NCG550994_Regional Office Historical File 1998 to 2017

United States Environmental Protection Agency Form Approved.
EPA Washington, D.C. 20460 OMB No. 2040-0057
Water Compliance Inspection Report Approval expires 8-31-98
Section A: National Data System Coding (i.e., PCS)
Transaction Code
NPDES
yr/mo/day
Inspection Type
Inspector Fac Type
1 IN 2 15 I
3 I NCG550994
I11 12 17/06/15
17 18 I �
19 I ! I 201
21II1III IIIIIIIIIIIIIIIIII1IIIIII
IIIIIIIIIII
f6
Inspection Work Days
Facility Self -Monitoring Evaluation
Rating B1
QA ----------- —------ Reserved -------------
67
7OI I
L_I
71 itI JI
72 L �, � 731 I 174
L J I I I
75I
III
I I I
I8O
Section B: Facility Data
Name and Location of Facility Inspected (For Industrial Users discharging to POTW, also include
POTW name and NPDES permit Number)
220 Tranquility Place
220 Tranquility PI
Flat Rock NC 28731
Name(s) of Onsite Representative(s)/Titles(s)/Phone and Fax Number(s)
Entry Time/Date Permit Effective Date
01:OOPM 17/06/15. 12/08/01
Exit Time/Date I Permit Expiration Date
01:30PM 17/06/15 13/07/31
Other Facility Data
Name, Address of Responsible Official/Title/Phone and Fax Number
Contacted
Judy Hoyer,230 Tranquility PI Hendersonville NC 28739N
No
Section C: Areas Evaluated During Inspection (Check only those areas evaluated)
Permit Facility Site Review
Section D: Summary of Finding/Comments (Attach additional sheets of narrative and checklists as necessary) l
(See attachment summary)
Name(s) and Signature(s) of Inspector(s)
Timothy H Heim
Signature of Management Q A Reviewer
EPA Form 3560-3 (Rev 9-94) Previous editions are obsolete.
Agency/Office/Phone and Fax Numbers
ARO WQH828-296-4665/
Agency/Office/Phone and Fax Numbers
Date
Date
Page# 1

NPDES yr/mo/day Inspection Type
31 NCG550994 I11 121 17/06/15 117 18 1,1
11-1
Section D: Summary of Finding/Comments (Attach additional sheets of narrative and checklists as necessary)
Tim Heim of the Asheville Regional Office conducted a site visit on June 15, 2017. At the time of the
inspection, the facility had not been constructed.
An NOV letter to the permittee was sent by Central Office to determine the status of the system and
overdue permit fees.
Page#

rmit: NCG550994 Owner - Facility: 220 Tranquility Place
)ate: 06/15/2017 Inspection Type: Compliance Evaluation
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: Facility not vet constructed.
Yes No NA NE
❑ ❑ ■ ❑
❑ ❑ M ❑
❑ ❑ M ❑
❑ ❑ ■ ❑
❑ ❑ ■ ❑
Page# 3

Water Resources
ENVIRONMENTAL QUALITY
November 10, 2016
CERTIFIED MAIL 7015 0640 0007 9833 9880
RETURN RECEIPT REQUESTED
Judy Schropp Hoyer & William Christian Hoyer
18603 Avenue Monaco
Lutz, FL 33558
Subject:
Dear Ms. Hoyer:
PAT MCCRORY
Governor
DONALD R. VAN DER VAART
Secretary
S. JAY ZIMMERMAN
Director
Notice of Violation NOV-2016-RV-0035
Wastewater Disposal at
230 Tranquility Place, Flat Rock, NC 28731
Certificate of Coverage (CoC) NCG550994
Henderson County
County tax records list Judy Schropp Hoyer & William Christian Hoyer as the current owners of the subject
property. We are contacting you to determine the status of a wastewater disposal system on your property that was
covered by General Permit NCG550000 [the General Permit for single family residence domestic wastewater]. An
audit for expired unresolved files noted that the Certificate of Coverage (CoC) for your property's wastewater disposal
system expired on 7/31/2012 and has overdue annual fees. The last CoC was issued to Judy Hoyer on 8/1/2012. The
Division needs information from you to renew coverage under NCG550000. Please respond by December 30, 2016
with one the following:
➢ If your property still has a wastewater system like the ones described in the enclosed Technical Bulletin, you
must renew the subject CoC. Please complete the enclosed form and submit it to Charles Weaver at the
address on the form. In addition, a 120 in overdue annual fees is required to renew and maintain this permit.
Please send payment for the enclosed invoice(s):
2009PR001007, 2012PROI 1181.
(Payment instructions are provided on the invoice.)
➢ If you are not sure what type of system your property has, contact George Price in the NC DEQ Asheville
Regional Office at 828-296-4500. This contact [or other staff members] can help you determine if you should
renew your CoC.
➢ If you know that your property no longer discharges wastewater and the treatment system has been replaced
with a different treatment system or connected to a city sewer, please contact me at the address or phone
number listed below to request rescission of the CoC.
If you have questions concerning this matter, please do not hesitate to contact Meredith Wojcik at 919-807-6479
or [e-mail].
in rely,
�C
John E. Hennessy
Division of Water Resources, DEQ
cc: - sfievilleRe io a1-Office DWRWQRO
NPDES General Permit Files NOV-2016-RV-0035
Teresa Revis, DWR Budget Office
State of North Carolina I Environmental Quality I Water Resources
1611 Mail service Center I Raleigh, North Carolina 27699-1611
919 707 9000
RECEIVED
Division of Water Resources
NOV 1 4 2016
Water Quality Regional Operatlons I Asheville Regional Office

p
United States Environmental Protection Agency
Form Approved.
EPAH Washington, D.C. 20460
OMB No. 2040-0057
Approval expires 8-31-98
Section A: National Data System Coding (i.e., PCS)
Transaction Code NPDES yr/mo/day Inspection Type Inspector Fac Type
1 INI 2 15I 31 NCG550994 111 121 12/11/30 117 181 C I 19I S I 20I I
Remarks
211111 1111 111111111111 1111 1111 11111111 111111111116
Inspection Work Days Facility Self -Monitoring Evaluation Rating B1 QA --------------------------- Reserved ----------------------
67 I 169 701 I 711 I 721 N I 73 uI I _1 174 751 I I I I I I 180
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)
10:30 AM 12/11/30
07/08/30
220 Tranquility Place
Exit Time/Date
Permit Expiration Date
220 Tranquility PI
Flat Rock NC 28731
10:40 AM 12/11/30
12/07/31
Name(s) of Onsite Rep resentative(s)/Titles(s)/Phone and Fax Number(s)
Other Facility Data
///
Name, Address of Responsible Official/Title/Phone and Fax Number
Contacted
Judy Hoyer,230 Tranquility PI Hendersonville NC 28739M No
Section C: Areas Evaluated During Inspection (Check only those areas evaluated)
Permit 0 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 Inspect Agency/Office/Phone and Fax Numbers Date
Kathy Jimison ARO WQ//828-296-4500/
Signature of Management Q A Reviewer Agency/Office/Phone and Fax Numbers Date
d�
EPA Form 3560-3 (Rev 9-94) Previous editions are obsolete.
Page # 1

NPDES yr/mo/day Inspection Type 1
3I NCG550994 111 12, 12/11/30 117
18I d
Section D: Summary of Finding/Comments (Attach additional sheets of narrative and checklists as necessary)
The facility has not yet been built at 220 Tranquility Lane, Flat Rock, NC.
An inspection letter was not sent due to the fact that the facility has not been constructed.
Page # 2

PPPPP
Permit: NCG550994
Inspection Date: 11/30/2012
Dnrmif
Owner - Facility: 220 Tranquility Place
Inspection Type: Compliance Evaluation
(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: The facility at 220 Tranquility Place has yet to be constructed.
An inspection letter was not sent due to the fact that the facility has not been
constructed.
Yes No NA NE
nnn■
Page # 3

Beverly Eaves Perdue
Governor
C®ENR
North Carolina Department of Environment and Natural IR' s
Division of Water Quality a:
Coleen H. Sullins
Director
December 30, 2009
CERTIFIED MAIL 7009-1680-0002-2464-6029 RETURN RECEIPT REQUESTED
JUDY HOYER
230 TRANQUILITY PIL
HENDERSONVILLE, NC 28739
Dear Ms. Hoyer:
JAN - 4 2010
WATER QUALITY SECTION
�H-VII_LE REGIONAIDeei--RI
-- Secretary
SUBJECT: FINAL NOTICE - Delinquent Annual Fee
NPDES Permit NCG550994 (2009)
Mitchell County
This letter is being sent out to facilities that have not yet paid their Annual Compliance Monitoring Fee. This fee requirement is
documented in your current permit in Part II. B. 14. Your total annual fees owed, for the permitted facility referenced above, is $60.00.
Copies of each invoice for the permitted facility previously sent by the Division's Budget Office are attached.
Failure to pay the annual fee is grounds for revocation of your permit, as documented in part II. B. 13 and ll. B. 14. This matter must be
promptly resolved. You will not receive any additional late payment fee request correspondence.
This letter serves as final notice that the Division will refer the fee noted above to the North Carolina Attorney General's Office for
collection through the courts unless payment is received by January 30, 2010. Additional actions to revoke your operating permit
may be initiated as well as referral for collection.
Make checks payable to NC DENR; include the permit numbers and invoice numbers on the check. Send the fee payment to:
Mrs. Fran McPherson
Annual Administering and Compliance Fee Coordinator (919-807-6321)
1617 Mail Service Center
Raleigh, NC 27699-1617
(919-807-6321)
If you have evidence that the fee has already been paid, please contact me at 919-807-6387 or bob.guerra(a)ncdenr.gov.
Sincerely,,
Bob Guerra, Western NPDES Unit
Enclosure: Invoice # 2009PR001007
cc: Central Files
NPDES File
Roger -Edwards, Asheville Regional Office, Surface Water Protection
1617 Mail Service Center, Raleigh, North Carolina 27699-1617
Location: 512 N. Salisbury St. Raleigh, North Carolina 27604
Phone: [phone] FAX: [phone] Customer Service:1-877-623-6748
Internet: www.ncwaterquality.org
An Equal Opportunity 1 Affirmative Action Employer
NorthCuohna
Natural l�J

NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
2 0 0 9 P R 0 0 1 0 0 7
INVOICE
Annual Permit Fee Overdue
This annual fee is required by the North Carolina Administrative Code. It covers the administrative costs associated with your
pen -nit. It is required of any person holding a permit for any time during the annual fee period, regardless of the facility's operating
status. Failure to pay the fee by the due date will subject the permit to revocation. Operating without a valid permit is a violation
and is subject to a $10,000 per day fine. If the pen -nit is revoked and you later decide a permit is needed, you must reapply, with the
understanding the permit request may be denied due to changes in environmental, regulatory, or modeling conditions.
I
Permit Number: NCG550994
Henderson County
220 Tranquility Place
Judy Hoyer
230 Tranquility PI
Hendersonville, NC 28739
Annual Fee Period: 2008-12-01 to 2009-11-30
Invoice Date: 01/23/09
Due Date: 02/22/09
Annual Fee: $60.00
Notes:
1. A $25.00 processing fee will be charged for returned checks in accordance with the North Carolina General Statute 25-3-512.
2. Non -Payment of this fee by the payment due date will initiate the permit revocation process.
3. Remit payment to:
NCDENR - Division of Water Quality
1617 Mail Service Center
Raleigh, NC 27699-1617
4. Should you have any questions regarding this invoice, please contact the Annual Administering and Compliance Fee Coordinator at
919-807-6321.
(Return This Portion With Check)
ANNUAL PERMIT INVOICE
Permit Number: NCG550994
Henderson County
220 Tranquility Place
Judy Hoyer
230 Tranquility PI
Hendersonville, NC 28739
Overdue
Annual Fee Period: 2008-12-01 to 2009-11-30
Invoice Date: 01/23/09
Due Date: 02/22/09
Annual Fee: $60.00
Check Number:

A INA
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
,- August 30, 2007
Judy Hoyer
230 Tranquility Place
Flat Rock, NC 28731
Subject: Renewal of coverage / General Permit NCG550000
220 Tranquility Place
Certificate of Coverage NCG550994
Henderson County
Dear Permittee:
In accordance with your renewal application [received on January 30, 20071, the Division is renewing
Certificate of Coverage (CoC) NCG550994 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 [919 733-5083, extension 510
or [e-mail]].
cc: Central Files
NPDES file
Sincerely,
/ � e .•P� � . .�'fi:.'m✓._m..�•.�' A'-;.si✓,L� .-..`..a..w3..+n� ... ..�eY ¢-T-.: .�,.........y
v pp
for Coleen H. Sullins v
,� D
fi SEP - 5 2007
s. .
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
:y LATER7���
ASHEVILLE_REGIONAL OFFICE
tea..... _. (Ynew
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 NCG550994
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,
Judy Hoyer
is hereby authorized to discharge domestic wastewater [360 GPD] from a facility located at
220 Tranquility Place
Flat Rock
Henderson County
to receiving waters designated as an unnamed tributary to Mud Creek in subbasin 04-03-02 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 30, 2007.
This Certificate of Coverage shall remain in effect for the duration of the General Permit.
Signed this day August 30, 2007.
for, Coleen H. Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission

NCDENR
North Carolina Department of Environment and qat
Division of Water Quality
Michael F. Easley, Governor
Judy Hoyer
230 Tranquility Place
Hendersonville, NC 28739
Dear Permittee:
1'OI'.RS'.v;.ET; �'.F)'. +gfi'M1F :gVnee.aa!"h .9Y.'M�Licet U I
If
L1 JA N 1 G 2007
ral qesources -1 ?
AWalliam G.F't RoIlk Iss, Jr., Secretary
�- Alan W. Klimek, P.E., Director
January 9, 2007
Subject: Renewal Notice / General Permit NCG550000
Certificate of Coverage NCG550994
Henderson County
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 $50.00 billed
separately by the Division's Budget Office. No money 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 NorthCar011na
Phone: [phone], extension 511 / FAX [phone] / [e-mail] )VqtUAq11ff
An Equal Opportunity/Affirmative Action Employer.— 5.0% Recycled/10% Post Consumer Paper

NCG550994 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,
�l
Charles.H. Weaver, Jr
NPDES Unit
cc: Central Files
NPDES file

United States Environmental Protection Agency
Washington, D.C. 20460
EPA
Form Approved.
CPA
OMB No. 2040-0057
Water Compliance inspection Report
Approval expires 8-31-98
Section A: National Data System Coding (i.e., PCS)
Transaction Code NPDES yr/mo/day Inspection Type Inspector Fac Type
1 I NI 2 15I 31 NCG550994 111 121 06/11/03 117 18I CI 19I sI 20III
Remarks
21I111IIII IIIIIIIIIIIIIIIIIIIIIIIIIIII IIII IIIIIII6
Inspection Work Days Facility Self -Monitoring Evaluation Rating 131 QA --------------------------- Reserved ----------- —------ --
67I 169 701 I 711 I 721 NJ 73 I I 174 751 I I I I I I 180
W
Section B: Facility Data
Name and Location of Facility Inspected (For Industrial Users discharging to POTW, also include
Entry Time/Date
Permit Effective Date
POTW name and NPDES permit Number)
John Vice SFR
02:00 PM 06/11/03
02/08/01
Exit Time/Date
Permit Expiration Date
220 Tranquility P1
Flat Rock NC 28731
02:30 PM 06/11/03
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
John Vice, PO Box148 Flat Rock NC 28731//828-69.3-0486/ Contacted
No
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 ARO WQ//828-296-4500 Ext.4658/ 111�/
�s
Keith Haynes ARO WQ//828-296'-4500/
Signature of Management Q A Reviewer Agency/Office/Phone and Fax Numbers Date
EPA Form 3560-3 (Rev 9-94) Previous editions are obsolete.
Page # 1

99
NCG550994
yr/mo/day Inspection Type
11 12I 06/11/03 I17 18ICI
Section D: Summary of Finding/Comments (Attach additional sheets of narrative and checklists as necessary)
This property is located at 220 Tranquility Lane in the Village of Flat Rock.
THe facility has not yet been built.
Page # 2

35.275833N 82.468056W - Google Maps
Page 1 of 1
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Address 35.275833,-82.468056+350 16' 33.00",
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htt,,-)://maps.google.com/maps?q=3 5.275 83 3N+82.468056W&hl=en&ie=UTF8&z=l 3&11=3 5.275895,-82.... 11/3/2006

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
JOHN VICE
JOHN VICE SFR
P O BOX 148
FLAT ROCK, NC 28731
Dear Permittee:
lkf??FA
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
July 26, 2002
JUL I
Subject: Reissue - NPDES Wastewater Discharge Permit
John Vice SFR
COC Number NCG550994
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 $50.
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

m

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
ALEXANDER BUCHAN
VICE RESIDENCE-SFR/LOT 220
P O BOX 1923
HENDERSONVILLE, NC 28793
1••
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIR6NMENTI'ANb, NATURAL RESOURCES
;i II e� k- j
Subject: NPDES Wastewater Permit Coverage Renewal
Vice Residence-sfr/lot 220
COC Number NCG550994
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]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

r
N. ' V-

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
Kerr T. Stevens, Director
Mr. John R. Vice
Vice Residence -Lot 220
210 Tranquility Place
Hendersonville, North Carolina
39
A'L 199q 1
jAE4
N C D E N R
Subject: Permit Modification -Name and
Ownership Change
3 - c) 4 (S Vice Residence -Lot 220
Permit No. NCG550994
(formerly Buchan, Alexander -Residence)
Henderson County
Dear Mr. Vice:
In accordance with your request received February 22, 1999, the Division is forwarding the subject
permit. The changes in this permit are only with regard to a name and an ownership. All other terms and
conditions in the original permit remain unchanged and in full effect. This permit modification 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.
This permit does not affect the legal requirement 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 government permit that may be required.
If you have any questions concerning this permit, please contact Ms. Vanessa Wiggins at telephone
number [phone], extension 520.
Sincerely,
ORIGINAL SIGNED BY
BRADLEY SENNETT
Kerr T. Stevens
cc: Central Files
LAsheville_Regional. Office,. Water_ Quality -Section.
Stormwater and General Permits Unit
Point Source Compliance Unit
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

FIV
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
GENERAL PERMIT NO. NCG550000
CERTIFICATE OF COVERAGE No. NCG550994
TO DISCHARGE DOMESTIC WASTEWATERS FROM 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,
Mr. & Mrs. John Vice
is hereby authorized to operate a wastewater treatment facility that consists of a septic tank, distribution box,
primary sandfilter, distribution box, secondary sandfilter, chlorinator, contact tank, cascade aeration and associated
appurtenances with the discharge of treated wastewater from a facility located at the
Vice Property
Lot 220, Tranquility Place
southeast of Valley Hill
Henderson County
to receiving waters designated as an unnamed tributary to Mud Creek 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 hereof.
This Certificate of Coverage shall become effective April 6, 1999.
This Certificate of Coverage shall remain in effect for the duration of the General Permit.
Signed this day April 6, 1999.
ORIGINAL SIGNED BY
BRADLEY BENNETT
Kerr T. Stevens, Director
Division of Water Quality
By Authority of the Environmental Management Commission

SOC PRIORITY PROJECT:
IF YES, SOC NUMBER
TO: PERMITS AND ENGINEERING UNIT
WATER QUALITY SECTION
ATTENTION: Mack K. Wiggins
DATE: August 24, 1998
NPDES STAFF REPORT AND RECOMMENDATION
COUNTY: Henderson
PERMIT NUMBER: NCG550994
PART I - GENERAL INFORMATION
Yes No: X
1. Facility and Address: Alexander Buchan
Mailing: 48 Beaumont Drive
Hendersonville, N.C. 28739
(originally applied for by Mr. James M. Edney)
2. Date of Investigation: August 5, 1998
3. Report Prepared By: Roy M. Davis
4. Persons Contacted and Telephone Number: James M. Edney
1-828-692-0251
S. Directions to Site: Exit I-26, south of Hendersonville, onto Upward
Road, travel west on Upward Road which becomes Highland Lake Road
after crossing N.C. 176, follow Highland Lake Road to U.S. 25, turn
left on U.S. 25, almost immediately turn right on Little River Road,
travel approximately one mile and turn right into Tranquility Place
(NCSR 1285) Lot 220 is in the middle of the sharp curve at the North
West end of the loop.
6. Discharge Point(s), List for all discharge points: 1
Latitude: 35116'33" N Longitude: 82028'5" W
Attach a USGS map extract and indicate treatment facility site and
discharge point on map.
U.S.G.S. Quad No. U.S.G.S. Quad Name: Hendersonville,
N.C.
7. Site size and expansion area consistent with application? X_ Yes
. No If No, explain:
4
-1-

0
8. Topography (relationship to flood plain included): Sloping gently
downward to the northwest.
9. Location of nearest dwelling: 250 feet to the northeast.
10. Receiving stream or affected surface waters: Unnamed tributary to
Mud Creek.
a. Classification: C
b. River Basin and Subbasin No.:040302
C. Describe receiving stream features and pertinent downstream
uses: Standard Class "C" usages. Stream is 2'-2 1/2' wide and
approximately 2" deep.
PART II -- DESCRIPTION OF DISCHARGE AND TREATMENT WORKS
1. a. Volume of wastewater to be permitted: 0.000360 MGD (Ultimate
Design Capacity)
b. What is the current permitted capacity of the Wastewater
Treatment facility?: N/A, permit not yet issued.
C. Actual treatment capacity of the current facility (current
design capacity: 0.000360 MGD proposed
d. Date(s) and construction activities allowed by previous
Authorizations to Construct issued in the previous two years:
N/A
e. Please provide a description of existing or substantially
constructed wastewater treatment facilities: None
f. Please provide a description of proposed wastewater treatment
facilities: Septic tank, dual subsurface sand filters in series
followed by effluent chlorination and cascade aeration.
g. Possible toxic impacts to surface waters: None
h. Pretreatment Program (POTWs only): N/A
in development approved
should be required not needed
2. Residuals handling and utilization/disposal scheme: Commercial
septic tank pumping firm.
a. If residuals are being land applied, please specify DWQ Permit
Number: N/A
Residuals Contractor
-2-

Telephone Number
b. Residuals stabilization: PSRP PFRP . OTHER
C . Landf ill:
d. Other disposal/utilization scheme (Specify):
3. Treatment plant classification (attach completed rating sheet): I
4. SIC Codes(s): N/A
Primary 04 Secondary
Main Treatment Unit Code: 460 7
PART III - OTHER PERTINENT INFORMATION
1. Is this facility being constructed with Construction Grant Funds or
are any public monies involved. (municipals only)? N/A
2. Special monitoring or limitations (including toxicity) requests: N/A
3. Important SOC, JOC, or Compliance Schedule dates: (Please indicate)
N/A 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. Property under consideration
has been evaluated by the local health department and a soils
scientist. No reasonable alternative to direct discharge to the
State's surface water exist.
Spray Irrigation:
Connection to Regional Sewer System:
Subsurface:
Other disposal options:
5. Other Special Items:
-3-

PART IV - EVALUATION AND RECOMMENDATIONS
The receiving stream has sufficient size to assimilate the treated
wastewater from a residence. Upon receipt of plans and
specifications revised in accordance with DWQ letters dated August
13, 1998 and August 17, 1998, it is recommended that a Certificate
of Coverage be issued.' Please note that a Mr. James M. Edney
originally made application for this Permit. Mr. Edney is the
Realtor involved in the possible sale of this property. Since Mr.
Edney will never own this property, I requested that the current
owner submit a new first page of our Notice of Intent. Attache is a
new first page filled out by Mr. Alexander Buchan. Should we issue
a Certificate of Coverage for the proposed system, the Certificate
should be issued to Mr. Buchan.
Si re f Report Preparer
ater Quality Regional Supervisor
Date
550994.SR
8-�?,s - 9 (5
-4-

RATING SCALE FOR CLASSIFICATION OF WATER POLLUTION CONTROL SYSTEMS
Name of Facility: N- EXANrDO; tz-- -80C HAN PP,0. PL-= P,
Owner or Contact Person: riA NNEs E-Z) N C Y; R I A 1 I O t,
Mailing Address: LI6 8 C> ON-F � - I'D S NV rm-, NQC.2873
County: L P S O N Telephone: --8 a g- --'Z
Present Classification: New Facility �,�Existing Facility
NPDES Per. No. NC6e`%S.SoUoO Nondisc. Per. No.WC Health Dept.Per No.
Rated by: Y -m) AV15 Telephone: '-�LS/-6200ate:
J
Reviewed by: Health Dept. Telephone:
g Regional Office Telephone:
o Central Office Telephone:
ORC: Grade: Telephone:
Check Classification(s): Subsurface Spray Irrigation Land Application
Wastewater Classification: (Circle Onexo it III IV Total Points:
SUBSURFACE CLASSIFICATION
(check all units that apply)
1._&r*-- septic tanks
2. pump tanks
3. siphon or pump -dosing systems
4._Lo-1-sand filters
5. grease trapfinterceptor
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 traplinterceptor
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 shsil
be rated using the point rating system and will require an operator with an appropriate duel certification.
LAND APPLICATION/RESIDUALS CLASSIFICATION (Applies only to permit holder)
1. Land application of biosolids, residuals or contaminated soils on a designated site.
WASTEWATER TREATMENT FACILITY CLASSIFICATION
The following systems shall be assigned a Class I classification, unless the flow is of a significant quantity or the technology is unusually
complex, to require consideration by the Commission on a case -by -case basis: (Check 9 Appropriate)
1. Oillwater Separator Systems consisting only of physical separation, pumps and disposal;
2.=Septic Tank/Sand Filter 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 oil/water separators, pumps, air -stripping, carbon adsorption, disinfection
and disposal;
6. Aquaculture operations with discharge to surface waters;
7. Water Plant sludge handling and back -wash water treatment;
8. Seafood processing consisting of screening and disposal.
9. Singledamily discharging systems, with the exception of Aerobic Treatment Units, will be classified if permitted after July 1,
1993 or it 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.

The following scale is used for rating wastewater treatment facilities: (circle appropriate points)
ITEM POINTS
(1) Industrial Pretreatment Units or Industrial Pretreatment Program (see definition No. 33)...................................................4
(2) DESIGN FLOW OF PLANT IN gpd [not applicable to non -contaminated cooling waters, sludge handling facilities for
water purification
plants, totally closed cycle systems(see definition No. 11), and facilities consisting only of hem
(4)(d) or Items (4)(d) and (11)(d))
0 - 20,000................................................................................................................................................1
20,001-..50,000......................................................................................................................................2
.50.001 - 100.000.....................................................................................................................................3
100,001 250,000 ...................................................................................................................................4
250.001 - 500,000..................................................................................................................................5
500.001 - 1,000,000................................................................................................................................8
1,000.001 - 2.000,000...........................................................................................................................10
2.000.001 (and up)' rate 1 point additional for each 200.000 gpd capacity up to a maximum of .................30
Design Flow (gpd)
(3) PRELIMINARY UNIT&PROCESSES (see definition No.32)
(a)
BarScreens...............................................................................................................................................I
or
(b)
Mechanical Screens, Static Screens or Comminuting Devices..........................................................................2
(c)
Grit Removal..............................................................................................................................................1
or
(d)
Mechanical or Aerated Grit Removal.............................................................................................................2
(a)
Flow Measuring Device................................................................................................................................I
(f)
or
Instrumented Flow Measurement................................................................................................................2
(g)
Preaeratlon...............................................................................................................................................2
(h)
Influent Flow Equalization..........................................................................................................................2
(i}
Grease or Oil Separators - Gravity.................................................................................................................2
Mechanical................................................................................................................................................ 3
DissolvedAlr Flotation...............................................................................................................................9
())
Prechlorinatlon.........................................................................................................................................5
(4) PRIMARYTREATMENTUNITSrPROCF..SSES
(a)
Septic Tank (see definition No. 43).......................................................................................................:....2
(b)
Imhoff Tank..............................................................................................................................................5
(c)
Primary. Clarfflers.............................................................:...........................................................................5
(d)
Settling Ponds or Settling Tanks for Inorganic Non -toxic Materials (sludge handling facilities for water
purification plants, sand, gravel, stone, and other mining operations except recreational activities such as gem
orgold mining)........................................................................................................................................2
(5) SECONDARYTREATMENTUViWFK)CESSES
(a)
Carbonaceous Stage
(i) Aeration -High Purity Oxygen System......................_.......................................................20
DiffusedAlr System.......................................................................................................10
Mechanical Air System (fixed, floating or rotor)..................................................................8
SeparateSludge Reaeration............................................................................................3
(il) Trickling Filter
HighRate.......................................................................................................................7
StandardRate...............................................................................................................5
PackedTower................................................................................................................5
(fii) Biological Aerated Filter or Aerated Biological Fher............................................................ t o
(iv) Aerated Lagoons..........................................................................................................10
(v) Rotating Biological Contactors......................................................................................10
(vi) Sand Filters -intermittent biological..................................................................................2
Recirculatingbiological.....................................................................................................3
(vii) Stabilization Lagoons....................................................................................................5
(viil) Clarifier..........................................................................................................................5
(ix) Single stage system for combined carbonaceous removal of BOD and nitrogenous removal by
nitrification (see definition No. 12)(Points for this item have to be in addition to hems
(5)(a)(1) through (5)(a)(viil),
utilizing the extended aeration process (see definition No.3a)..........................................2
utilizing other than the extended aeration process............................................................8
(x) Nutrient additions to enhance BOD removal......................................................................5
(XI) Biological Culture ('Super Bugs')addhion........................................................................5
(b)
Nitrogenous Stage
(I) Aeration - High Purity Oxygen System........................_...................................................20
DiffusedAir System.......................................................................................................1 0
Mechanical Air System (fixed, floating or rotor) ................. .,............................................... 8
Separate Sludge Reaeration............................................................................................3
(II) Trickling Filter -High Rate...................................................................................................7
StandardRate...............................................................................................................5
PackedTower................................................................................................................5
(Ill) Biological Aerated Fifter or Aerated Biological Filter.............................................................10
(Iv) Rotating Biological Contactors ......................................................................................10
(v) Sand Filter - intermittent biological..................................................................................2
Recirculatingbiological.....................................:..............................................................3
(VI) Clarifier.; ........................................................................................................................5
(6) TERTIARY OR ADVANCED TREATMENT U rSrPROCESSES
(a)
Activated Carbon Beds -
withoutcarbon regeneration...................................................................................................5
withcarbon regeneration....................................................:..................................................1 5
(b)
Powdered or Granular Activated Carbon Feed -
withoutcarbon regeneration.................................................................................................S
withcarbon regeneration.....................................................................................................1 5
(c)
Air stripping.............................................................................................................................................S
(d)
Denhrification Process..............................................................................................................................10
(a)
Efectrodialysis............................................................................................................................................5
(1)
Foam Separation......................................................................................................................................:5
(g)
Ion Exchange............................................................................................................................................5
(h)
Land Application of Treated Effluent (see definition No. 22b) (not applicable for sand, gravel, stone
and other similar mining operations) by high rate Infiltration..........................................................................4
(1)
Microscreens.............................................................................................................................................5
())
Phosphorous Removal by Biological Processes (See definhlon No. 26)........................................................20
(k)
Polishing Ponds - without aeration............................................................................................................2
withaeration.................................................................................................................5

(I)
Post Aeration - cascade
..............................................................................................................................0
diffusedor mechanical
(m)
........................................................................................................2
Reverse Osmosis
(n)
........................................................................................................................................5
Sand or Mixed -Media Filters - low rate
..........................................................................................................2
highrate......................................................................5
(0).
Treatment processes for removal of metal or cyanide...................................................................................1
(p)
5
treatment processes for removal of toxic materials other than metal or cyanide
(7)
..............................................1 5
SLUDGETREATMENT
(a)
Sludge Digestion Tank - Heated (anaerobic)
...............................................................................................10
Aerobic
5
Unheated(anaerobic)................................................................................................................................3
(b)
Sludge Stabilization (chemical or thermal).......................................................................................
""""""Sc Sludge Drying Beds - Gravity
VacuumAssisted
(d)
.............................................................................................................. 5
Sludge Elutriation.................................................................:........................................................
e)
.......5
Sludge Conditioner (chemical or thermal).....................................................................................................6
(f )'
Sludge Thickener (gravity).........................................................................................................................5
(g)
Dissolved Air Flotation Unit [not applicable to a unit rated as(3)(1)]
(h)
.............................................................8
Sludge Gas Utilization (including gas storage).............................................................................................2
(I)
Sludge Holding Tank - Aerated...................................................................................................................5
Non -aerated .................................
(J)
............................................................................................................ 2
Sludge Incinerator (not Including activated carbon regeneration)................................................................1 0
(k)
Vacuum FIfter, Centrifuge, or Filter Press or other similar dewatering devices...................................................1 0
(8)
RESIDUALS UTILIZATIOWDISPOSAL (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 application permit
orlandfill permit........................................................................................................................................2
(c
Dedicated Landfill(burial) by the permittee of the wastewater treatment facility
9
( )
DISINFECTICN
...............................................5
(a)
(b)
Chlorination.............................................................................................................................................5
Dechlorination
..........................................................................................................................................5
Ozone
(d)
Radiation............................................................................................................................................5
(10)
CHEMICAL ADDITION SYSTEM(S) ( see definition No. 9) [not applicable to chemical additions rated as hem (3)(1).
(5)(a)(A),
(6)(a), (6)(b), (7)(b), (7)(e), (9a), (9)(b) or (9)(c) 5 points each:
List
............................................................................ _................................................. S
...........................................................................................................................5
(1 1)
............
MISCELLANEOUS UNiTSrPROCESSES .......................................::.:............................................................................... S
(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
fordomestic wastewater..........................................................................................................................4
(b)
Effluent Flow Equalization (not applicable to storage basins which are inherent in land application systems)
(c)
.....2
Stage Discharge (not applicable to storage basins Inherent in land application systems).................................5
(d)
Pumps.................................................................................................................
e
.................. .3
Stand -By Power Supply.............................................................................................................................3
(f )
Thermal Pollution Control Device
......................................................... 3
TOTALPOINTS..........................................................................
ClassI...........................................................................................................5-25 Points
Class11.........................................................................................................26-50 Points
classIII........................................................................................................51-65 Points
ClassIV .......................................................................................................66-Up Points
-------------------------------------------------------
Facilities having a rating of one through four points, Inclusive, do not require a certified operator.
Facilities having an activated sludge process will be assigned a minimum classification of Class If.
Facilities having treatment processes for the removal of metal or cyanide will be assigned a minimum classification of Class II.
Facilities having treatment processes for the biological removal of phosphorus will be assigned a minimum classification of Class III.
------------------------------------------------------------
.0004 DEFINITIONS
The following definitions shall apply throughout this Subchapter.
(1) Activated Carbon Beds. A physical/chemical method for reducing soluble organic material from wastewater effluent; The column -type beds used in this
method will have a flow rate varying from two to eight gallons per minute per square foot and may be either upflow or downflow carbon beds. Carbon may or
may not be regenerated on the wastewater treatment plant site;
(2) Aerated Lagoons. A basin In which all solids are maintained In suspension and by which biological oxidation or organic matter is reduced through artificially
accelerated transfer of oxygen on a flow -through basis;
(3) Aeration. A process of bringing about Intimate contact between air or high purity oxygen In a liquid by spraying, agitation or diffusion;(3a) Extended
Aeration. An activated sludge process' utilizing a minimum hydraulic detention time of 18 hours.
(4) Agriculturally managed she. Any site on which a crop Is produced, managed, and harvested (Crop Includes grasses, grains, trees, etc.);
(5) Air Stripping. A process by which the ammonium Ion Is first converted to dissolved ammonia (pH adjustment) with the ammonia then released to the
atmosphere by physical means; or other similar processes which remove petroleum products such as benzene, toluene, and xylene;
(6) Carbon Regeneration. The regeneration of exhausted carbon by the use of a furnace to provide extremely high temperatures which volatilize and oxidize the
absorbed Impurities;
(7) Carbonaceous Stage. A stage of wastewater treatment designed to achieve 'secondary' effluent limits;
(8) Centrifuge. A mechanical device in which centrifugal force is used to separate solids from liquids or to separate liquids of different densHas;
(9) Chemical Addition Systems- The addition of chemical(s) to wastewater at an application point for purposes of Improving solids removal, pH adjustment,
alkalinity control, etc.; the capability to experiment with different chemicals and different application points to achieve a specific result will be considered one
system; the capability to add chemical(s) to dual units will be rated as one system; capability to add a chemical at a different application points for different
purposes will result In the systems being rated as separate systems;
(10) Chemical Sludge Conditioning. The addition of a chemical compound such as Ilme, ferric chloride, or a polymer to wet sludge to coalesce the mass prior to
its application to a dewatering device;
(11) Closed Cycle Systems. Use of holding ponds or holding tanks for containment of wastewater containing Inorganic, non -toxic materials from sand, gravel,
crushed 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 required to achieve permit effluent limits on BOD
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) Denftrilication Process. The conversion of nftrate-nhrooen to Htronen nas[

__ 1
(15) Electrodialysis. Process for removing ionized salts from water through the use of Ion -selective Ion -exchange membranes;
(16) Filter Press. A process operated mechanically for partially dewatering sludge;
(17) Foam Separation. The planned frothing of wastewater or wastewater effluent as a means of removing excessive amounts of detergent materials through
the introduction of air in the form of fine bubbles; also called foam fractionation;
(18) Grit Removal. The process of removing grit and other heavy mineral matter from wastewater;
(19) Imhoff Tank. A deep two story wastewater tank consisting of an upper sedimentation chamber and a lower sludge digestion chamber.
(20) Instrumented Flow 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 injection
(i.e., chisel plow); [not applicable for types of sludge described in (11) of this Rule];
(b) Treated Effluent. The process of spraying treated wastewater onto a land area or other methods of application of wastewater onto a land area as a
means of final disposal or treatment;
(23) Microscreen. A low speed, continuously back -washed, rotating drum filter operating under gravity conditions as a polishing method for removing
suspended solids from effluent;
(24) Nitrification Process. The biochemical conversion of unoxidized 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 ammonia nitrogen 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 microorganisms;
(27) Polishing Pond. A holding pond following secondary treatment with sufficient detention time to allow settling 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 nonmechanical, gravity means of flowing down 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
adjustment; thus, zero points are assigned even though this is an essential step to meeting the limits 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 tank 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-treatment Unit, Industrial. The conditioning of a waste at its source before discharge, to remove 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 in -plant pumps;
(36) Radiatiort." 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 free 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 blodecomposition is
expected to produce desired effluents; Hydraulic loading rates on these filters are computed In gpd/ac and have a resulting low gpm/sf (less than one);
b) Recirculating biological - the same type of sand filter 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 Fitters. 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 five gpm/sf range; At any rate, the loading rate will exceed three gprWsf,.
(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 Reaeratfon. A part of the contact stabilization process where the activated sludge Is transferred to a tank and aerated before retuming 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 organic 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 Elutriatlon. A process of sludge conditioning in which certain constituents are removed by successive washings with fresh water or plant effluent;
(47) Sludge Gas Utilization. The process of using sewage gas for the purpose of heating 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 days 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 putrescble, and to reduce the pathogenic organism
content; This may be done by pH adjustment, chlorine dosing, or by 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 portable electrical generating equipment;
(54) Static Screens. A stationary screen designed to remove solids, including non -biodegradable particulate (floatable 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 settling 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 fluid outside the tubes, or vice versa;
or other means of regulating liquid temperatures;
(57) Thermal Sludge Conditioner. A conditioning process by which heat Is added for a protracted period of time to Improve the dewaterabllfty of sludge by the
solubilizing and hydraulizing of the 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 arty organism, either directly from the environment or indirectly by ingestion through food chains, will cause death, disease, behavioral
abnormalities, cancer, genetic mutations, physiological malfunctions (including malfunctions in reproduction) or physical deformations. In such organisms or their
offspring; Toxic materials Include, by way of Illustration and not Ilmitation: lead, cadmium, chromium, mercury, vanadium, arsenic, zinc, ortho-nitro-chlorobenzene
(ONCB), polychlorinated blphenyls (PCBs) and dichlorodiphenyl trichloroethane (DDT); and any other materials that have or may hereafter be determined to have
toxic propertles-
(59) Trickling Filter. A biological treatment unit consisting of a material such as broken stone or rock over which wastewater is distributed; A high rate trickling
filter Is one which operated at between 10 and 30 mgd per acre. A low rate trickling filter 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 media 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, or may be
adapted to produce a nitrified effluent;
(61) Vacuum Filter, Centrifuges, or Filter Presses. Devices which are deslgnsd to remove excess water from either digested or undigested sludge prior to disposal
or further treatment.

State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Environmental Management
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
A. Preston Howard, Jr., P.E., Director
Mr. Alexander Buchan
48 Beaumont Drive
Hendersonville, NC 28739
Dear Mr. Buchan:
1
D Er
October 2, 1998
tI
Subject: General Permit NCG550000
Cert. of Coverage NCG550994
Authorization to Construct
Alexander Buchan Property
Henderson County
A letter of request for an Authorization to Construct was received July 20, 1998 by the Division
and final plans and specifications for the subject project have been reviewed and found to be
satisfactory. Authorization is hereby granted for the construction of 360 GPD wastewater treatment
system consisting of a 1000 gallon septic tank, primary distribution box, 318 square foot (6'X 53')
primary sandfilter, with a loading rate of not more than 1.15 GPD/square foot, secondary distribution
box, 162 square foot (6'X 27') secondary sandfilter with a loading rate of not more than 2.30 GPD/square
foot, chlorinator, contact tank and cascade aeration with a discharge of treated wastewater into an
unnamed tributary to Mud Creek classified C waters in the French Broad River Basin. Each sandfilter
must have a minimum of two feet of sand. All elbow piping must be of the long sweeping type. All
cleanouts are to be housed in meter boxes below the surface. This system must be at least 10 feet from
the dwelling and property lines and at least 100 feet from water supply wells. on and off the site. The
system must also be contracted and located above a 100 year flood.
If any parts, measurement frequencies or sampling requirements contained in this general permit
are unacceptable to you, you have the right to submit an individual permit - application and letter
requesting coverage under an individual permit. Unless such demand is made, this decision shall be
final and binding. Please take notice this permit is not transferable. Part. II, EA. addresses the
requirements to be followed in case of change of ownership or control of this discharge.
The Authorization to Construct is issued in accordance with Part III, Paragraph 2 of NPDES
Permit No. NCG550000, and shall be subject to revocation unless the wastewater treatment facilities are
constructed in accordance with the conditions and limitations specified in Permit No. NCG550000.
In the event that the facilities fail to perform satisfactorily, including the creation of nuisance
conditions, the Permittee shall take immediate corrective action, including those as may be required by
this Division, such as the construction of additional or replacement wastewater treatment or disposal
facilities.
The Asheville Regional Office, telephone number 8289/251-6208, shall be notified at least forty-
eight (48) hours in advance of operation of the installed facilities so that an in -place inspection -can be
made. Such notification to the regional supervisor shall be made during the normal office hours from
8:00 a.m. until 5:00 p.m. on Monday through Friday, excluding State Holidays.
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
an Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer pape

Jfermit No. NCG550000
Authorization to Construct
Mr. Alexander Buchan
NCG550994
October 2, 1998
Upon completion of construction and prior to operation of this permitted facility, a certification
must be received certifying that the permitted facility has been installed in accordance with the NPDES
Permit, the Certificate of Coverage, this Authorization to Construct and the approved plans and
specifications. Mail the Certification to the Stormwater and General Permits Unit, P.O. Box 29535,
Raleigh, NC 27626-0535.
A copy of the approved plans and specifications shall be maintained on file by the Permittee for
the life of the facility.
The sand media of the sandfilters must comply with the Division's sand specifications. The
engineer's certification will be evidence that this certification has been met.
A leakage test shall be 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-four (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 Water Quality 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 be required by the Division of Water Quality 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,
ORIGINAL SIGNED BY
WILLIAM C. MILLS
A. Preston Howard, Jr., P.E.
cc: Central Files
Roosevelt Childress, EPA
Point Source Compliance Enforcement Unit
Henderson County Health Department
James M. Edney, Land of the Sky Realty

Permit No. NCG550000
Authorization to Construct
Mr. Alexander Buchan
NCG550994
October 2, 1998
Engineer's Certification
I, as a duly registered Professional .Engineer in the State of North
Carolina, having been authorized to observe (periodically, weekly, full time) the construction of the
project, for the
Project Name Location
Permittee hereby state that, to the best of my abilities, due care and diligence was used in the observation
of the construction such that the construction was observed to be built within substantial compliance and
intent of the approved plans and specifications.
Signature
Date
Registration No.

STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT, HEALTH, AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
GENERAL PERMIT NO. NCG550000
CERTIFICATE OF COVERAGE No. NCG550994
TO DISCHARGE DOMESTIC WASTEWATERS FROM 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,
Alexander Buchan
is hereby authorized to operate a wastewater treatment facility that consists of a septic tank, distribution box,
primary sandfilter, distribution box, secondary sandfilter, chlorinator, contact tank, cascade aeration and associated
appurtenances with the discharge of treated wastewater from a facility located at the
Buchan Property
Lot 220, Tranquility Place
southeast of Valley Hill
Henderson County
to receiving waters designated as an unnamed tributary to Mud Creek in the French Broad River Baisn
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 October 2, 1998.
This Certificate of Coverage shall remain in effect for the duration of the General Permit.
Signed this day October 2, 1998.
ORIGINAL SIGN® BY
A. Preston Howard, Jr., P.E.; Director
Division of Water Quality
By Authority of the Environmental Management Commission

7of Nrth Carolina
epartmer�t of Environment
atural Resources
vson of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
A. Preston Howard, Jr., P.E., Director
August 13, 1998
D E N R
Mr. Gerald Haskins
PO Box 1839
Hendersonville, NC 28793-1
D Subject: Application No. NCG550994
Additional Information Request
AUG 8 t4QR Jimmy Edney Residence
Henderson County
WER QUALFN SECTION
Dear Mr. Haskins: ae MAI f ncr_in IA] ACCOC
The Stormwater and General Permits Unit has completed review of the wastewater treatment
facility plans and specifications.
The plans must address following items before we can complete our review:
1) A cleanout must be placed between the residence and the septic tank. Piping slope
from the house to septic tank must be from 1% to 5%.
2) The plans must address that all piping susceptible to vehicular traffic will be ductile
iron.
3) The primary sandfilter must be sized to accommadate a loading rate of not more4than
1.15 GPD/ft2. It can be 3' X 105' or 6' X 53'.
4) The secondary sandfilter must be sized to accommadate a loading rate of not more
than 2.30 GPD/ft2. It can be 3' X 53' or 6' X 27'.
5) Six feet wide filters must have two distribution lines. Both lines are to be three feet
on center. The distribution lines in each filter must have a less than 2% slope. The
collection lines in each filter must have a 0 to 1 % slope. Distribution lines in each
filter must be plugged or capped.
6) All filters must be lined with a 10 mil liner. Each filter must be vented to the surface
for additional aeration and flow of wastewater.
7) If six feet wide filters are used, a distribution box must be placed prior to both the
primary and secondary filter. We recommend the adjustable cap type.
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]

PGerald Haskins
August 13, 1998
Page 2
8) All elbow piping must be of the long sweeping type for ease of maintenance. All
cleanouts must be housed in meter boxes below the surface, with the meter box cover
flush to the soil surface.
Please submit three copies of the revised plans and specifications addressing all information
above to my attention. Also, please note that failure to provide this information on or before September
18, 1998 will subject your application to being returned as incomplete. If you have any questions please
call me at 919/ 733-5083, ext. 542.
Sincerely,
Ick K. Wiggins
Stormwater and General Permits Unit
cc: Asheville Regional Office

6hNORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
ASHEVILLE REGIONAL OFFICE
WATER QUALITY SECTION
August 17, 1998
James M. Edney
Ld of the Sky Realty
;t Office Box 1923
idersonville, North Carolina 28793-1923
Subject: NPDES General Permit Application
Application Number NCG550994
Henderson County
it Mr. Edney:
I have reviewed the Single Family Residence General
--mit Application and attached documents you submitted for
number 220 in Tranquility Place. I am sending you a
ink copy of the first page of the Notice of Intent. I
ald like this resubmitted under the name of Mr. and Mrs.
:�hanan; the current owners of lot 220. My reasoning being
at the Buchanans are the only people involved who I can be
re will ever own Lot 220. You as the Realtor involved in
possible sale of lot 220 do not own the lot and likely
ver will and the Vices, as possible buyers, may not
rchase the lot. Should the Vices purchase the property,
Permit can be transferred over to them for a fee of
00.00 accompanied by a copy of the deed..
I have looked at the construction plans for the
oposed wastewater treatment system and notice that the
r_ans call for corrugated sewer pipe. Our experience has
been that corrugated sewer pipe is relatively -fragile and
during the construction process or later during the passage
of vehicular traffic might be crushed.. I would suggest
that the plans be modified to show the use of perforated
schedule 40 plastic pipe instead. This comment is offered
in addition to the comments made by Mr. Mack Wiggins in his
letter dated August 13, 1998 to Mr. Gerald Haskins: a copy
of which I have attached for your information.
INTERCHANGE BUILDING, 59 WOODFIN PLACE, ASHEVILLE, NC 28801-2414
PHONE [phone] FAX [phone]
AN EQUAL OPPORTUNITY /AFFIRMATIVE ACTION EMPLOYER - 50% RECYCLED/I0% POST -CONSUMER PAPER

James M.Edney
August 17, 1998
Page Two
Thank you very much for taking time out of your busy
schedule on August 5, 1998 to show me the property.
Sincerely,
Roy M. avis
Environmental Engineer
Enclosure
Xc. Mack Wiggins
Gerald Haskins
Henderson County Health Department
550994LR

15;e'( rtlL" UtPI bJHItk UURLITY SECTION TO
lv� y ✓or` s ,--�o�, -
. f, a- cle-- "/ 77 "Y-5
to of orth Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James S. Hunt, Jr., Govemor
Wayne McDevitt, Secretary
A. Preston Howard, Jr., P.E., Director .
August 13,1998
W. Gerald Haskins
PO Box 1839
Hendersonville, NC 29793-1839
PRO P.©1/02
Subject: Application No. NCG550994
Additional Information Request
Jimmy Edney Residence
Henderson County
Dear Mr. Haskins -
The Stormwater and General Permits Unit has completed review of the wastewater treatment
facility Plans and specifieafions .
The plans must address following items before we can complete our rcvview:
1) A cleanout must be placed between the residence and the septic tank Piping slope
from the house to septic tank must be from 1% to 5%,
2) The plans must addms that all piping susccptible to vehicular traffic will be ductile
iron.
3) The primary sandfilW must be sized to aecommadate a loading gate of not more thm
1.15 GPDIfi2. It can be 3' X 105' or 6' X 53'.
4) The secondary sandfilter must be sib to accommadate a loading rate of not more
than 230 GPDIfI2. It can be 3' X 53' or 6' X 2T.
5) Six feet wide filters must have two distribution lines. Both lines are to be th= feet
on cesrter. The distribution lines in each filter must have a Iess than 2% slope. The
collection lines in each filter must have a 0 to 1% slope. Distri-bution lines in each
filter must be plugged or capped.
6) All filters must be lined with a 10 mil liner. Each filter must be vcntcd to the surf'ace
for additional aeration and flow of wastewater.
7) If six feet wide filters are used, a distn`bution box must be placed prior to both the
primary and secondary filter. We recommend the adjustable cap type.
An Equal opportunity A{fknmtWe Actk
P.O. I33t 2.4&W, Pmleioh, Nodh Carolina
ierpaper
910-733-0719

15.0E FROM DEM WRTER 12URLITY SECTION TO
Gerald Haskins
August 13,1998
Page Z
8) All elbow piping must be of the long sweeping type for ease of maintenance. All
cleanouts must be housed in meter boxes below the surFacc, with the mctcr box cover
Hush to the soil surface.
Flee subnt three codes of the reused plans and specificaSows addren-mg off mfornWion
above to my aaentiom. Also, please note that failure to provide this information on or before September
19,1998 will subject your application to being returned as incomplete. If you have any questions please
call me at 919E 733-5083, ext_ 541
Sinmzciy,
K Wiggins
Stonnwater and General Permits Unit
cc: Asheville Regional Office
TOTPL P.92

07 FROM D31 WRTER QUALITY SECTION TO
APO P.01i02
Fle of North Carolina
partment of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Seereta
A. Preston Howard, Jr., P.I., Director
August 13,1998
Mr. Gerald Hasidw
PO Box1839
Hendersonville, NC 29793-1839
AM�5VA
D E N R
Subject: Application No. NCG550994
Additional Infornuflon Request
humry Edney Residence
Henderson County
Dear Mr. Haskins -
The Stormwater and General Perluits Licit has completed review of the wastewaW treatment
facility plans and specifications -
The plans must address following items before we can complete our review:
1) A cleanout must be placed between the residence and the septic tank. Piping slope
from the house to septic tank must be from I % to 5%.
2) The plans mast address that all piping susceptible to vehicular traffic will be ductile
iron.
3) The primary sandfilter must be sized to aecommadate a loading rate of not more than
L15 CPA/ft2. It can be 3' X 105' or 6' X 53'.
4) the secondary sandfilter must be sized to accbmmadate 'a loading rate of not move
than 230 GPDID2. It can be 3' X 53' or 6' X 27'.
5) Six feet wide filters must have two distribution lines. Both lines are to be three feet
on center. The distribution Iines in each filter must have a Iess than 2V9 shape. The
collection lines in each filter must have a 0 to I% slope. Distrr-bution lines in each
filter must be plugged or capped.
6) All filters must be lined with a 10 mil liner. Each filter must be vented to the since
for additional aeration and flow ofwastewatw.
7) Ifsix feet wide filters are used, a distribution box must be placed prior to both the
primary and secondary filter. We recommend the adjustable cap type.
An Equal Opportunity AtPirmalive Action
P.O. Box 29535, Raleigh, North Carolina 2
919-733-0719

08 FROM DEN WRTER QUALITY SECTION TO RRO P.02/U2
ins
a) All elbow piping must be of the long sweeping type for ease of maintenance. Ail
cleanouts must be housed in meter boles below the surface, with the meter box cover
flush to the soil surface.
Please subaW three copies of the remeed plain atxdspmfreawas addressing all Wformaden
above to my attention. Also, please note that failure to provide this information on or before September
18, 1998 will subject your application to being returned as incomplete. If you have any questions please
call me at 9191733-5083, ext. 542.
cc: Asheville Regional Office
k R. Wiggins
Stormwatr end General Permits i7�t
TOTRL P.02

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Mapped and edited by Tennessee Valley Authority
Published by the Geological Survey H E tA'zrx
Control by NOS/NOAA, USGS, and TVA NN 1000 0
GN L—i-1-=d i=1-
Revised by TVA in 1962 by photogrammelric methods using I
r=- aerialphotographsphotographs taken 1962 and by reference to TVA-USGS 2y2'
quadrangle dated 1946. Map field checked by TVA, 1965 44 MILS 0.50•
15 MILS N
Polyconic projection. 1927 North American datum ,
10,000-foot grid based on North Carolina
rectangular coordinate system
1000 meter Universal Transverse Mercator Grid ticks, urM GRID AND 1978 MAGNETIC NORTH
DECLINATION AT CENTER OF SHEET THIS MI
Zone 17, shown in blue Revisions shown in purple and woodland compiled by FOR SALE E
Fine red dashed lines indicate selected fence and field lines the Tennessee Valley Authority from aerial photographs AND BY U.S. TENNESSEE VALL
visible on aerial photographs. This information is unchecked taken 1976 and other source data. This information A FOLDER DESCRII

119 MLS
REALTOW
LAND OF THE SKY REALTY
Four Seasons Blvd. at Orrs Camp Road
Hendersonville, North Carolina 28792
Bus. 692-0251
Jarnes M. Ebney 1-800-282-0251
Res. 692-8600 Fax [phone]

AU G- S-9 W EIl 1 ! 2 1 LAND U F" THE SKY
P - 02
State of Ndrth Ca olina
Department of Environment,
Health anc Natur I Resources A 4 JO
Division of;Environmental Management
James B. Hf nt, Jr., governor
Jonathan B.° Howes Secretary ■--�
A. Preston Howard, Jr., P.P., 01roctor ■—�
September 30,1993
HUGH & EL�ANOR OR MUIR RESIDENCE (H GH AND EL.EANOR)
210 TRANQl.li_I.ITY PLACE
HEND'E1-5614VILLE kc 28739 Subject. MUIR RESIDENCE (HUGH AND EL.EANOR)
Certificate of Coverage NCG550437
General Permit NCG550"
Formerly MES Permit NCO069396
Henderson County
Dear PexmittO.,
The Divisions bf Envirc ,mental Management has recently evaluated all existing individual permits for potential
coverage under genera, permits currently issued by the Division. 15A N.C.A.C. 211,0127 allows the Division to
evaluate grow s of per its having similar discharge activities for coverage under general permits and issue
coverage wk� e the D vision find control of the discharges more appropriate in this manner. The Division has
determined tat the subject discharge qualifies for such coverage. 'Merefore, the Division is hereby issuing the
subject Certificate of C�.evexage under the state-NI'DES general permit no. NCG55MOO which shall void NPD89
Permit NC00G9396. This Certificate of Coverage is issued pursuant to the requirements of North Carolina and the
US F.Av"ntal Prot tion agency Memorandum of Agreement dated DecernUer 6,1983 and as subsequently
amended. '
If any parts, rfteasurernent frequencies or sampling requirements contained in this general permit axe unacceptable to
you, you hav the ri81• to submit an individual permit application,, associated processing fee and letter requesting
coverage etxtc er an individual pem-dt. Unless such demand is made, this decision shall be final aztd bindi .Please
tape notice this Certifir ate of Coverage is not transferable. Part il. EA, addresses the requirements to be followed
in ease of chff age of o nership or control of this discharge,
in the event hat the . cilities fail to perform satisfactorily, including the creation of nuisance conditions, the
rermittee sh411 tape mediate corrective action, including those as :nay be required by this Division, such as the
construction f additional or replacement wastewater txeatment or disposal facilities. Construction of any
wastewater tMatment.facilities will require issuance'of an Authorization, to Construct from this Division.
'Failure to abide by th requirements contained in this Certificate of Coverage and respective general peralit may
subject the P4rmittee t an enforcement action by the Division of Environmental Management in aCtordBnce with
North Caro]ij a Gene�l Statute '143-215.6A to 143-215.6C. please note that the general permit does require
monitoring. accord ce with federal law, The monitoring data is not required to be submitted to the Division
unless specifically re ested, however, the permittee is required to maintain all records for a period of at least
three (3) years.
Post Office'Box 295' Raleigh, North Carolina 27626-0535 Telephboner((9919 7733-� 83 FAX (919) 7 ler � �9
An Egaal 6ppo;tu Affirmative Action Employer Y Pos

AU G- S-9:B WED 1 S Cg 22 LAND O F -rHE: SKY
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page 2
HUGH & QR rR
lvfl.FYR R>3S1D CE nGI1 AI�IT�171,BANOR)
Certificate of Coveraa. NCC550437
I
P . 0 �
The issuance q this Ce dricate of Coverage is an administrative action initiated by the Division of
Environmental Managei rLent and therefore, no fees are clue at this time. In accordance with current rules, there
are no annual Administr itive and compliance monitoring fees for coverage under general permits.. The only fee
you will be responsible or is a renewal fee at the time of renewal. The current permit expires July 31,1997.
This coverage will ream in valid through the duration of the attached general permit. 'Ihe Division will be
responsible fore the rdw ance of the general permit and at such time, you will be notified of the procedures to
follow to conthiue Cover ge under the reissued permit. Unless you fail to follow the procedures for continued
coverage, you {vill con 't ue to be Nnmitted to discharge in a=rdance with the attached general permit.
The issuance o this Cer ificate of Coverage does not preclude the Fern-dttee from complying with any and all
statutes, rules, �egulatia , or ordinances which maybe required by the Division of Environmental Management
or permits required by Division of Land Resources, the Coastal Area Management Act or any Federal or
Local other goverrunenj 1 permit that :may be required.
If you have an' ques
Asheville F egion
the NPDES Grpup in
I
i
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cc: Asheville
Central Fides
I
is or need additional information regarding this matter, please contact either the
�ffice, Water Quality Section at telephone number 704/ 51-6208, or a review engineer in
, Central Office at telephone number 919f 793-5083.
Office
S',nriyely,
y
4Preston/Howa ., P.E.
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This Certi
STATE OF NORTH CAROLINA
TT OF ENVIRONMENT, HEALTM AND NATURAL RESOURCES
DIVISION OF ENVIRONMENTAL MANAGEMENT
GENERAL PERMIT NO. NCG5500W
CERTMICATB OF COVERAGE No. NCG550437
TED DOMESiiC WASTEWATERS FROM SINGLE PAWLY RESIDENCES AND
S MIFdAR WASTEWATERS UDDER THE
a the provision of Nosh Carolina General Statute 143-215.1, other lawful standards and
ted and adopted by the N01th Carolina Environmental Management Commission, and the
Federal Water Pollution Control Art, as amended,
MUIIR RESIDENCE (HUGH AND RLIANOR)
authorized to discharge treated domestic wastewater from a facility located at
MUM RESIDENCE (HUGH AND ELF.ANOR)
mendemon County
diving waters designated as the UT TO MUDD CREEK/FRENCH BROAD BS
e effluent ]imitations, monitoring requirements, and other conditions set forth in Parts 1, 9,
III and IV of Ceneral Permit No. NCG"OOW as attacked.
`Phis certificate of coverage shall become effective January 1,1994.
�cate of Coverage shall remain in effect for the duration of the General Permit.
r
Signed this day, September 30,1993.
A. Preston Howar , Jr., P1,13irector
Division of Environmental Management
By Authority of the Environmental Management Commission

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In co�Inphan
law 1 stani
Envi onmez
Act, as ame
perm ttees,
of Co rerage
of tr ated
requi emeni
This �ermit
Y This ermit
STATE OF NORTH CAROLIN'.A
U OF ENVIRONMENT, HEALTH, AND NATURAL RESOURCES
DMSION OF ENWRONMENTAL MANAGEMENT
DOMESTIC WASTEWATERS rRom SINGLE FAMILY RESIDENCES AND
DISCR4RGES WITH simnjAk CHARAOTERISMS =ER THE
with the provision 'of North Carolina General Statute 143-215.1, other
rds and regulations promulgated and adopted by the North Carolina
,I Management Commission, and the Federal Water Pollution Control
'edd, this permit is hereby issued to all owners or operators, Hereafter
-ich are covered by this permit as evidenced by receipt of a Certificate
r the Environmental Management Commission to allow the discharge
Lstewate:r in accordance with the effluent limitations, monitoring'
ana other conditions set forth in Parts I, II, III and ISM hereof
become effective September 15,1993
expire at midnight on_July 31,1997
A. F.
Freston Howard, Jr., E , Director
Division ofEnviroiimental Management
By Authority of the EnvironmentaI Management Commission

PARS' l
A. Effluent Limitations and Monitoring Requirements Final NpDES Permit Nm NCO550000
During the period beginning on the effective date of the pemtit and lasting until expiration, the Permittee is authmizei to discharge
from out€all(s) serial numberODL Such discharges shalt be limited and monitored by the Permittee as specified below:
Ef ont C'hamcteristics
Flow* .
BOD, 5 day, 20-C
Total Suspended Residue
Dissolved Oxygen, (minimum)
Fecal Conform (geometric mean)
Total Residual Chlorine***
Temperature
Disc imitatio
&nthly Average .Daily Mmimtttn
30.0 mgA 45.0 mgll
30.0 rragfl 45.0 mgll
200.01100 nil 400.0/iODnd
itoring-Reauirrm
Ycmti=nt
SarWle_
a�
uen
fi
Annually
I?stimate
Effluent
Annually
Grab
Effluent
Annually
Grab
Effluent
Annually
Crab
Effluent
Annually
Orsb
Effluent -
Annually
Grab
Effluent
Annually
Grab
Effluent
# The design flow of this treatment facility is less than orequal to 1,00Dgallons per day.
** The daily average dissolved oxygen effluent ooncentration shall not be less than 6.0 mg/l.
The PH small not be less than 6.0 standard units nor greater than 9.0 standard units for fresh surface water classifications. The
pH shall not be less than 6.8 standard units nor greater than 8.5 standard units for tidal salt water classifications.
The treatment system for existing systems shall consist of a septic tank, sand filter and disinfection. The treatment system for -
new systems shalt consist of a septic tank, Baal sand filters or recirculating sand filters, disinfection and post aeration. The tablet
chlorinator and dechlorinatar, if applicable, shall be inspected weekly to ensure there is an ample supply of cl.lorine tablets ffor
eontinnous disinfection of the effluent.
*** Facilities discharging iota surface waters with the Trout Stream su pplernes.tal classification. shall provide a demonstrated
alternate method of disinfection other than eltlorinatian or provide dechlorination if Chlorine disinfection is utilized.
t7
There shall be no discharge of floating solids or visible foam in other titan trace amounts.
94 Tin permittee shall be responsible for the following maintenance of the treatment system and shall maintain a record of the
p maintenance activities:
W - n' . Septwianlcgsitallemaitftned-"14jmes:foTmmt-Seepageof agatt t]se :face of ttte.gcound.-+
�
y.
3 #2. Septic tanks need routine maintr.rtance and shall be checked at least y earl to detennine if solids need to €.e removedor
other maintenance perfomted.
OD . #3�.. ntents opt v ptir�# ks sha I be cIEspgsed of at a Iowtinn and in a manner agprav_od by the state or local
agency.
I
THE PER1triL= SHALL PROPERLY COr1NEGTTO AN OPERATIONAL PUBLICLY-OWNED'WASMWATF.A
COLLECTION SYSTEM Wi'M N 180 DAYS OF ITS AVAILABMITY TO THE SITE.
0
Single )"amity Residence t7oMAG t?is¢harge of less t6eR LOW GPD

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NPDES Submittal Requirements a ;dDesign Criteria
I.
II.
for New Single Family Discharges
(for single pass sand filters)
In addition to the design requirements found in the regulations,
the following criteria must be met
Certificate of Coverage (COC) and Authorization to Construct (ATC) Submittal Requirements.
For a COC/ATC package to be considered complete it shall include:
a) lLetter requesting a Certificate of Coverage and an Authorization to Construct.
b) ---"General permit processing fee of $240.00 ($100.00 if you already have a COC).
c) `Completed original COC Application with two copies.
d) ,r/ Three sets of plans and specifications of proposed treatment system (See Part II).
Plan Submittal Requirements.
To be considered complete each set of Plans shall:
a) Inclu4p
a scaled Site Plan showing the following:
1),<'Property boundaries, residence, system layout and the point of discharge.
2) Mark the distance from the closest treatment component to:
a)
vthe property line.
b)
---,the dwelling or residence.
c)
✓any existing proposed wells on the site.
d)
>6y wells on adjacent properties.
e)
many lake, stream, canal, marsh, or reservoir.
3) Meet all buffer requirements of 2H .0219 which (for subsurface systems) include:
a)
✓any Class I or II impounded reservoir used a source of drinking water
100 feet
b)
any other lake, stream, canal, marsh, or coastal waters (except SA & SB)
50 feet
c)
,/any building foundation or upslope drainage systems
10 feet
d)
,any downslope drainage systems (drains or surface water diversions)
25 feet
e)
tiany basement or swimming pool
15 feet
f)
:i y property line
10 feet
g)
> y potable well and adjacent property wells
100 feet
b) Include a Detail of each major treatment component (septic tank, distribution box, sand filters,
disinfection unit, and rip rap aeration). Show the following:
1) scaled plan and sectional views of each component.
2) size, capacity, and material of construction of each component.
3) inlet and outlet elevations of the septic tank, distribution box, sand filters and disinfection units.
c) Include specifications for each manufactured or off -the -shelf unit (i.e. the tablet chlorinator and precast
units).
Wastewater Treatment System Design Criteria
a) System Design Flow
System design flow must be based on a minimum 120 gallons per day (GPD) per bedroom. In any
event, the minimum design will be 240 GPD and not greater than 1000 GPD.
b) Distribution Box
Distribution box must be shown in detail and insure equal distribution of wastewater into the parallel
sand filters or distribution lines. DWQ recommends the adjustable cap type.
ATC criteria for SFRs. Draft 04103197

c) Septic Tank (septic tanks shall be designed in accordance with 18A NCAC .1952 & .1954)
1) The septic tank shall be sized to provide a minimum of 1 day detention time at design flow.
2) The minimum capacity is 750 gallons, however, the recommended size is 1000 gallons.
3) The recommended size for homes with garbage disposals is 1250 gallons.
4) Soil cover over access ways shall not exceed 4 inches.
d) Single Pass Sand Filters
Sand filters must have an application flow rate not to exceed:
1) Hydraulic Loading - Subsurface primary sandfilter 1.15 gpd/ft2
- Subsurface secondary sandfilter 2.30 gpd/ft2
- Surface sand filters 3.40 gpd/ft2
2) Filter media shall meet the following specifications:
a) Effective size 0.35-0.50 mm
b) Uniformity Coefficient less than 3.0
c) Dust content less than 0.5 %
3) Plan and section views of sandfilter must be shown to scale in the design with length(s) and
width(s) designated on the plans.
e) Disinfection
Easy access to the unit must be provided for periodic inspection and maintenance.
1) Chlorination
a) Tablet chlorinator must be provided and shown in detail with proper size designated.
b) Chlorine contact tank must have at least 30 minutes detention time. Plans of the contact
tank must be submitted to show section views with dimensions.
2) Other methods of disinfection (such as ultraviolet disinfection)
Plans and specifications must clearly show operation, maintenance, repair procedures, sizes, etc.
Include manufactures specifications.
f) Dechlorination - (Only required if using chlorination and discharging to trout class waters)
Table type dechlorination with proper size designation.
g) Post Aeration
Cascade aeration can be achieved by rip rap.
h) Pipes and Lines
1) The slope of the pipe from the house to the septic tank shall be equal to or greater than 2%, but
not more than 5 % .
2) The discharge pipe must be covered to a minimum depth of 18 inches.
3) Flow from the receiving stream back into the system shall be prevented.
4) Distribution lines and filtrate collection lines must not be less than 3 inches in diameter, 4 inches in
diameter is recommended.
5) Distribution lines must be installed using grade boards.
i) Bed Rock
If sand filters are installed in bedrock, the filters shall be lined with an impermeable membrane which
will be a minimum of 10- inches in thickness.
j) Miscellaneous
1) the wastewater treatment system must be constructed and installed in a manner to be protected
from a 100 year flood.
2) Standby power is required for:
a) . homes which may generate wastewater during a power outage, and
b) power is required for disinfection.
ATC criteria for SFRs. Draft 04103197

TYP.ICAI, S 11'E PI AN
SINGLE FAMILY RESIDENCE DIIAI, SUBSURFACE
SAND FILTER TYPE TREATMErIT SYSTEM
EXAMPLE ONLY - PLEASE PRESENT A SIMILAR SITE PLAN
SPECIFIC TO YOUR PROPERTY AND PROPOSED
RESIDENCE SHOWING THE FOLLOWING:
Vicinity Map
dsn�� �SIT�
J7geq Ae
DISCHARGE _
i
,rcauq Dcr
/:ERA roe
GktcQl nle CtNLo21N ATe-Q
GOA1TACr f
G fL►H��
s,-Ccu1DRRY
5 q ti+D
F�LTl1t
att MtSUTicG-)
✓ BOX
P414ARY
sswD
F1LTF2
If
WATIM
tArLL
StwPt�.
SITE PLAN SHOULD SHOW THE FOLLOWING.
BUILDING LOT WATER SUPPLY WELL(S)
.AND HOUSE VICINITY MAP WITH HIGHWAY
RECEIVING STREAM AND STATE ROAD (SR) NUMBE S
DISCHARGE POINT TREATMENT SYSTEM AND LAYOUT
NORTH ARROW

TYPICAL 1.000 ':F:I'TW 'TANK
-I
WLET�
N O-i -r o 5 G &L97
1. SEPTIC TANK TO BE CONSTRJ.IC:TFD ON CONCRETE
(.MINIMUM 2500-PSI) REINFORCED IN ALL DIRECTIONS
WITH 3/8 INCH Q� BARS 1.2-INCH O.C. OR APPROVED
EQUAL. ALL INTERIOR STIRFACF.S TO BE COATED WITH
WATERTIGHT SEALANT.
2. BAFFLE CONSTRUCTED.OF BRTCK OR CONCRETE
(REINFORCED AS DESCRT1�Et) ABOVE) WITH HOLES
PROVIDED SIMILAIR TO THOSF. SHOWN.
3. SEPTIC TANK SIiALL BE PLACFI-) ON UNDISTURBED EARTH
BASE OR COMPACTED SLITTARr.r FTL,L, MATERIAL TO 90%
STD PROCTOR

TYPICAL SUBSUPFACF ,ANT) F• rr,TE:RS
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FILTER SorQb
FILTER SAND
SPECIFICATIONS
0.35-0.50 mm
B�O A ll'-�
EFFECTIVE SIZE
<3.0 UNIFORMITY
/i�i/w///=/i/-i,//=i//�///.:-I COEFICIENT
u" I FORS <0. 5%DUST CONTENT
3,r
B o-I-F4 L I N
1'. DISTRIBUTION LINES SHALT_, RF PEPFORATED (FLEXIBLE) PVC
PLACED SUCH THAT THE DI. .TinR�;s FROM THE LINE EXITS THE
SIDEWALL. THE END OF FArrt r)f-lTRTR-UTION LINE SHALL BE
PLUGGED OR CAPPED.
2. FILTRATE COLLECTION LINES SHAI.,I, BE HARDWALL PVC WITH
PREDRILLED 1/2 HOLES LOCATED TM THE TOP HALF OF THIS
COLLECTION LINE.
DISTRIBUTION LIMES AND r• T r,'rRA'rE COLLECTION LINES SHALL
BE 4-INCH DIAMETER.
GRADE BOARD IS NOT REQUIRED IF TRENCH (FILTER) IS
CONSTRUCTED AT 3-INCH PER 10n FT GRADE.

s«; I NOT TO scaL_E
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FOUR SEASONS BOULEVARD • P O. BOX '1923 HENDMISONV1LLE, N.C. 29793
Y
FAX [phone] • TE:Lk,lyHONZ 704.0, 2-0251 TOLL FREF SO0_282-0251
-
Tele]rax No. Sent Ta:
hate and Tiee Sent: :?
hi trari 1, action consists of k.� _ pages plus this
ov r she t. If YOU did not receive all'the pages, please
an act s at (704.) 692-0251.
e4fax N�,, Sent FrOM: 704-696-g855 0
Residential • industrial - Commercial • Acreage N�',

J
2.
3.
4.
r-
State of North Carolina
Department of Environment, Health and Natural Resources
Division of Environmental Management
512 North Salisbury Street • Raleigh, North Carolina 27611
B. Hunt, Jr., Governor A. Preston Howard, Jr., P.E.
m B. Howes, Secretary Director
NOTICE OF INTENT
Application for Coverage under General Permit NCG550000; Single Family Domestic Units
Name, Address, location, and telephone number of facilitymauesting Permit.
A. Official Name: ��rG.��a�e P Er 610 Al
B. Mailing Address: e 7'
MStreet Address; be 41 H.—�'`` /Z
(2)City; Ale-
(3)State; /J
(4)Zip; _ --,I 9'7
(5)County; 4 2 �P-,,a , ne-Csd e
C. Location. (Attach map delineating general facility�ocation)
MStreet Address; l v ��b W2 7
-(2)City; �
(3)State; �.
(4)County; Me, aC,
D. Telephone Number; ( -
Facility Contact:
A. Name; D lVlx%S kiIVY
B. Title;
C. Company Name;
D. Phone Number;
Application type (check appropriate selection):
A. New er Proposed;
B. Existing; If previously peimitted • rrnit number
and issue date
C. Modification; A
the nature of the me
A. Description
Please state the number of g
separate discharge points. '4�G�OSF�r
P
1,[l; 2,[]; 3,[]; 4,[]; �[]•; '�loFFo4
B. Please describe the amount of wastewater being discharged per each s
(Design flow is based on 120 GPD/bedroom with a minimum of 240 GPD,
1: gallons per day (gpd) 2: (gpd) 3: (gpd) 4: (gpd)
Page 1
discharge point.

State of North Carolina
Departent of Environment,
and Natural Resources
Division of Water Quality
James . Hunt, Jr., Governor
Wayne McDevitt, Secretary
A. Prest n Howard, Jr., P.E., Director
July 24, 1998
Mr Jimm Edney
PO Box 11923
Henders ville, North Carolina 28793-1923
- Subject:
0 �
Dear Mr.
A4�
D E N R
NPDES General Permit Application
Application Number NCG550994
Jimmy Edney Residence
Henderson County
This is to acknowledge receipt of the following documents on July 20, 1998:
Completed Notice of Intent (Application Form),
Engineering Proposal (for proposed control facilities),
Request for permit renewal,
Application processing fee of $240.00
Engineering Economics Alternatives Analysis,
Engineering Plans and Specifications
Local Government Signoff,
Source Reduction and Recycling,
Interbasin Transfer,
Other: Site evaluation from the county health department disc
for ground absorption. Township map showing lot.
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,
Source 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. Bpx 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An �qual Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

PFT7hisppl cation has been assigned to Mack Wiggins (919/733-5083) Ext. 542 of our Permits
Unit for r view. 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 arstaf_f_report
and reconimendations regarding this discharge. If you have any questions regarding this
application, please contact the review person listed above.
Sincerely
yormwa�tr
Wiggins and
cc: eu�il
Permits Unit
Application F

_r -SCAM.
l 4\
State of North Carolina
Department of Environment, Health and Natural Resources
Division of Water Quality
512 North Salisbury Street - Raleigh, North Carolina 27626 ;--I 1 �1q
James ). Hunt, Jr., Governor
Jonathap B. Howes, Secretary
1.
C.
f63
A. Preston Howard, Jr., P.E.
Director
NOTICE OF INTENT
Application for Coverage under General Permit NCG550000; Single Family Domestic Units
ne,s,Address , location, and telephone number of facility requesting Permit.
Official Name:i
Mailing Address:
(1)Street Address; 2.
(2)City;
(3)State;�
(4)Zip; I 91 Z
(5)County; % l7Lz6_ Z Q A /
Location. (Attach map delineating general facility location)
(1)Street Address; T364C0[X L/ - -/ 6-
(2)City;Gr4-T-
(3)State;
(4)County;
Telephone Number; ( ) - ���° 6 CA D �� J
2. Fa ility Contact:
A. Name;✓t 6€�u'rec`C
B. Title; e.tt d
C. Company Name; - G
D. Phone Number; (_
3. Al plication type (check appropriate se ction)-
A. New or Proposed; .
B . Existing; If previously permitted, provide permit number
and issue date
C.l Modification; .
scribe the nature of the modification):_
4. D
W
scription of discharge.
PI ase state the number of separate discharge points.
1,1 2,[ ) ; 3,[ ) ; 4,[ l ; __'[ ]-
Please describe the amount of wastewater being discharged per each separate discharge point.
(Design flow is based on 120 GPD/bedroom with a minimum of 240 GPD/ home)
l;Wgallons per day (gpd) 2: (gpd) 3: (gpd) 4: (gpd)
Page 1

I/
I
Q
E.
uenc
int, —'�--
of the discharge, per each separate discharge po
Eck the duration an freq Y -
:ontinuous: March [ ]; April [ ],
ntermittent (please describe): anus [ ];February [ ];
October [ l;November [ ];erriber [ ]•
7easonal: (check the months) [ l September �� rs):
May [ ]; June []; JuIY [ ]; ,A ..,. ;,.. .
' here a discharge?(check the days the idscl'argeSunday
How many cur
days per week e t Thursday V,Friday , Sa y
Monday [�,t Tuesday �.. Wednesday
volume discharged is treated? (State in percent)
•1-low much of they toxicants being
of wastewater being discharged• (Please list an known
escribe the type
discharged from this residence);
of treatment being used to treat the wastewater,
.heck the appropriate type .
1 • Septic Tank;
2. Sand Filter(s);
3= Recirculating Sand Filter(s);
eJ. Chlorination;
5• Other form of disinfecn(spedfy);
6 Aeration(specify type);
7. Other(describe; be specific),
above. (Include specifics for each check; to
8. Please describe in detail the information checked
volumes, retention times for each
include: type dimensions,
specifics) Existing treatment provided
dimensions, treatment amounts, �' g
manufacture's specifics and contractor's spe
system, teria or operational Y _ rlembeents of
should be described in detail and design cri with re is needed for each of
n are the minimum design req
(including calculations)
to following that the facility can comply d
the General Permit -The gallons for two bedrooms an
the treatments listed above: tic tank size shall be a ds the use of a 900 gallon tank for
,J a, Se tic Tank; Minimum tank seP
�gp0 allons for three bedrooms. The Division recomm
gallon tank for a three bedroom unit. If excavation into
o bedroom and a 1200 g tank or sand filter then a liner of at least 10 mm
bedrock is necessary for the septic tic tank and/or sand filter. -
thickness shall be provided for the septic al or recirculating
b. Sand Filters; the loading rate shall be
These shall be used to Fo dual sand fiwide lters,
• 2 3 GPD
filters are required for new syst ums• are foot for priY
filters and no greater than
no greater than 1.15 GPD r filters. Recirculating Sand Filters should be able to handle
per square foot for secondary size, 3.0 uniformity coefficient,
square foot with no more than a 3:1 reciulating ratio. Sand shall conform
5.0 GPD per sq effective
to the Divisions standards of 0.35 to 0.5 mm shall have at least a 30 minute detention
and 0.5% dust content. (gallons)
(design flow x
C. Chlorination; The chi°tine contact chamber
perforated. de of ri
time. The volume Discharge
should pipe
calculatedefre chlorinator shall be t may also be ma p
0.5) / 24 hours. Discharg p Pe
d.Cascade aeration should consist of a 5 step concrete trough lion of three (3) sets of plans
rap. � - uire submission must Comply
Construction of any wastewater treatment facilities reqtreatment to meet permit
DTE: n with their application. Design
c�i n i necessaryto
m
and specifications along •0138. If construction application.
with requirement 15A NCAC 2H
' ments, include the three sets of plans and specifications with the
require Classification.
r ,tr`� g y rked)
5. Name of receiving water:
(Atta
ch a USGS topographical map with all dischar a P oint(s) clear ma
Page 2

6. Is the discharge directly, to the receiving water?(Y,N). qgzS
If no state specifically the discharge point. Mark dearly 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 s orm sewer is the only viable means of discharge.)
7. Plea address possible non -discharge alternatives for the following options:
A. onnection to a Regional Sewer Collection System;��
B. Subsurface Disposal; �&U/ V t rt"f_ 'YCAA_'�'
C. Dpray Irrigation; �C>
L�sGQ !,v r-sf A/L/ Q ul
8. I ce tify that I am familiar with the information contained in the application and that to the best of
my knowledge and belief such information is true, complete, and accurate.
,4
7
Printed Name of Person Signing!'L�
l sd'lfL� 7-0 /' /�
/AI E9t's3 Title
Date Application Signed
Signature of Applicant
NUK1 H LAKULINA 1-30-4n12,111. a „-., ., ....... __ - - - -
Any erson who knowingly makes any false statement, representation, or certification in any
application, record, report, plan or other document files or required to be maintained under Article 21 or
regal tions of the Environmental Management Commission implementing that Article, or who falsifies,
tamp rs with or knowingly renders inaccurate any recording or monitoring device or method required to.
be o erated or maintained under Article 21 or regulations of the Environmental Management
Co ission 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.S.C. Section 1001 provides
a pu shment by a fine of not more than $10,000 or imprisonment not more than 5 years, or both, for a
similAr offense.)
Notic
Carol
pack,
of Intent must be accompanied by a check or money order for $240.00 made payable to the North
is Department of Environment, Health, and Natural Resources. Mail three (3) copies of entire
:e to:
Division of .Water Quality
NPDES Permits Group
Post Office Box 29535
Raleigh, North Carolina 27626-0535
Page 3

Subject:
To:
property- .
renewed ai
of this pro]
property v
in the area
for the sane
infiltration
than I used
I ct
number is
are include
Gerald Haskins
120 Resort Street - Hendersonville; WC, 28792 :
Phone [phone] - Fax [phone]
)ES premit from stream discharge of a sand filter treatment system' on lot 220 21
iquility, Flat Rock, N.C.
,nmental Engineer, Asheville region, DEHNR
itted along with this letter is a system design for stream dischage on the above ::: -
ere was a NPDES permit issued in 1993 to Hugh and Eleanor Muir which was not '
allowed to expire. As shown by the attached 100 year flood outline the lower part
-ty is not available for a sewage subsurface system. I had the HCHD review the
i the latest setback requirements and system possibilities but there was a wet spring
►ssible for a system This was done in 3-98.
lot slopes to Mud Creek from the top of the lot continuous. There is enough slope
filter system to be gravity. I used the 3AGPD/FT2 since there will be no water
a the filters. I can change the filters to (by lengthening) for any loading rate different
i be the certified operator if this is a requirement. for the permit. My certificate
S13390, STSF CE0337. A check for $240.00 and 3 sets of plans and specifications
l with this letter.
Yours espectfially,
- Gerald HaskinsS Sol,
RIO
tK

f Henderson County
MapView.C®
Version 2.1
I_
1
210
1897
Sb
R+=A1
4658
1 Inch = 131.9238 Feet.
Date: 6122/97
This ma is prepared for the inventory of real property found
within his junsdictionI and is compiled from recorded deeds,
plats, and other public records and data. Users of this map
are hereby notified that the aforementioned public primary
infmation sources should be consulted for verificabon of
the ompanyassumeno,ned on this l gal esponsibilityfor he�infomationand ppl�
contained on this map.
F.,

GO}JNTY DEPARTMENT OF PUBLIC HEALTH
drHORIZAT/ON TO CONSTRUCT P RMIT.: .. -
`,RATIONS PERMIT Call 692 4228 Between 7-.am 8 am � '
-" A«x�u
r,
•'SoA►J'�1c,E � Date
•r
l
Building Contractor:
Lot No Devalopmerit 'riL-A iJ v� i\'f `t �1- C.� •
h S. 25 Sw£ WI No N.
Location �'' .....
PINNo.�5�O7S-•
New Construction.: ❑ Repair'
Pre -Existing Tank ❑ Addition ❑_
Houso 'z ❑ , Mobile H me ❑ Other
' .. • System Type
to ees _
No Emp..y
--= .
No. Bedrooms 3Deslgn Flow GPD
.N/�_.
.. `. Ta
nk Size Stone Depth
iVPI
,•......".:-:-:�:..:_�>_��:<:•�_:.---.... _ Drainfield Sq. Ft.
Lot Slze ; �, bCQ FS " LTAR ..:. ; -
r, a.: _ ❑ _Max. Trench Bottom Depth
g. .Yes ❑ No
Basement. ~:'Yes ❑ : ,. No ❑ ":.` Basement Plumbin IF ENGINEERED PLANS ARE. REQUIRED, . .
,,Watet.Supply - y❑ Community THEY MUST BE SUBMITTED, APPROVED BY
city:-. .; :_.• . . ❑, Shared = THE DEPT. AND INSTALLED WITHIN 5
Permit valid for 5 years fr in`da f issuance. YEARS FROM THE DATE OF THIS PERMIT.
Repairs to be comrplettee 1 0 days.
Own s Signature `! -` Issued By:
= ; 4 ,...:VALID ON FOR USE AS DESCRI Environmental H It Specialist
>ifbRAWING NOT TO SCALE.
A:
JEi7 �ofL Ste; 51� Kf-P��Ci SewW6 � D+S p0 S
LOT
;.. �011.r w�I:N�ss coNl�/TIONS�
��9y2 r 313 t�up�P►��_
- •_.� -�G�.:,_ 2�sgLTfNG- �' -s
c k �.
gy
G. la 50�wEri
TO
�,Ro1,,,,,��,�G� pwE.rLl^'G' D . _ S ` U , .0LLo��T� .
5 ,fe `
�..
Iv' Sl-Oi'� �,\\
,�
.: - .: - moo' Tv �� . • - _• .. tc, .
w� P Tv so
�� eT�
1 sD FI�Tc 2 . �is4iE ►��_ 6 ZO
W`r{ l t 2y
'�`

CIP-
39`170
"R,
len 17
10
60 GGo 12G
q9
\9

S G Mp :.
fib' •' - �• •• • • L
1
colgo
dD
f A
i— / 98 9to��'?

u
-
moo?,
40

MEMO.
DATE:
TOE�
SU, BJ,FCT:
North Carolina Department of Natural
Resources &Commuln ty Development