant being
rated;
b) Pre-treatment Program, Industrial - must be a State or EPA required program to receive points on the rating sheet;
(34) Primary Clarifiers. The first settling tanks through which wastewater Is passed in a treatment works for the purpose of removing settleable and suspended solids and
BOD which is associated with the solids;
(35) Pumps. All influent, effluent and implant pumps; -
(36) Radiation. Disinfection or, sterilization process utilizing devices emitting ultraviolet or gamma rays;
(37) Reverse Osmosis. A treatment process in which a heavy contaminated liquid is pressurized through a membrane forming nearly pure liquid tree from suspended solids;
(38) Rotating Biological Contractors. A fixed biological growth process in which wastewater flows through tanks in which a series of partially submerged circular surfaces
are rotated-
(39) Sand Filters:
(a) Intermittent Biological. Filtration of effluent following septic tanks, lagoons, or some other treatment process in which further biodeconposiflon is expoctsd to
produce desired effluents: Hydraulic loading rates on these fillers are computed in gpd/ac and have a resulting low gpm/sf (less than one) -
b) Recirculating biological - the same type of sand filler as defined in Subparagraph (39) (a) of this Rule with the added capability to recycle effluent back through the
sand filter:
(40) Sand or Mixed -Media Fillers. A polishing process by which effluent limits are achieved through a further reduction of suspended solids;
(a) low rate -- gravity, hydraulically loaded filter with loading rates In the one to three gpm/sf range;
(b) high rate -- a pressure, hydraulically loaded filter with loading rates in the rive gpm/sf range; At any rate, the loading rate will exceed three gpm/sf;
(41) Secondary Clarifiers. A tank which follows the biological unit of treatment plant and which has the purpose of removing sludges associated with the biological
treatment units;
(42) Separate Sludge Reaeration. A part of the contact stabilization process where the activated sludge is transferred to a tank and aerated before returning it to the
contact basin;
(43) Septic Tank. A single -story settling tank in which settled sludge is in contact with the wastewater flowing through the tank; shall not be applicable for septic tank
systems serving single family residences having capacity of 2.000 gallons or less which discharge to a nitrification field;
(44) Sludge Digestion. The process by which orgaric or volatile matter and sludge is gasified, liquefied, mineralized or converted into more stable organic matter through
the activity of living organisms, which includes aerated holding tanks;
(45) Sludge Drying Beds. An area comprising natural or artificial layers of porous materials upon which digested sewage sludge is dried by drainage and evaporation;
(46) Sludge Elutriation. A process of sludge conditioning in which certain constituents are removed by successive washings with fresh water or plant elfluent-
(47) Sludge Gas Utilization. The process of using sewage gas for the purpose of healing buildings, driving engines, etc.;
(48) Sludge Holding Tank (Aerated and Nonaerated). A tank utilized for small wastewater treatment plants not containing a digester in which sludge may be kept fresh,
and supernatant withdrawn prior to a drying method (i.e. sludge drying beds); This may be done by adding a small amount of air simply to keep the sludge fresh, but not
necessarily an amount that would be required to achieve stabilization of organic matter. A nonaerated tank would simply be used to decant sludge prior to dewatering and
would not allow long periods (several day% —of detention) without resulting odor problems;
(49) Sludge Incinerators. A furnace designed to bum sludge and to remove all moisture and combustible materials and reduce the sludge to a sterile ash;
(50) Sludge Stabilization (Chemical or Thermal). A process to make treated sludge less odorous and putrescible, and to reduce the pathogenic organism content- This may
be done by pH adjustment, chlorine dosing, orby heat treatment-
(51) Sludge Thickener. A type of sedimentation lank in which the sludge is permitted to settle and thicken through agitation and gravity;
(52) Stabilization Lagoon. A type of oxidation lagoon in which biological oxidation of organic matter is effected by natural transfer of oxygen to the water from air (not a
polishing pond);
(53) Stand -By Power Supply. On site or potable electrical generating equipment;
(54) Static Screens. A stationary screen designed to remove solids, including non-bhodegradable particulate (6oatable solids, suspended solids and BOD reduction) from
municipal and industrial wastewater treatment systems;
(55) Tertiary Treatment. A stage of treatment following secondary which Is primarily for the purpose of effluent polishing; A setting lagoon or sand or coal filter might be
employed for this purpose;
(56) Thermal Pollution Control Device. A device providing for the transfer, of heat from a fluid flowing in tubes to another fled outside the tubes, or vice versa- or other
means of reguiating liquid temperatures;
(57) Thermal Sludge *Conditioner. A corickitioning process by which heal is added for a protracted period of lime to improve the dowalorabitity of sludge by the solubilizing
and hydraulizing of thhe smaller and more highly hydrated sludge particles;
(58) Toxic Materials. Those wastes or combinations of wastes, Including disease -causing agents which after discharge and upon exposure, ingestion. Inhalation or
assimilation into any organism, either directly from the errvirorrmenl or indirectly by Ingestion through food chains, will cause death, disease, behavioral abnormalities,
cancer, genetic mutations. physiological malfunction (including malfunctions in reproduction) or physical deformations, in such organisms or the-v offspring; Toxic materials
Include, by way of illustration and not limitation: load, cadmium, chromium, mercury, vanadium, arsenic, zinc, ortho-ritro-chiorobenzene (ONCB), polychlorinated biphenyts
(PCBs) and dichloroddphhenyl trichhloroelhhane (DDT); and any other materials that have or may hereafter be determined to have toxic properties.
(59) Trickling Filter. A biological treatment unit consisting of a material such as broken stone or rock over which wastewater Is distributed; A Notate trickling filler is one
which operated at between 10 and 30 mgd per acre. A :ow rate trickling filler Is one which is designed to operate at one to four mgd per acre-
(60) Trickling Filter (Packed Tower). A plug flow type of operation in which wastewater flows down through successive layers of mecca or filtrate material; Organic material
Is removed continually by the active biological fixed growth In each successive layer. This method may produce 'secondary- quality effluent, a may be adapted to
produce a nitrified effluent;
(61) Vacuum Filter, Centrifuges, or Filter Presses. Devices which are designed to remove excess water from either digested of undigested sludge prior to disposal of
further treatment.

State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Environmental Management
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
June 8, 1994
Gerald Haskins
PO Box 1839
Hendersonville, NC 28793
ID
Subject: NPDES General Permit Application
Application Number NCG550704
Glenn Hollifield Res.
Henderson County
Dear Mr. Haskins:
This is to acknowledge receipt of the following documents on June 1, 1994:
X Completed Notice of Intent (Application Form),
X Engineering Proposal (for proposed control facilities),
Request for permit renewal,
X Application processing fee of $400.00,
Engineering Economics Alternatives Analysis,
Engineering Plans and Specifications
Local Government Signoff,
Source Reduction and Recycling,
Interbasin Transfer,
Other:
The items checked below are needed before review can begin:
Completed Notice of Intent (Application Form),
Engineering proposal (see attachment),
Application Processing Fee of $,
Delegation of Authority (see attached),
Biocide Sheet (see attached),
Engineering Economics Alternatives Analysis,
Engineering Plans and Specifications
Local Government Signoff,
Soured Reduction and Recycling,
Interbasin Transfer,
Other:
If the application is not made complete within thirty (30) days, it will be returned to you and may
be resubmitted when complete.
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
' d , An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

;)lication has been assigned to Mack Wiggins (gign33-5083) of our Permits Unit for
IUVIUW. You will be advised of any comments, recommendations, questions or other information
necessary for the review of the application.
I am, by copy of this letter, requesting that our Regional Office Supervisor prepare a staff report
and recommendations regarding this discharge. If you have any questions regarding this
application, please contact the review person listed above.
Sincere ,
Col n Sullins, P.E.
cc: Asheville Regional Office
Permit Application File

4 _ �5
Stine of North Carolina
DePartment of Environment, Health and Natural Resources
Division of Environmental Nlanamnent
512 North Sa11Sbu1-)' Strict n Raleigh, iNoi-tli Carolina 27611
James B. Hi.int, Jr., Governer
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E.
Director
NOTICE OF INTENT
Application for Coverage under General Permit NCG550000; Single Family Domestic Units
1. Name, Address , location, and telephone number of facility requesting Permit.
A. Official Naive:
B. Mailing Address: --- _—_— — `---- —
(1)Street Address;—
(2)City;
(3)State; -- - ---- --- —_—_
(4)Zip; - ------ ----- --
(5)County;
C. Location. (Attach map delineating general facility location)
{1)5treet Address; _
(2)City;—
(3)State;
()
1 Count
y,''o�tu
D. Telephone Number;
2. Facility Contact:
B. Title; �-
C. Coinpany Name; _ �� -mod 3—>' r.C7 _ �� ,r '� •°ems
D. Phone NTumber;
3. Application type (check appropriate selection):
A. New or Proposed;
B. Existing; If previously permitted, provide pen -nit number _
and issue date __
C. Modification,
(Describe the nature of the modification):________ '
I'
i. �'•��' it
4. Description of discharge.}
A. Please state the number of separate discharge points.
I B. Please describe the amount of wastewater being discharged per each separate discharge point.
(C)-sign flow is based on 120 GPD/bedroom with a minimurn of 240 GPD/ home)
I, `f J gallons per day (gpd) 2•------ (gPd) 3: (jpcl) 4:-- (gpci)
r i
Page 1.
r

C. Check the duratio rid frequency of the discharge, per each separate: discharge point
1.Contir,uous:
?_,Intermittent (please describe):__
3.Seasonal: (check the month(s) the discharge occurs):January [ ];February [ ];March [ j; April [ ],
May [ I; June [ I; July [ ]:,August [ ]; September [ ]; October [ ]; November [ ]; December [ ].
4.How many days per week is there a discharge?(check the days the discharge occurs)
Monday [ ]; Tuesday [ j, Wednesday [ ], Mursday [ ],Friday [], Saturday [ j, Sunday [ j.
S.How much of the volume discharged is treated? (State in percent) _, 222)_%
I
D.IDescribe the type of wastewater bein discharged. (please list any known toxants being
discharged frorn this residence); j-/c���L f=�� - Lc( T - G��t�rr=�[ e.K�sr�
J�e:d'�GP`j
E. Check the appropriate type of treatment being used to treat the wastewater,
1. Septic Tank;
2. Sand Fiiter(s); _
3. Recirculating Sand Filter(s);_
4. Chlorination; I�-
5. Other form of disinfection(specify); _
b. Aera tion(specify type);
7. Other(describe, be specific)-
1 'I
8. Please describe in detail the information checked above. (Include specifics for each check; to
include: type, dimensions, treatment amounts, design volumes, retention times for each
system, manufacture's specifics and contractor's specifics) Existing treatment facilities
should be described in detail and design criteria or operational data should be provided I
�I !
(including calculations) to ensure that the -facility can comply with requirements of
the General Permit.The following are the minimum design requirements needed for each of
!
�I
the treatments listed above:
li
a.Septic Tank; Minimum tank septic tank size shall be 750 gallons for two bedrooms and
900 for > bedrooms.
bedrooms
I
i Ii I,
i
gallons three � Division r i
The Division recommends the use of a 900 gallon tank for '
a two bedroomand a 1200 gallon tarok for a three bedroom unit. If excavation into
bedrock is necessary for the septic tank or sand filter then a liner of at least 10 nim
thickness shall be provided for the septic tank and/or sand filter.
o
b. Sand Filters; These shall be used to provide secondary treatment. For the sand filters,
the loading rate shall be no less than 1.15 1 per square foot of filter. The;
Recirculatin- Sand Filter should be able to handle 5.0 GPD per square foot with no more
than. a 3:1 recirculating ratio. Sand shall conform to the Division's standards of 0.35 to
0.5 mm 3.0
effective size, uniformity coefficient, and 0.5% dust content.
c. Chlorination; The chlorine contact chamber shall have at least a 30 :minute detention
time. The volume should be calculated as follows: `Joluine (gallons)= (design flow x
0.5)/ 24 hours. Discharge pipe from the chlorinator shall be
` w
perforated.
d.Cascade aeration should consist of a 5 step concrete trough but may also be aZade of rip �; ;•II:}
PI g Y
NOTE:
Construction of anwastewater treatment facilities require submission of tluee (3) sets of plans!!
d
and specification's. along with their application. Design of treatment facilities must comply
with requirement 15A NCAC 2H .0138. If construction, applies to the,, discha>ge, include the '
three sets of plans and specifications with the application.
13
�5 Name of receiving water: T ,,,�+, ���t Y
g Classification:
!
i
I�+II
i
li (,'I I'q
i (Attach a USES topographical map
IIi
_
with' all discharge o s —�
p snit(,,) clearly marked),"
I
�
f
I I
i � ,
it
j
I I I I
Page 2
i i i j I Ii
i
., n ..�... _ ._�_....._.�_._.
�:_.:�•_ I I � fl I '. � _ ' 1 �I�'--

Is the discharge directly to the receiving water?(Y,N)^_
f no, state specifically tine discharge point. Mark clearly the pathway to the potential receiving
eaters Ion the site map. (This includes tracing the pathway of the storm sewer to its discharge point,
f a storm sewer is the only viable ineans of discharge.)
?lease address possible non -discharge alternatives for Lhe following options
A. Connection to a Regional Sewer Collection System; lcio"T—
B. Subsurface Disposal; r(oT
C. Spray Irrigation; �C.% �'%`� /3-U�/i-i �q�rs� �
(9 I c
'I
8. I certify that I am familiar with the information contained in the application and that'to the best of
my knowledge and belief such ilforination is true, complete, and accurate.
'Printed Name of Person Signing
Title(1--cQ<9 rC'-°-e�F-C L���LC', gel
Date Application Signed -S -22� --t
Signature of Applicant �'
I (LOET.k�C�13 1Nlt G \l yRAI STAT=-. 14,,3_15,y W ( P IL`J-Q)E—STHAL
Any person who knowingly makes any false statement, representation, or certification in any
Ii application, record, report, plan or other document files or required to be maintained under Article 21 or
regulations or the Environnneniil Management Commission implementing that Article or who falsifies,
� g p g
rs inaccurate any recording or monitoring device or method required to
t�zmpexs with'or knowingly rende
be operated or raintained 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 $10,000, or by imprisonment not to exceed six months, or by both. (18 U.J.C. Section 1001 provides
a punishment by a fine of not more than $10,000 or imprisonment not more than 5 years, or both, for a
similar offense.)
Notice of Intent must be accompanied by a check or money order for $,100.00 made payable to the North
Carolina Department of Environment, Health, and Natural Resources. Flail three (3) copies of entire
package to:
i, Division of Environmental Mananment
NPDES Permits Group
Post l Office Bok 29535
ill it �Ri �' gh, North Carolina 27626-0535
I I i
' Ili I Ip
Page 3
I 'T �I' I I ,� ^j I i•;
EF
.I r.

E135,0 4,+'rOUNTY HEALTH DEPARTMENT
,TIC TANK K SYSTEM IMPROVEMENTS PERMIT �
Call 692-4226 betvueen 6 �.m. -14.30 m.'
II
II'I+�' III, V N"'•
IIICI� PLETION, PERMI Call Between 7:30 a.m. � 6:30 a.m.
�I
Pdin
nerrnitllIV issued by the Hendersonl County Health Department to construct
alll�he a rk hereby descr&d.IThe construction shall be made in compliance
with the iklDlyision of I Envilronmental Health Laws I and Rules for Ground
Absorptio+n See` 6ge'Treatment and Disposal Systems"and this permit.
Owner— l i 6itzJ I4-1CtiLF 0 -k-> i' Date <I` i&-el
Building Contractor
Lot #i j 'Development
l
I ; $D, T
Location P-�Rtit�(G� _ —
.r v n e v a- O WI Y 1 V 1 �➢ {`�i L .7 a a"7'Y 7n l , ,
II
! PERMIT NUMBER •ii `
I E ' A4
I
o f NO 2f�7'89 ,II , Ifls
}}yy I ,AAA\ (1 ; ' '
",WI tt II I 1 111,111 Iw•k1 S:.yE a
�II
PIN # f
Approved ❑',
Disapproved
New Construction
Repairs ❑
I I
I II
Pre -Existing Tank ❑
i
Notify department in advance' for'any,l
-- - I I — — --- changes needed. J.
House; Il Nobile Home El I! I Other Zoning regulations may be in effect in your.I i
area, before proceeding with construction;%
N' otI . I B14III eIJtItdjl1II,I;'�+fff�,�,l.,l
(�;�DII,e.;. s�. .i;��LhII.�I g,�In F,l�IIIl o�'I; w ,iIII G,tIPi�IDII�� I
check
heck with
ith the'
�;+Ijit..�.�rI'I,�1lII✓He'nde'i+I rsj�IA,II,�I ori{�I'IIn C_+1o_,vl,}'u
tnIi
,ctJ_�'I'
y Z
;te
w5o�i(I,IIIII'1l
n'.�hj,i�l��t!�I�!
ri•,.n
I �ttg
Officer or Inspection Department.BasementYNo Basement Plumbing Yes ❑ No
Hater SuPermit valid for 5 years from date of issuance
IIjlI _ .I'I
�
ir' IIip❑ Repairs to be completed within thirty (30) days. L��Lot Size, Slope UM�4� % Max. TreeBotto Depth —,
Tank Size' I Drain Field Sq. Ft.
Stone' Depth Inches Applic. Rate Issu By:
-NVIRONMENTAL HEAL E IA
LI i
1O LY FOR PRESCRIBED ABOVE S�ALEReceldN i ��<SD«
7- LAF 2`Pt t ��Z CI—i
iij1 lril
i
II I l,
(l.'
lily
`
ti „t
,
t' ..^
,y !Lli I ! 1 F. � i ' t III f , ii o I J I'• I I I II 111. �,I �fi. t.
�JI'.
' II,I`I
If
,{ I I I
it ll I I!il i51 II lljil l(� � III, 1':I! 1 � t l7 iij ll: 1 I � (fl ItI 1'''E Pl t I'If I I q! it'll Ij,l 11lt '
t t .t .. tr„a=iv.• � :7��w>. ul.. ,...i.:.:... �J---l:::.tl�Y...r �.....,n.: s _.a.�aL-r1�t_u:...- ...,..1..--m,.l.._.........._� _.�...._..__._•_':___...�....._._.... � _.. �._.._._�a_.._.. I it

X
I
z- zt-1622, F- 5
G�4.4 Cr eO,4 J em73
�r

N. C. DEPARTMENT OF ENVIR0NMENT, HEALTH,
AND NATUF.AL RESOLiRCES
ASHEVILLE REGIONAL OFFICE
DIVISION OF ENVIRONMENTAL MANAGEMENT
WATER QUALITY SECTION
TO:
FAX #�
FROM:
FAX ##: [phone]
DATE: ) r�— — 2—�( �3
## OF PAGES INCLUDING ^'H1S COVER.-
MESSAGE: �II questions, please call 704/25 -6208.

j� S ,53 - 9 b 9 -�,nY AY
-z7z 2 7� --� b-)

Interchange Building, 59 Woodfin Place,
An Equal Opportunity

04

Pat McCrory
Governor
Wilma D. Trahan
175 Remington Trail
MillsRiver, NC 28759
Dear Permiee:
NC®ENR
North Carolina Department of Environment and Natural Resources
Division of Water Resources .
Donald R. van der Vaart
Secretary
February 20, 2015
Subject: NPDE-S General'Permit NCG550000
Certificate of Coverage (C®C) NCG550704
175 Remington Trail
Hpn' derson Codnty
Division personnel have reviewed and approved your request for ownership change of the subject.certificate of
coverage received on January 18, 2015. This permit modification documents the change of ownership of the above'
reference facility.
Please find enclose the revised Certificate of Coverage. The terms and conditions contained in the General Permit
remain unchanged and in full effect. This revised Certificate of Coverage is issued under the requirements of North
Carolina General Statutes 143-215.1 and'the Memorandum of Agreement between North Carolina and the U.S.
Environmental Protection Agency.
If you have any questions concerning this permit, please contact the Stormwater Permitting Unit at telephone number 919-
807-6300.
incere ,
S. Jay Zimmerman
cc: NPDES General Permit Files
4^ tC -iig �M
+A�eSrlda�Renilalb(lffiec
-EH ED u;
Division of 1Nater Resources ~
MAR - 3 2015
Water Quality Regional operations
Asheville Regional QFf r

TATE OF NORTH CAROLINA
DEPARTMENT up- ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER RESOURCES
General Permit NCG550000
Certificate of Coverage NCG550704
DISCHARGE OF DOMESTIC WATEWATER FROM SINGLE FAMILY RESIDENCES AND OTHER 100% DOMESTIC
DISTARGES WITH SIMILAR CHARACTERISTICS UNDER THE
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
(NPDES
In compliance with the provision of North Carolina General Statute 143-215.1, other lawful standards and regulations • :
promulgated and adopted by the North Carolina Environmental Management Commission, and the Federal Water
Pollution Control Act„ as amended;
Wilma'.D. Trahan
is hereby authorized to operate a wastewater, treatment facility for the discharge of treated domestic wastewater [<1000
gallons per day] from a facility located at:
175 Remington Trail
Mills River.
Henderson County
to receiving waters designated as an unnamed tributary to Panther Creek in subbasin 04-03-03 of
the French Broad River Basin in accordance with the effluent limitations, monitoring requirements,
and other conditions set forth in Parts I, II, III and IV hereof.
This certificate of coverage shall become effective February 20, 2015
This Certificate of Coverage shall remain in effect until the General Permit expires July 31, 2018.
Signed this day February 20, 2015.
S.
WZimmerman
ting Director, Division of Water Resources
By Authority of the Environmental Management Commission

North Carolina Department of Environment and Natural Resources
Pat McCrory, Governor
I. Please enter the CoC number for which the change is requested.
Donald R. van der Vaar , Secretary
Certificate of Coverage
fy ?� 5 1 0 1 7 1 0 14
II. Please provide the following for the requested change (revised permit).
a. Request for change is a result of:
® Change in ownership of the residence/property
Name change of the facility or owner
If other please explain:
r -u `(J o olve-.P, � ,0 o &1 -5ed t e-J
b. Permit will be issued to (company
v
name, if applicable):
c. Person legally responsible for permit:
jn% �� �j j�, -j' A A/
First MI Last
® wwe-P
Title
RECEiVED/DEIVRIDVIIR
7 `S M "v c, To "r �F'. A
Permit Holder 19ailing Address
rFti 01
rLLS Vynz / 'f oZ( 7S `�
City State Zip
Water Quality
(31.$) 69 i JIL dA-5'IJtaNA,,, 0X'¢l{oo,
Permitting Section
Phone -mail Address
d. Facility name (discharge):
175 Remington Trail
e. Facility address:
175 Remington Trail
L LS , �� Address
NC _2�_z
City State Zip
f. Facility contact person:
1`G 41 A 0, TEA
First MI Last
Phone E-mail Address
III. Permit contact information (if different from the person legally responsible for the permit)
Permit contact:
First MI Last
Title
Mailing Address
City State Zip
Phone E-mail Address
IV Will this permitted facility continue to discharge the same volume and type of wastewater as
prior to this ownership or name change?
® Yes
❑ No (please explain)
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NCG5500i WNERSHIP CHANGE FORM
Page 2 of 2
VI. Required Items: THIS APPLICATION WILL BE RETURNED UNPROCESSED IF ITEMS
INCOMPLETE OR MISSING:
This completed application is required for both name change and/or ownership change
uests.
❑ Legal documentation of the transfer of ownership (such as relevant pages of a contract deed,
or a bill of sale) is required for an ownership change request. Articles of incorporation are
not sufficient for an ownership change.
.....................................................................................................................
The certifications below must be completed and signed by the new applicant in the case of an ownership
change request.
APPLICANT CERTIFICATION
I, 4-0 , attest that this application for a name/ownership change has been reviewed and is accurate and
complete to the best of my knowledge. I understand that if all required parts of this application are not
completed and that if -all required supporting information is not included, this application package will be
returned as incomplete.
Signature Date
....................................
PLEASE SEND THE COMPLETE APPLICATION PACKAGE TO:
NC DENR / DWR / NPDES
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
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PDES Permit Standard Conditions
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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. These samples shall be
representative of the wastewater discharged during the sample period.
3/Week
Samples are collected three times per week on three separate calendar days. These samples shall be representative of
the wastewater discharged during the sample period.
Act or "the Act"
The Federal Water Pollution Control Act, also known as the Clean Water Act (CWA), as amended, 33 USC 1251, et.
seq.
Annual Average
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 Day
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 Week
The period from Sunday through the following Saturday.
Calendar Quarter
One of the following distinct periods: January through March, April through June, July through September, and
October through December.
Composite Sample
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
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(4) Constant time/constant volume: a series of grab samples of equal volume collected over a 24-hour period at a
constant time interval. Use of this method requires prior approval by the Director. This method may only be
used in situations where effluent flow rates vary less than 15 percent. The following restrictions also apply:
➢ Influent and effluent grab samples shall be of equal size and of no less than 100 milliliters
➢ Influent samples shall not be collected more than once per hour.
➢ Permittees with wastewater treatment systems whose detention time < 24 hours shall collect effluent grab
samples at intervals of no greater than 20 minutes apart during any 24-hour period.
➢ Permittees with wastewater treatment systems whose detention time exceeds 24 hours shall collect effluent
grab samples at least every six hours; there must be a minimum of four samples 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. For pollutants expressed in other units of measurement, the
"daily discharge" is calculated as the average measurement of the pollutant over the day. (40 CFR 122.2; see also
"Composite Sample," above.)
Daily 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. 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).
DWR or "the Division"
The Division of Water Resources, Department of Environment and Natural Resources.
Effluent
Wastewater discharged following all treatment processes from a water pollution control facility or other point source
whether treated or untreated.
EMC
The North Carolina Environmental Management Commission
EPA
The United States Environmental Protection Agency
Facility Closure
Cessation of all activities that require coverage under this NPDES permit. 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 level]") shall be considered = 1.
Grab Sample
Individual samples of at least 100 mL 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).
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Hazardous Substance
Any substance designated under 40 CFR Part 116 pursuant to Section 311 of the CWA.
Instantaneous flow measurement
The flow measured during the minimum time required for the flow measuring device or method to produce 'a result in
that instance. To the extent practical, instantaneous flow measurements coincide with the collection of any grab
samples required for the same sampling period so that together the samples and flow are representative of the discharge
during that sampling period.
Monthly Average concentration limit
The arithmetic mean of all "daily discharges" of a pollutant measured during the calendar month. In the case of fecal
coliform or other bacterial parameters or indicators, the geometric mean of such discharges.
Permit Issuing Authoritv
The Director of the Division of Water Resources.
Quarterly Average (concentration limit)
The arithmetic mean 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 CWA.
Upset
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 limit)
The arithmetic mean of all "daily discharges" of a pollutant measured during the calendar week. In the case of fecal
coliform or other bacterial parameters or indicators, 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 CWA 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
CWA for toxic pollutants and with standards for sewage sludge use or disposal established under section
405(d) of the CWA 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 CWA provides that any person who violates section[s] 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 $37,500 per day for each violation. [33 USC 1319(d) and 40 CFR
122.41(a)(2)]
c. The CWA 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
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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. [33 USC 1319(c)(1) and 40 CFR 122.41(a)(2)]
d. Any person who knowingly 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.
[33 USC 1319(c)(2) and 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 $16,000 per violation, with the maximum amount of any Class I penalty assessed not to exceed
$37,500. Penalties for Class II violations are not to exceed $16,000 per day for each day during which the
violation continues, with the maximum amount of any Class II penalty not to exceed $177,500. [33 USC
1319(g)(2) and 40 CFR 122.41(a)(3)]
2. Duty to Mitigate
The Permittee shall take all reasonable steps to minimize or prevent any discharge or sludge use or disposal in
violation of this permit with 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 NC-GS 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
this permit to any circumstances, is held invalid, the application of such provision to other circumstances, and the
remainder of this permit, shall not be affected thereby [NCGS 150B-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. DILty 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 unless permission for a
later date has been granted by the Director. (The Director shall not grant permission for applications to be
submitted later than the expiration date of the existing permit.) [40 CFR 122.21(d)] 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. Signato1y 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 122.22]
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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]. NO OTHER STATEMENTS OF CERTIFICATION WILL BE ACCEPTED:
7 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 qual f ed 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 offines 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(f)].
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 02H .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 02H .0105(b)(2)
may cause this Division to initiate action to revoke the permit.
Section C. Operation and Maintenance of Pollution Controls
1. Certified Operator
Owners of classified water pollution control systems must designate operators, certified by the Water Pollution
Control System Operators Certification Commission (WPCSOCC), of the appropriate type and grade for the
system, and, for each classification must [T15A NCAC 08G .0201J.
a. , designate one Operator In Responsible Charge (ORC) who possesses a valid certificate of the type and grade at
least equivalent to the type and grade of the system;
b. designate one or more Back-up Operator(s) in Responsible Charge (Back-up ORCs) who possesses a valid
certificate of the type of the system and no more than one grade less than the grade of the system, with the
exception of no backup operator in responsible charge is required for systems whose minimum visitation
requirements are twice per year; and
c. -submit a signed completed "Water Pollution Control System Operator Designation Form" to the Commission
(or to the local health department for owners of subsurface systems) countersigned by the designated certified
operators, designating the Operator in Responsible Charge (ORC) and the Back-up Operator in Responsible
Charge (Back-up ORC):
(1) 60 calendar days prior to wastewater or residuals being introduced into a new system; or
(2) within 120 calendar days following:
➢ receiving notification of a change in the classification of the system requiring the designation of a new
Operator in Responsible Charge (ORC) and Back-up Operator in Responsible Charge (Back-up ORC)
of the proper type and grade; or
➢ a vacancy in the position of Operator in Responsible Charge (ORC) or Back-up Operator in
Responsible Charge (Back-up ORC).
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(3) within seven calendar days of vacancies in both ORC and Back-up ORC positions replacing or designating
at least one of the responsibilities.
The ORC of each Class I facility (or the Back-up ORC, when acting as surrogate for the ORC) must:
➢ Visit the facility as often as is necessary to insure proper operation of the treatment system; the treatment
facility must be visited at least weekly
➢ Comply with all other conditions of 15A NCAC 08G .0204.
The ORC of each Class 11, III and IV facility (or the Back-up ORC, when acting as surrogate for the ORC) must:
➢ Visit the facility as often as is necessary to insure proper operation of the treatment system; the treatment
facility must be visited at least five days per week, excluding holidays
➢ Properly manage and document daily operation and maintenance of the facility
➢ Comply with all other conditions of 15A NCAC 08G .0204.
2. Proper Operation and Maintenance
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)].
NOTE: Properly and officially designated operators are fully responsible for all proper operation and maintenance
of the facility, and all documentation required thereof, whether acting as a contract operator [subcontractor] or a
member of the Permittee's staff.
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
H.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.
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(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.
(1) of this section.
5. Upsets
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 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: Any 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) of this permit.
(4) The Permittee complied with any remedial measures required under Part II.B.2. of this permit.
c. 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 except as permitted
by the Commission. The Permittee shall comply with all applicable state and Federal regulations governing the
disposal of sewage sludge, including 40 CFR 503, Standards for the Use and Disposal of Sewage Sludge; 40 CFR
Part 258, Criteria For Municipal Solid Waste Landfills; and 15A NCAC Subchapter 2T, Waste Not Discharged To
Surface Waters. 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 02H .0124) 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 representative of the permitted discharge.
Samples collected at a frequency less than daily shall be taken on a day and time that is representative of the
discharge for the 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 122.410)].
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 last calendar day of the month 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:
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NC DENR / Division of Water Resources / Water Quality Permitting Section
ATTENTION: Central Files
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
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% 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
Laboratories used for sample analysis must be certified by the Division. Permittees should contact the Division's
Laboratory Certification Section (919 733-3908 or http://portal.nedenr.org/web/wq/lab/cert) for information
regarding laboratory certifications.
Facilities whose personnel are conducting testing of field -certified parameters only must hold the appropriate field
parameter laboratory certifications.
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
304(g), 33 USC 1314, of the CWA (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 122.41].
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 CWA 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].
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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 122.411:
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;
e. The analytical techniques or methods used; and
f. The results of such analyses.
8. Inspection and Entry
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 by
law, to;
- a. Enter, at reasonable times, 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 CWA, 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 122.41(1)]. 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)(1); or
c. The alteration or addition results in a significant change in the Permittee's sludge use or disposal practices, and
such alteration, 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(1)(2)].
4. Transfers
This permit is not transferable to any person without prior written notice to and approval from the Director in
accordance with 40 CFR 122.61. The Director may condition approval in accordance with NCGS 143-215.1, in
particular NCGS 143-215. 1 (b)(4)b.2., and may require modification or revocation and reissuance of the permit, or
a minor modification, to identify the new permittee and incorporate such other requirements as may be necessary
under the CWA [40 CFR 122.41(1)(3), 122.61] or state statute.
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5. Monitoring Reports
Monitoring results shall be reported at the intervals specified elsewhere in this permit [40 CFR 122.41(1)(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 using test procedures
approved under 40 CFR Part 136 and at a sampling location specified in this permit or other appropriate
instrument governing the discharge, the results of such monitoring shall be included in the calculation and
reporting of the data submitted on the DMR.
6. Twenty-four Hour 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 122.41(1)(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 Noncom lip ance
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(1)(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 122.41(1)(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 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. Also see reporting requirements for municipalities in Part IV.C.2.c. of this permit.
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. 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.
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11. Penalties for Falsification of Reports
The CWA 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 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 primarily collect or treat municipal or domestic wastewater and have
an average annual flow greater than 200,000 gallons per day 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.
The report shall be sent to:
NC DENR / Division of Water Resources / Water Quality Permitting Section
ATTENTION: Central Files
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
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PART III
OTHER REQUIREMENTS
Section A. Construction
a. The Permittee shall not commence construction of wastewater treatment facilities, nor add to the plant's treatment
capacity, not change the treatment process(es) utilized at the treatment plant unless (1) the Division has issued an
Authorization to Construct (AtC) permit or (2) the Permittee is exempted from such AtC permit requirements
under Item b. of this Section.
b. In accordance with NCGS 143-215.1(a5) [SL 2011-3941, no permit shall be required to enter into a contract for the
construction, installation, or alteration of any treatment work or disposal system or to construct, install, or alter any
treatment works or disposal system within the State when the system's or work's principle function is to conduct,
treat, equalize, neutralize, stabilize, recycle, or dispose of industrial waste or sewage from an industrial facility and
the discharge of the industrial waste or sewage is authorized under a permit issued for the discharge of the
industrial waste or sewage into the waters of the State. Notwithstanding the above, the permit issued for the
discharge may be modified if required by federal regulation.
c. 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, 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 (100 µg/L);
(2) Two hundred micrograms per liter (200 µg/L) for acrolein and acrylonitrile; five hundred micrograms per liter
(500 µg fl for 2,4-dinitrophenol and for 2-methyl-4,6-dinitrophenol; and one milligram per liter (1 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';
(1) Five hundred micrograms per liter (500 µg/L);
(2) One milligram per liter (1 mg/L) for antimony;
(3) Ten times the maximum concentration value reported for that pollutant in the permit application.
Section D. 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 adverse
impacts to waters of the State. This permit cannot be rescinded while any activities requiring this permit continue at the
permitted facility.
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PART IV
SPECIAL CONDITIONS FOR MUNICIPAL FACILITIES
Section A. Definitions
In addition to the definitions in Part II of this permit, the following definitions apply to municipal facilities:
Indirect Discharge or Industrial User
Any non -domestic source that discharges wastewater containing pollutants into a POTW regulated under section
307(b), (c) or (d) of the CWA. [40 CFR 403.3 (i) and 0) and 15A NCAC 02H .0903(b)(11)]
Interference
Inhibition or disruption of the POTW treatment processes; operations; or its sludge process, use, or disposal which
causes or contributes to a violation of any requirement of the Permittee's (or any satellite POTW's if different from the
Permittee) NPDES, collection system, or non -discharge permit or prevents sewage sludge use or disposal in
compliance with specified applicable State and Federal statutes, regulations, or permits. [15A NCAC 02H
.0903(b)(14)]
Pass Through
A discharge which exits the POTW into waters of the State in quantities or concentrations which, alone or with
discharges from other sources, causes a violation, including an increase in the magnitude or duration of a violation, of
the Permittee's (or any satellite POTW's, if different from the Permittee) NPDES, collection system, or non -discharge
permit. [15A NCAC 02H .0903(b)(23)]
Publicly Owned Treatment Works (POTW)
A treatment works as defined by Section 212 of the CWA, which is owned by a State or local government organization.
This definition includes any devices and systems used in the storage, treatment, recycling and reclamation of municipal
sewage or industrial wastes of a liquid nature. It also includes the collection system, as defined in 15A NCAC 2T
.0402, only if it conveys wastewater to a POTW treatment plant. The term also means the local government
organization, or municipality, as defined in section 502(4) of the CWA, which has jurisdiction over indirect discharges
to and the discharges from such a treatment works. In this context, the organization may be the owner of the POTW
treatment plant or the owner of the collection system into which an indirect discharger discharges. This second type of
POTW may be referred to as a "satellite POTW organization." [15A NCAC 02H .0903(b)(26)]
"Significant Industrial User" or "SIU"
An Industrial User that discharges wastewater into a publicly owned treatment works and that [15A NCAC 02H
.0903(b)(33)]:
1. Discharges an average of 25,000 gallons per day or more of process wastewater to the POTW (excluding sanitary,
noncontact cooling and boiler blowdown wastewaters); or
2. Contributes process wastewater which makes up five percent or more of the NPDES or non -discharge permitted
flow limit or organic capacity of the POTW treatment plant. In this context, organic capacity refers to BOD, TSS
and ammonia; or
3. Is subject to categorical standards under 40 CFR Part 403.6 and 40 CFR Parts 405-471; or
4. Is designated as such by the Permittee on the basis that the Industrial User has a reasonable potential for adversely
affecting the POTW's operation or for violating any pretreatment standard or requirement, or the POTW's effluent
limitations and conditions in its NPDES or non -discharge permit, or to limit the POTW's sludge disposal options;
5. Subject to approval under 15A NCAC 02H .0907(b), the Permittee may determine that an Industrial User meeting
the criteria in paragraphs 1 or 2 of this definition above has no reasonable potential for adversely affecting the
POTW's operation or for violating any pretreatment standard or requirement, the POTW's effluent limitations and
conditions in its NPDES or non -discharge permit, or to limit the POTW's sludge disposal options, and thus is not a
Significant Industrial User (SIU); or
6. Subject to approval under 15A NCAC 02H .0907(b), the Permittee may determine that an Industrial User meeting
the criteria in paragraph 3 of this definition above meets the requirements of 40 CFR Part 403.3(v)(2) and thus is a
non -significant categorical Industrial User.
Section B. Publicly Owned Treatment Works (POTWs)
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All POTWs must provide adequate notice to the Director of the following [40 CFR 122.42(b)]:
1. Any new introduction of pollutants into the POTW from an indirect discharger, regardless of the means of
transport, 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 that may result from the change of the quantity or
quality of effluent to be discharged from the POTW.
Section C. Municipal Control of Pollutants from Industrial Users
Effluent limitations are listed in Part I of this permit. Other pollutants attributable to inputs from Industrial Users
discharging to the POTW 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.
Prohibited Discharges
a. The Permittee shall develop and enforce their Pretreatment Program to implement the prohibition against the
introduction of pollutants or discharges into the waste treatment system or waste collection system which
cause or contribute to Pass Through or Interference as defined in 15A NCAC 02H .0900 and 40 CFR 403. [40
CFR 403.5(a)(1)]
b. The Permittee shall develop and enforce their Pretreatment Program to implement the prohibitions against the
introduction of the following wastes in the waste treatment or waste collection system [40 CFR 403.5(b)]:
(1) 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;
(2) Pollutants which 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;
(3) Solid or viscous pollutants in amounts which cause obstruction to the flow in the POTW resulting in
Interference;
(4) 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;
(5) 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;
(6) Petroleum oil, non -biodegradable cutting oil, or products of mineral oil origin in amounts that will cause
Interference or Pass Through;
(7) 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; or
(8) Any trucked or hauled pollutants, except at discharge points designated by the POTW.
c. The Permittee shall investigate the source of all discharges into the POTW, including slug loads and other
unusual discharges, which have the potential to adversely impact the Permittee's Pretreatment Program and/or
the operation of the POTW.
The Permittee shall report such discharges into the POTW to the Director or the appropriate Regional Office.
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 discharge; the
investigation into possible sources; the period of the discharge, including exact dates and times; if the
discharge has not ceased, the anticipated time it is expected to continue; and steps taken or planned to reduce,
eliminate, and prevent reoccurrence of the noncompliance,
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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 User (IU) discharging to the POTW to meet Federal Pretreatment
Standards developed under Section 307(b) of the Act as amended (which includes categorical standards and
specific local limits, best management practices and narrative requirements). Prior to accepting wastewater from
any Significant Industrial User (SIU), the Permittee shall either develop and submit to the Division a new
Pretreatment Program or, as necessary, a modification of an existing Pretreatment Program, for approval as
required under section D below as well as 15A NCAC 02H .0907(a) and (b). [40 CFR 122.440)(2)]
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 CWA and implementing regulations or by the requirements of the
approved State pretreatment program, as appropriate.
Section D. Pretreatment Programs
Under authority of sections 307 (b) and (c) and 402(b)(8) of the CWA and implementing regulations 40 CFR 403,
North Carolina General Statute 143-215.3(14) and implementing regulations 15A NCAC 02H .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. [40 CFR 122.440)(2)]
The Permittee shall operate its approved pretreatment program in accordance with Section 402(b)(8) of the CWA, 40
CFR 403, 15A NCAC 02H .0900, and the legal authorities, policies, procedures, and financial provisions contained in
its pretreatment program submission and Division approved modifications thereof. Such operation shall include but is -
not limited to the implementation of the following conditions and requirements. Terms not defined in Part II or Part IV
of this permit are as defined in 15A NCAC 02H .0903 and 40 CFR 403.3.
1. Sewer Use Ordinance (SUO)
The Permittee shall maintain adequate legal authority to implement its approved pretreatment program. [ 15A
NCAC 02H .0903(b)(32), .0905 and .0906(b)(1); 40 CFR 403.8(f)(1) and 403.9(b)(1) and (2)]
2. Industrial Waste Survey (IWS)
The Permittee shall implement an IWS consisting of the survey of users of the POTW collection system or
treatment plant, as required by 40 CFR 403.8(f)(2)(i-iii) and 15A NCAC 02H .0905 [also 40 CFR 122.440)(1)],
including identification of all Industrial Users that may have an impact on the POTW and the character and amount
of pollutants contributed to the POTW by these Industrial Users and identification of those Industrial Users
meeting the definition of SIU. Where the Permittee accepts wastewater from one or more satellite POTWs, the
IWS for the Permittee shall address all satellite POTW services areas, unless the pretreatment program in those
satellite service areas is administered by a separate Permittee with an approved Pretreatment Program. The
Permittee shall submit a summary of its IWS activities to the Division at least once every five years, and as
required by the Division. The IWS submission shall include a summary of any investigations conducted under
paragraph C.2.c. of this Part. [15A NCAC 02H .0903(b)(13), .0905 and .0906(b)(2); 40 CFR 403.8(f)(2) and 403.9]
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 Parts II.D and II.E.5.). [15A
NCAC 02H .0903(b)(16), .0906(b)(3) and .0905]
4. Headworks Analysis (HWA) and Local Limits
The Permittee shall obtain Division approval of a 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 122.44]. The Permittee shall develop, in
accordance with 40 CFR 403.5(c) and 15A NCAC 02H .0909, specific Local Limits to implement the prohibitions
listed in 40 CFR 403.5(a) and (b) and 15A NCAC 02H .0909. Pursuant to 40 CFR 403.5, local limits are
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enforceable Pretreatment Standards as defined by 40 CFR 403.3(1). [15A NCAC 02H .0903(b)(10), .0905, and
.0906(b)(4)]
5. Industrial User Pretreatment Permits (IUP) & 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 collection system or 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 HWA and the limits
from all IUPs. Permitted ]UP loadings for each parameter cannot exceed the treatment capacity of the POTW as
determined by the HWA. [15A NCAC 02H .0906(b)(6), .0909, .0916, and .0917; 40 CFR 403.5, 403.8(f)(1)(iii);
NCGS 143-215.67(a)]
6. Authorizatiori to Construct f&Q
The Pernuttee shall ensure that an Authorization to Construct permit (AtQ 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 (1UP) limitations. [15A NCAC 02H .0906(b)(7) and .0905; NCGS 143-
215.1(a)(8)]
7. POTW Inspection & Monitoring of their rUs
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. [15A NCAC 02H .0908(e); 40 CFR 403.8(f)(2)(v)] The
Permittee must:
a. Inspect all Significant Industrial Users (SIUs) at least once per calendar year;
b. Sample all Significant Industrial Users (SlUs) at least once per calendar year for all SILT permit -limited
parameters including flow except as allowed under 15A NCAC .0908(e); and
c. At least once per year, document an evaluation of any non -significant categorical Industrial User for
compliance with the requirements in 40 CFR 403.3(v)(2), and either continue or revoke the designation as non-
significant.
8. IU 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 02H .0908. [15A NCAC 02H .0906(b)(5) and .0905; 40 CFR 403.8(f)(1)(v) and (2)(iii); 40 CFR
122.440)(2) and 40 CFR 403.12]
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 CWA (40 CFR 405 et. seq.), prohibitive discharge standards
as set forth in 40 CFR 403.5 and 15A NCAC 02H .0909, specific local limitations, and other pretreatment
requirements. All remedies, enforcement actions and other, shall be consistent with the Enforcement Response
Plan (ERP) approved by the Division. [15A NCAC 02H .0903(b)(7), .0906(b)(8) and .0905; 40 CFR 403.8(f)(5)]
10. Pretreatment Annual Reports (PAR)
The Permittee shall report to the Division in accordance with 15A NCAC 02H .0908. In lieu of submitting annual
reports, Modified Pretreatment Programs developed under 15A NCAC 02H .0904 (b) may be required to submit a
partial annual report or to meet with Division per 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 calendar year to the Division at the following
address: '
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NC DENR / Division of Water Resources / Water Quality Permitting Section
Pretreatment, Emergency Response, and Collection Systems (PERCS) Unit
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
These reports shall be submitted by March 1 of each year and shall contain the following:
a. Narrative
A narrative summary detailing actions taken, or proposed, by the Permittee to correct significant non-
compliance and to ensure compliance with pretreatment requirements;
b. Pretreatment Program Summary (PPS)
A pretreatment program summary (PPS) on forms or in a format provided by the Division;
c. Significant Non -Compliance Report (SNCR)
A list of Industrial Users (IUs) in significant noncompliance (SNC) with pretreatment requirements, and the
nature of the violations on forms or in a format provided by the Division;
d. Industrial Data Summary Forms (IDSF)
Monitoring data from samples collected by both the POTW and the Significant Industrial Users (SLUs). These
analytical results must be reported on Industrial Data Summary Forms (IDSF) or on other forms or in a format
provided by the Division;
e. Other Information
Copies of the POTW's allocation table, new or modified enforcement compliance schedules, public notice of
IUs in SNC, a summary of data or other information related to significant noncompliance determinations for
IUs that are not considered SIUs, 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 Industrial Users (IUs) that were in significant noncompliance (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. [15A NCAC 02H .0903(b)(34), .0908(b)(5) and .0905 and 40 CFR
403.8(f)(2)(viii)]
12. Record Keep
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 and shall retain all other Pretreatment Program records as required by 15A NCAC 02H .0908(f). [15A
NCAC 02H .0908(f); 40 CFR 403.12(o)]
13. Pretreatment Program Resources
The Permittee shall maintain adequate funding and qualified personnel to accomplish the objectives of its approved
pretreatment program. and retain a written. description of those current levels of inspection. [15A NCAC 02H
.0906(b)(9) and (10) and .0905; 40 CFR 403.8(f)(3), 403.9(b)(3)]
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 40 CFR 403.18, 15 NCAC 02H .0114 and 15A NCAC 02H .0907.
Version 1110912011.1

NCDENR
a�"" L77--r
North Carolina Department of Environment and Natural Resources
Pat McCrory Donald R. van der Vaart
Governor Secretary
February 10, 2015
Ms. Wilma Trahan
175 Remington Trail
Mills River, NC 28759
SUBJECT: Compliance Evaluation Inspection
Trahan Residence
Permit No: NCG550704
Henderson County
Dear Ms. Trahan:
Enclosed please find a copy of the Compliance Evaluation Inspection Report for the
inspection conducted on February 5, 2015. The facility was found to be in compliance with
permit NCG550704.
Refer to the enclosed inspection report for additional observations and comments. If you
have any questions, please call me at 828-296-4500.
Sincerely,
j!
Andrew Moore
Environmental Senior Technician
Enclosure .
cc: MSC 1617-Central Files -Basement
WQ Asheville Files"
G:\WR\WQ\Henderson\Wastewater\General\NCG55 SFR\0704 Trahan\550704 CEI 02-15.doc
2090 U.S. Hwy. 70, Swannanoa, North Carolina 28778
Phone: [phone] l Internet: www.ncdenr.gov -
An Equal Opportunity 1 Affirmative Action Employer— Made in part by recycled paper

W..
United States Environmental Protection Agency
Form Approved.
EPA Washington, D.C. 20460
1
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 ygrmo/day : - Inspection Type . Inspector Fac Type
1 E ' 2 L_J 3 I NCc550794 I11 12 15/02%0s 17 18 I C I 19 I G I 201
211 I I I I I I I I I I I I. 1 1 I I I I I I- I I I i I I IL• I I III I I I I. � 1 1 1 I �6
Inspection Work Days Facility Self -Monitoring Evaluation Rating 131 :. QA -Reserved
67
70 U 71 •ItyI :72 I—t N -i 73 I I 174 711
I. I I I I I I I8O
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)
01:OOPM 15/02/05
13/08/01
175 Remington Trail
Exit Time/Date
Permit Expiration Date
175 Remington Trl
01:30PM 15/02/05
18/07/31
Horse Shoe NC 28742
Name(s) of Onsite Representative(s)/Titles(s)/Phone and Fax Number(s)
Other Facility Data
'Name, Address of Responsible OfficiaVTitle/Phone and Fax Number
Contacted
Douglas B Trahan,175 Remington Trl. Mills River NC 28759//828-891-1166/
No
Section C: Areas Evaluated During Inspection ,(Check only those areas evaluated)
Permit operations & Maintenance Records/Reports Facility Site Review
�. Effluent/Receiving Waters
Section D: Summary of Finding/Comments (Attach additional sheets of narrative and checklists as necessary)
(See attachment summary)
Name(s) and Signature(s) of Inspectors) Agency/Office/Phone and Fax Numbers Date
Timothy H Heim ARO WQ//828-296-4665/ I
Andrew W Moor e ARO WQ//828-296-466884-/
Signature of Management Q A Reviewer Agency/Office/Phone and Fax Numbers Date
EPA Form 35603 (Rev 9-94) Previous editions are obsolete.
Page#

NPDES yr/mo/day Inspection Type (Conn �
31 NCG550704 I11 12 15/02/05 7 18 ICI
Section D: Summary of Find ing/Com ments, (Attach additional) sheets of narrative and checklists as necessary)
On February 5, 2015, Andrew Moore and Tim Heim of the Asheville Regional Office conducted a
compliance evaluation' inspection of the Trahan residence wastewater discharge system. Ms. Trahan
was contacted prior to the site inspection, but was not present at the time of the inspection. Therefore,
no septic tank pumping records were available for review at the time of the inspection. The proper size
and type of chlorination tablets were present in two chlorination tubes and appeared to be operational at
the time of the inspection. Liquid was visible in the chlorine contact chamber and appeared to be free of
solids. The effluent pipe was located and was discharging a small volume of liquid at the time of the
inspection. No.foam or other debris were observed in the discharge.
The system appeared to be well -maintained and functioning properly at the time of the inspection.
Page# 2

Permit: NCG550704 Owner - Facility: 175 Remington Trail
Inspection Date: 02/05/2015 Inspection Type: Compliance Evaluation'
Operations & Maintenance
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:
Permit
(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?
Is the inspector granted access to all areas for inspection?
Comment:
Septic Tank
(If pumps are used) Is an audible and visual alarm operational?
Is septic tank pumped on a schedule?
Are pumps or syphons operating properly?
Are high and low water alarms operating properly?
Yes No NA NE
❑
❑.
❑
❑
❑
❑
Yes No NA NE
❑ ❑ ■ 1:1
❑
❑
❑
❑
M
❑
❑
❑❑
■❑'
■
❑
❑
❑
Yes No NA NE
❑
❑
❑
❑
❑
❑
❑
❑
❑
❑
❑
❑
■
Comment: The septic tank should be pumped out every five years or when the solids level is found to
be more than 1/3 of the liquid depth in any compartment whichever is greater. Records of
the septic tank pumping events should be kept for future compliance inspections
Disinfection -Tablet
Are tablet chlorinators operational?
Are the tablets the'proper size and type?
Number of tubes in use?
Is the level of chlorine residual acceptable?
Is the contact chamber free of growth, or sludge buildup?
Is there chlorine residual prior to de -chlorination?
Comment:
Effluent Pipe
Is right of way to the outfall properly maintained?
Are the receiving water free of foam other than trace amounts and other debris?
Yes No NA NE
■ ❑ ❑ ❑
■ ❑ ❑ ❑
2
❑
❑
❑
■
❑
❑.
❑
❑
❑
❑
■
Yes No NA NE
■ ❑ ❑ ❑
■ ❑ ❑ ❑
Page# 3

Permit: NCG550704 Owner - Facility: 175 Remington Trail
Inspection Date: 02/05/2015 Inspection Type: Compliance Evaluation
Effluent Pipe Yes No NA NE
If effluent (diffuser pipes are required) are they operating properly? 0 ❑ ❑ ❑
Comment: The effluent pipe was located and discharging at the time of the inspection.
C
11
Page#. 4

l$the 6UrrerIjt,r,es!dOot in the home the'Permiftev?,
!f, bqt;doos he ter;,ideh t re �o
­f frqfh the pefmjtbee?
Change ogQwriership form"wtti,tl,e ins
is there a, ihpecfioh""arid
Perri*: PC
0
0
El
_Is,l1j,WastWaterftohthe:home bonneted to'he septic tang?E
Does ;the ,p6r 'j"O7f6sidphtkob, Whore fhe sep nk-',Islocated!
Q.
Has the", Optic tahK beeripifmodih the ,lqtOyears
pro
if yes, tO,#8:dqtejf kbpWh"- If e-Sc b
D. Dues the 'septic tank have ab,EFFLU.ENTFJ,LTER or $ANIT-ARY17 (circle(circlen6 ol,
VAJGil 0­4
-1 If V64,n,'-Fif I +&r, +kcft , 14or f- I fonncziri? RV WhOM7
d any vebei�ttVe� i*rern-eo, r*tually-
qrfaces shall be raked arid leveled every sIx-,rnQnOirvan
2.1s system 6oin6thJhg,otfw.Jh,ah a'sandfift6r?
if yes,,°what kind'?(examples -Feat, Texfi.t6i OthOef'latand:_fiam AdVIO*etc:) K,
4_ b6es- the vermittee know ,where the, sandfifter,is 16"cate d?
5-Does the-sandfilfer require maintdnanoe?
the V - �"Yiqfe 66 & W'e'ekdy, T�* laii* d v&i o.ensuwproper.cl
i.: le,�chd ' ed 'ah slee ishoUld bb cleared or-replacedas,nedd4d't
17. Has,ihe:L3V'Uriit been serviced ,'and .bulbs dIII
71
i.,,Odes the;per m.iftee,bavav
"Does loe,'ForrhifteE Know,the locaftion of-thechlo6jh t6t?-
,
Mr&M cirine tablets" Obs&ved:ft:the 6htO(InqtOr?I
e(min e-
F
to qnjry-)
it no prooeed 1to tfi'e�:ndxt';=6-
r unft4halvb6che6kedVeektY w,enstre coo*nuGuS,janct"PrOPer,oiler 6 04
k 4�?e:
Permittee, -now Ore
El
Ell
b,
V ,,Does*Jhe permittee'.'MV AhO
3 -,.'W labi qb�erve J1 the.d6Ghl'o(in�fidn,bba'-'Mbor,�,,
,,ore Oephlof 0,!n - �
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ET'
0
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, A, rn ni�'krgi tKA.' tn, rio 0 rn it r in0

YES _ . O . .. APPp1 lf)VQo tlgaat6
YES ,
if n"O proceed'lo tfiG r!@Xt St?Ct3oli
kN PUmiz and-, at arm'sytems-shallbe inspi ed tnonthly. (non d€schsrga}
27_ Is.the pump worWthg?
d;
Q'
Q
?8. Are'the audible and y sual hlg� water marls op6raiional?
El
D
29_: Does" the Perm iIgee`know, "how to check the piar tp 4,";high water alarm?
Q
30.'Last funciianal'test< PUMP bIBL. & VTSUAL
E3tSCHa4RGE ©N41 Y YESthe:
next section.
visual revievr,of the outfall location shalt; be; execciterf twice each year (one at the time Elf S, tf6d to ensure o 'sib eesd ds �i
a ideme of
,a m ffunP6on, .''
3:1.;Doo8the perrnittee kriovvwhere.the ouifai1:is liar afed?
7'. Were-you"able; to locate the'Qutfall?
E�:El
f'
33. Is the end of the discharge pipe visible and accessible?EZ
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!'
E3
34: Is outiet,discharging'
`
35. 'is rlgnt'of way ma p>ainea aroland the clischa#fie"point?
Q
El
FT
3'6 Any Lab Results available?
Q
Ej
El'
37. Is there evidence, of solids around" the discharge p int?
0
0
*IR ar: SPRAY YEt 0. Pt
1, rlb,' " ri3+oeed 0 the next" SfOn ,
'he irrigation, systerrr slaH "bs inspected`manthJy to ensure-tlie"systern is,eree of leaks and eqa ent is
operafing as
designed'..
38. is the system 'DRIP or !#tRiGATIQN ,{circle; anej.?: if ir`rigat oi� "ntlh tier of'sprinkler
heads.
39. Are the: buffers adequate?
W-Js the site free bf, "' d ng and r ' fl:?'
Q
El
'El'
EJ
I't. Does the applidatiomequipment appear to ire working properly`?
'
E2. is'there A rnlnimurn two wire fence surrotfnoiog entire irrigation area?
3EKERAL
13, Are., the: treatment,units:loeked'and or secured*?,�
Q
Q
14. Has resident had any sewage problems? if._yes eXplain in fie•commentsectiori.
Q
'
0
15. Does ;fhe systerrl match th permit d SCCiptlflll? if rio explain imthe.comment secfidri.
EO
jQ
l
, , •
163 is tl1G system Ornpll 0li`
[
k i
(��(
j�-
,7; is;the system,failing? if, yes, take,picturesif,poSsible;
'
Fl
Z. If systorn is"faiting;, anysign of chlldrdn:or"animals contacting s6wage7
�
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