NC0086223_Regional Office Physical File Scan Up To 10/20/2020

NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Resources
Pat McCrory Thomas A. Reeder
Governor . Director
December 10, 2013
CERTIFIED MAIL 7009 1680 0002 2464 9969
RETURN RECEIPT REQUESTED
Mr. A. Dale Owen
Adventure Village
15 Adventure Village Road
Brevard, NC 28712
Subject: Remission Remission Request of Civil Penalty Assessment
NPDES Permit Number NCO086223
Adventure Village WWTP
Transylvania County
Case Number LV-2013-0174
Dear Mr. Owen:
John E. Skvarla, III
- Secretary
In accordance with North Carolina General Statute 143-215.6A(f),and delegation from the Director of
the North Carolina Division of Water Resources, John E. Hennessy, supervisor of the Water Quality
Permitting Section's Compliance & Expedited Permitting Unit, considered the information you
submitted in support of your request for remission and remitted $600.00 of the $747.50 civil penalty
assessment. The revised amount due is $147.50, for the investigative costs. A copy of the remission
decision is attached.
Two options are available to you at this stage of the remission process:
You may pay the penalty.
If you decide to pay the penalty please make your check payable to the Department of Environment and
Natural Resources (DENR). Send the payment within thirty (30) calendar day_ s of your receipt of this
letter to the attention of:
Bob Sledge
NC DENR-DWR — Wastewater Branch
Compliance & Expedited Permitting Unit
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
RECEIVED
DEC 1 7 2013
DwQ/Surface Water Protection Section
Asheville Regional Office
1617 Mail Service Center, Raleigh, North Carolina 27699-1617
Location: 512 N. Salisbury St. Raleigh, North Carolina 27604
Phone: [phone]FAX: [phone]
Internet: www.ncwaterquality.org
An Eaual OvoortunitvlAffirmative Action Employer

Mr. A. Dale Owen
LV-2013-0174 Remission Decision
p. 2
You may decide to have the Environmental Management Commission's (EMC) Committee on
Civil Penalty Remissions make the final decision on your remission request.
If payment is not received within 30 calendar days from your receipt of this letter, your request for
remission with supporting documents and the recommendation of the North Carolina Division of Water
Resources will be delivered to the Committee on Civil Penalty Remissions for final agency decision.
If you or your representative would like to speak before the Committee, you must complete and return
the attached Request for Oral Presentation Form within thirty (30) calendar days of receipt of this letter.
Send the completed form to:
Bob Sledge
NC DENR-DWR — Wastewater Branch
Compliance & Expedited Permitting Unit
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
The EMC Chairman will review the supporting documents and your request for an oral presentation (if
you make the request). If the Chairman determines that there is a compelling reason to require a
presentation, you will be notified of when and where you should appear. If a presentation is not
required, the final decision will be based upon the written record.
Please be advised that the EMC's Committee on Civil Penalty Remissions will make its remission
decision based on the original assessment amount. Therefore, the EMC may choose to uphold the
original penalty amount and offer no remission, they may agree with the Division of Water
Resources' remission recommendation detailed above, or the penalty amount may be further
remitted.
Thank you for your cooperation in this matter. If you have any questions, please contact me at (919)
807-6398, or via e-mail at [e-mail].
Sincerely,
J.X_� (�
C
Bob Sledge, Environmental Specialist
Compliance & Expedited Permitting Unit
Attachments
cc: Asheville Regional -Office — DWR/Water Quality
Enforcement File
DWR Central Files
1

F
DIVISION OF WATER RESOURCES
CIVIL PENALTY REMISSION FACTORS
Case Number: LV-2013-0174 Region: Asheville County: Transylvania
Assessed Entity: Adventure Village WWTP Permit: NCO086223
❑ (a) Whether one or more of the civil penalty assessment factors were wrongly applied to the
detriment of the petitioner:
® (b) Whether the violator promptly abated continuing environmental damage resulting from
the violation:
The permittee notes that effluent flow was low during the period of noncompliance, lessening the
potential for harm to the environment. The facility returned to compliance in August 2013.
Data provided by the facility indicates much improved ammonia values during July, and a return to
compliance in August 2013
❑ (c) Whether the violation was inadvertent or a result of an accident:
❑ (d) Whether the violator had been assessed civil penalties for any previous violations:
The facility had not been assessed any civil penalties during the five years preceding this assessment.
® (e) Whether payment of the civil penalty will prevent payment for the remaining necessary
remedial actions:
The permittee states payment of the penalty "will prevent implementation of an educational program and
chemical storage facilities on site that will prevent future occurrences."
No documentation was provided as to how payment would constitute a financial hardship. No details
were provided regarding cited programs and chemical storage. The fact that compliance has been
reachieved lessens the relevance of this factor.
DECISION (Check One)
Request Denied ❑
Full Remission n
Partial Remission ❑
Retain Enforcement (
$ (Ed
a
rev 1.0 — 8.31.09

STATE OF NORTH CAROLINA
COUNTY OF TRANSYLVANIA
IN THE MATTER OF ASSESSMENT
OF CIVIL PENALTIES AGAINST:
A. Dale Owen
Adventure Village WWTP
ENVIRONMENTAL MANAGEMENT
COMMISSION
DWR Case Number LV-2013-0174
REQUEST FOR ORAL PRESENTATION
I hereby request to make an oral presentation before the Environmental Management Commission's Committee On Civil Penalty
Remissions in the matter of the case noted above. In making this request, I assert that I understand all of the following statements:
• This request will be reviewed by the Chairman of the Environmental Management Commission and may be either granted or
denied.
• Making a presentation will require the presence of myself and/or my representative during a Committee meeting held in Raleigh,
North Carolina.
• My presentation will be limited to discussion of issues and information submitted in my original remission request, and because
no factual issues are in dispute, my presentation will be limited to five (5) minutes in length.
The North Carolina State Bar's Authorized Practice of Law Committee has ruled that the appearance in a representative capacity at
quasi-judicial hearings or proceedings is limited to lawyers who are active members of the bar. Proceedings before the Committee on
Remissions are quasi-judicial. You should consider how you intend to present your case to the Committee in light of the State Bar's
opinion and whether anyone will be speaking in a representative capacity for you or a business or governmental entity. If you or your
representative would like to speak before the Committee, you must complete and return this form within thirty (30) days of receipt of
this letter.
Depending on your status as an individual, corporation, partnership or municipality, the State Bar's Opinion affects how you may
proceed with your oral presentation. See www.ncbar.com/ethics, Authorized Practice Advisory Opinion 2006-1 and 2007 Formal
Ethics Opinion 3.
• If you are an individual or business owner and are granted an opportunity to make an oral presentation before the Committee,
then you do not need legal representation before the Committee; however, if you intend on having another individual speak
on your behalf regarding the factual situations, such as an expert, engineer or consultant, then you must also be present at the
meeting in order to avoid violating the State Bar's Opinion on the unauthorized practice of law.
• If you are a corporation, partnership or municipality and are granted an opportunity to make an oral presentation before the
Committee, then your representative must consider the recent State Bar's Opinion and could be considered practicing law
without a license if he or she is not a licensed attorney. Presentation of facts by non -lawyers is permissible.
If you choose to request an oral presentation, please make sure that signatures on the previously submitted Remission Request form
and this Oral Presentation Request form are: 1) for individuals and business owners, your own signature and 2) for corporations,
partnerships and municipalities, signed by individuals who would not violate the State Bar's Opinion on the unauthorized practice of
law.
Also, be advised that the Committee on Civil Penalty Remissions may choose not to proceed with hearing your case if the Committee
is informed that a potential violation of the statute concerning the authorized practice of law has occurred.
This the day of , 20
SIGNATURE
TITLE (President, Owner, etc.)
ADDRESS
TELEPHONE

TREVC®
ENVIRONMENTAL * MAINTENANCE * CONSTRUCTION
2020 Howard Gap Road
Hendersonville, N.C. 28792
Phone[phone]
Fax [phone]
10/14/13
Point Source Compliance/ Enforcement Unit
Division of Water Resources
1617 Mail Service Center
Raleigh, NC 27699-1617
In regard to Case No. LV-2013-0174 for Adventure Village WWTP (permit
#NC0086223) we request remission based on the fine amount that will prevent
implementation of an education program and chemical storage facilities on site that will
prevent future occurrences. Also the Facility promptly abated continuing environmental
damage as soon as the problems were reported to us and diagnosed. In August the Facility
returned to compliance. There were only two flowing weeks for the facility in June 2013.
The total flow for the month of June only amounted to 3.6 days of permitted flow.
Damage to the environment was has to be minimal due to our extremely low
flow/business. Please allow us to use this money to prevent future occurrences and
continue to be good stewards of our environment.
Your understanding in this matter will be greatly appreciated.
If I can be of further assistance please don't hesitate to call.
7revo
rely,r C. McMinn
ORC Adventure Village

JUSTIFICATION FOR REMISSION REQUEST
DWQ Case Number: LV-2013-0174 County: Transylvania
Assessed Party: A. Dale Owen / Adventure Village WWTP
Permit No.: NC0086223 Amount Assessed: $747.50
Please use this form when requesting remission of this civil penalty. You must also complete the
"Request For Remission, Waiver of Right to. an Administrative Hearing, and Stipulation of Facts "
form to request remission of this civil penalty. You should attach any documents that you believe
support your request and are necessary for the Director to consider in evaluating your request for
remission. Please be aware that a request for remission is limited to.consideration of the five factors
listed below as they may relate to the reasonableness of the amount of the civil penalty assessed..
Requesting remission is not the proper procedure for contesting whether the violation(s) occurred or
the accuracy of any of the factual statements contained in the civil penalty assessment document.
Pursuant to MC.G.S. § 143B-282.1(c), remission of a civil penalty may be granted only when one or
more of the following five factors applies. Please check each factor that you believe applies to your
case and provide a detailed explanation, including copies of supporting documents, as to why the
factor applies (attach additional pages as needed).
(a) one or more of the civil penalty assessment factors in N.C.G.S. 143B-282.1(b) were
wrongfully applied to the detriment of the petitioner (the assessmentfactors are listed in the civil
penalty assessment document);
V(b) the violator promptly abated continuing environmental damage resulting from the
violation (i. e., explain the steps that you took to correct the violation and prevent future occurrences);
(c) the violation was inadvertent or a result of an accident (i.e., explain why the violation
was unavoidable or something you could notprevent or prepare for);
(d) the violator had not been assessed civil penalties for any previous violations;
(e) payment of the civil penalty will prevent payment for the remaining necessary remedial
actions (i. e., explain how payment of the civil penalty will prevent you from performing the activities
necessary to achieve compliance).
EXPLANATION:

ATTACHMENT A
A Dale Owen
CASE NUMBER: LV 2013-0174
PERMIT: NCO086223 FACILITY: Adventure Village WIMP
COUNTY: Transylvania REGION: Asheville
Limit Violations
MONITORING
OUTFALU
VIOLATION
UNIT OF
CALCULATED
% OVER
PENALTY REPORT
PPl
LOCATION
PARAMETER
DATE
FREQUENCY
MEASURE
LIMIT
VALUE
LIMIT
VIOLATION TYPE
$250.00 6-2013
001
Effluent
BOD - Cone
06/30/13
Weekly
mg/I
30
39.5
31.67
Monthly Average Exceeded
$100.00 6-2013
001
Effluent
NH3-N - Gone
06/04/13
Weekly
mg/I
28
41
46.43
Daily Maximum Exceeded
$250.00 6-2013
001
Effluent
NH3-N - Cone
06/30/13
Weekly
mg/1
5.6
23.45
316.75
Monthly Average Exceeded

irciDENR
North Carolina Department of Environment and Natural Resources
Division of Water Resources
Water Quality Programs
Pat McCrory Thomas A, Reeder
Governor Director
October 23, 2013
Sent via e-mail
Mr, A. Dale Owen
Adventure Village
15 Adventure Village Road
Brevard, NC 28712
Subject: Remission Request of Civil Penalty Assessment
Adventure Village WWTP
NPDES Permit NCO086223
Case Number LV-2013-0174
Transylvania County
Dear Mr. Owen:
John E. Skvarla, III
Secretary
This letter is to acknowledge your request for remission of the civil penalty levied against the subject
facility. Your request will be scheduled for review by the Director and you will be notified of the result.
If you have any questions about this matter, please contact me at [phone] or via e-mail at
bob. [e-mail].
Sincerely,
Bob Sledge, Environmental Specialist
Compliance & Expedited Permitting Unit
cc: Enforcement File w/originals
Central Files w/attachments
Asheville Regional Office w/attachments
1617 Mail Service Center, Raleigh, North Carolina 27699-1617
Location: 512 N. Salisbury St. Raleigh, North Carolina 27604
Phone: [phone] \ FAX: [phone]
Internet: www.ncwaterquality.org
An Equal Opportunity \ Affirmative Action Employer

STATE OF NORTH CAROLINA DEPARTMENT OF ENVIRONMENT
AND NATURAL RESOURCES
COUNTY OF TRANSYLVANIA
IN THE MATTER OF ASSESSMENT ) WAIVER OF RIGHT TO AN
OF CIVIL PENALTIES AGAINST ) ADMINSTRATIVE HEARING AND
STIPULATION OF FACTS
A. DALE OWEN / )
ADVENTURE VILLAGE WWTP 1
PERMIT NO. NCO086223 ) FILE NO. LV-2013-0174
Having been assessed civil penalties totaling 747.50 for violation(s) as set forth in the
assessment document of the Division of Water Resources dated September 30, 2013, the undersigned,
desiring to seek remission of the civil penalty, does hereby waive the right to an administrative hearing
in the above -stated matter and does stipulate that the facts are as alleged in the assessment document.
The undersigned further understands that all evidence presented in support of remission of this civil
penalty must be submitted to the Director of the Division of Water Resources within thirty (30) days
of receipt of the notice of assessment. No new evidence in support of a remission request will be
allowed after (30) days from the receipt of the notice of assessment.
This the 15 t-L% day of a , 20 % 3
SIGNATURE
ADDRESS Acl
Advet4 re r epAl-
2-J'-� 7 / '2 --
TELEPHONE

ThREVCO
ENVIRONMENTAL * MAINTENANCE * CONSTRUCTION
2020 Howard Gap Road
Hendersonville, N.C. 28792
Phone[phone]
Fax[phone]
9/17/13
NCDENR
DWQ-SWP
Attn: G. Landon Davidson
2090 U.S. Highway 70
Swannanoa, NC 28788
Mr. Davidson:
In regard to NOV-2013-LV-0522 for Adventure Village WWTP (permit #NC0086223) we offer the
following explanation:
In June 2013 the facility had a problem with BOD and Ammonia nitrogen. During the last two years the
Campground has had extremely low flow/ business. In June the flow picked up to a much higher level
making control of the facilities ammonia a challenge. The BOD spike is harder to address in that it was a
one time event and we have little control over what chemicals our campers put in the system other than
education. We have not seen the BOD problem return.
Please be assured that every avenue to return the facility to compliance is being explored and implemented.
The aeration is being maintained at a higher level and sodium bicarb is being used and stored on site.
Your understanding in this matter will be greatly appreciated.
If I can be of further assistance please don't hesitate to call.
\E ED
SEP 1 g : 2013
DWQ/Surfacc %ter Pros
S' erely,
Trevor C. McMinn
R, EECE--IVE
SEP 19 209
Ash--i le Regional Oftir:c,

i
TREVCO
ENVIRONMENTAL * MAINTENANCE * CONSTRUCTION
2020 Howard Gap Road
Hendersonville, N.C. 28792
Phone[phone]
Fax[phone]
9/17/13
NCDENR
DWQ-SWP
Attn: G. Landon Davidson
2090 U.S. Highway 70
Swannanoa, NC 28788
Mr. Davidson:
In regard to NOV-2013-LV-0522 for Adventure Village WWTP (permit #NC0086223) we offer the
following explanation:
In June 2013 the facility had a problem with BOD and Ammonia nitrogen. During the last two years the
Campground has had extremely low flow/ business. In June the flow picked up to a much higher level
making control of the facilities ammonia a challenge. The BOD spike is harder to address in that it was a
one time event and we have little control over what chemicals our campers put in the system other than
education. We have not seen the BOD problem return.
Please be assured that every avenue to return the facility to compliance is being explored and implemented.
The aeration is being maintained at a higher level and sodium bicarb is being used and stored on site.
Your understanding in this matter will be greatly appreciated.
If I can be of further assistance please don't hesitate to call.
SEP i q : 2013
DwpiscrFa, W. erPV"
Asheville 'n*n
S' erely, f/
�: C V " -
Trevor C. McMinn
ISEP 19 209 f
r�;o1:•",;s ,rein, �..3:ar`il r-�n �_]� d�7j'}�-'+•

NCDENRLr
North Carolina Department of Environment and Natural Resources
Division of Water Resources
Water Quality Programs
Pat McCrory Thomas A. Reeder John E. Skvarla, III
Governor Director Secretary
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
Mr. A. Dale Owen
15 Adventure Ridge Road
Brevard, North Carolina 28712
September 30, 2013
7012 1010 0002 1967 6704
SUBJECT: Notice of Violation and Assessment of Civil Penalty
for Violations of North Carolina General Statute (G.S.) 143-215.1(a)(6)
and NPDES Permit NCO086223
A. Dale Owen
Adventure Village WWTP
Case No. LV-2013-0174
Transylvania County
Dear Mr. Owen:
This letter transmits a Notice of Violation and assessment of civil penalty in the amount of $747.50
($600.00 civil penalty + $147.50 enforcement costs) against A. Dale Owen.
This assessment is based upon the following facts: a review has been conducted of the discharge
monitoring report (DMR) submitted by A. Dale Owen for the month of June 2013. This review
has shown the subject facility to be in vioration of the discharge limitations and/or monitoring
requirements found in NPDES Permit NC0086223. The violations which occurred in June 2013
are summarized in Attachment A to this letter.
Based upon the above facts, I conclude as a matter of law that A. Dale Owen violated the terms,
conditions or requirements of NPDES Permit NCO086223 and G.S. 143-215.l(a)(6) in the manner
and extent shown in Attachment A. In accordance with the maximums established by G.S. 143-
215.6A(a)(2), a civil penalty may be assessed against any person who violates the terms,
conditions or requirements of a permit required by G.S. 143-215.1(a).
Based upon the above findings of fact and conclusions of law, and in accordance with authority
provided by the Secretary of the Department of Environment and Natural Resources and the
Director of the Division of Water Resources,l, G. Landon Davidson, Division of Water Resources
Regional Supervisor for the Asheville Region, hereby make the following civil penalty assessment
against A. Dale Owen:
WATER QUALITY SECTION —ASHEVILLE REGIONAL OFFICE
Location: 2090 U.S. Highway 70, Swannanoa, NC 28778
1\ Phone: [phone] FAX: [phone]
In ernet: h2o.enr.state.nc.us
I1 An Equal Opportunity/ Affirmative Action Employer

1 of the 1 violations of G.S. 143-215.1(a)(6) and NPDES Permit No.
$100.00 NC0086223, by discharging waste water into the waters of the State
in violation of the Permit Daily Maximum limit for NH3-N - Conc.
1 of the 1 violations of G.S. 143 -215. 1 (a)(6) and NPDES Permit No.
$250.00 NC0086223, by discharging waste water into the waters of the State
in violation of the Permit Monthly Average limit for BOD - Conc.
1 of the 1 violations of G.S. 143 -215. 1 (a)(6) and NPDES Permit No.
$250.00
NC0086223, by: discharging waste water into the waters of the State
in violation of the Permit Monthly Average limit for NH3-N - Conc.
$600.00
TOTAL CIVIL PENALTY
$147.50
Enforcement Costs
$747.50
TOTAL AMOUNT DUE
Pursuant to G.S. 143-215.6A(c), in determining the amount of the penalty I have taken into
account the Findings of Fact and Conclusions of Law and the factors set forth at G.S. 143B-
282. 1 (b), which are:
(1) The degree and extent of harm to the natural resources of the State, to the public health, or
to private property resulting from the violation;
(2) The duration and gravity of the violation;
(3) The effect on ground or surface water quantity or quality or on air quality;
(4) The cost of rectifying the damage;
(5) The amount of money saved by noncompliance;
(6) Whether the violation was committed willfully or intentionally;
(7) The prior record of the violator in complying or failing to comply with programs over
which the Environmental Management Commission has regulatory authority; and
(8) The cost to the State of the enforcement procedures.
Within thirty days of receipt of this notice, you must do one of the following:
1. Submit payment of the penalty:
Payment should be made directly to the order of the Department of Environment and Natural
Resources (do not include waiver form). Payment of the penalty will not foreclose further
enforcement action for any continuing or new violation(s). Please submit payment to the
attention of:
Point Source Compliance/ Enforcement Unit
Division of Water Resources
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
2. Submit a written request for remission or mitigation including a detailed justification
for such request:
Please be aware that a request for remission is limited to consideration of the five factors listed
below as they may relate to the reasonableness of the amount of the civil penalty assessed.
Requesting remission is not the proper procedure for contesting whether the violation(s)
occurred or the accuracy of any of the factual statements contained in the civil penalty

assessment document. Because a remission request forecloses the option of an administrative
hearing, such a request must be accompanied by a waiver of your right to an administrative
hearing and a stipulation and agreement that no factual or legal issues are in dispute. Please
prepare a detailed statement that establishes why you believe the civil penalty should be
remitted, and submit it to the Division of Water Resources at the address listed below. In
determining whether a remission request will be approved, the following factors shall be
considered:
(1) whether one or more of the civil penalty assessment factors in NCGS 143B-282.1(b)
was wrongfully applied to the detriment of the petitioner;
(2) whether the violator promptly abated continuing environmental damage resulting from
the violation;
(3) whether the violation was inadvertent or a result of an accident;
(4) whether the violator had been assessed civil penalties for any previous violations; or
(5) whether payment of the civil penalty will prevent payment for the remaining necessary
remedial actions.
Please note that all evidence presented in support of your request for remission must be submitted
in writing. The Director of the Division of Water Resources will review your evidence and inform
you of his decision in the matter of your remission request. The response will provide details
regarding the case status, directions for payment, and provision for further appeal of the penalty to
the Environmental Management Commission's Committee on Civil Penalty Remissions
(Committee). Please be advised that the Committee cannot consider information that was not part
of the original remission request considered by the Director. Therefore, it is very important that
you prepare a complete and thorough statement in support of your request for remission.
In order to request remission, you must complete and submit the enclosed "Request for Remission
of Civil Penalties, Waiver of Right to an Administrative Hearing, and Stipulation of Facts" form
within thirty (30) days of receipt of this notice. The Division of Water Resources also requests that
you complete and submit the enclosed "Justification for Remission Request." Both forms should
be submitted to the following address:
Point Source Compliance/ Enforcement Unit
Division of Water Resources
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
3. File a petition for an administrative hearing with the Office of Administrative Hearings:
If you wish to contest any statement in the attached assessment document you must file a petition
for an administrative hearing. You may obtain the petition form from the Office of Administrative
Hearings. You must file the petition with the Office of Administrative Hearings within thirty (30)
days of receipt of this notice. A petition is considered filed when it is received in the Office of
Administrative Hearings during normal office hours. The Office of Administrative Hearings
accepts filings Monday through Friday between the hours of 8:00 a.m. and 5:00 p.m., except for
official state holidays. The original and one (1) copy of the petition must be filed with the Office
of Administrative Hearings. The petition may be faxed - provided the original and one copy of the
document is received in the Office of Administrative Hearings within five (5) business days

following the faxed transmission. The mailing address for the Office of Administrative Hearings
is:
Office of Administrative Hearings
6714 Mail Service Center
Raleigh, North Carolina 27699-6714
Telephone [phone] Facsimile: [phone]
and
Mail or hand -deliver a copy of the petition to
General Counsel
Department of Environment and Natural Resources
1601 Mail Service Center
Raleigh, North Carolina 27699-1601
Please indicate the case number (as found on page one of this letter) on the petition.
Failure to exercise one of the options above within thirty (30) days of receipt of this letter, as
evidenced by an internal date/time received stamp (not a postmark), will result in this matter being
referred to the Attorney General's Office for collection of the penalty through a civil action. Please
be advised that additional penalties may be assessed for violations that occur after the review
period of this assessment.
If you have any questions, please contact Janet Cantwell of the Water Quality staff of the
Asheville Regional Office at 828-296-4500.
Sincerely,
G. Landon Davidson, .G.
Regional Supervisor
Water Quality Section
Asheville Regional Office
ATTACHMENTS
c . g'o upe isoRMe7100111w,
NPDES Point Source w/ attachments
WQ Central Files w/ attachments
Trevor McMinn/ ORC w/ attachments
G:\WQ+.SWP`'1'rarisylvania Wasteevater;Minors+Adventure Village 8622YIN-2013-0174.doc

JUSTIFICATION FOR REMISSION REQUEST
DWQ Case Number: LV-2013-0174
County: Transylvania
Assessed Party: A. Dale Owen / Adventure Village WWTP
Permit No.: NC0086223 Amount Assessed: $747.50
Please use this form when requesting remission of this civil penalty. You must also complete the
"Request For Remission, Waiver of Right to an Administrative Hearing, and Stipulation of Facts"
form to request remission of this civil penalty. You should attach any documents that you believe
support your request and are necessary for the Director to consider in evaluating your request for
remission. Please be aware that a request for remission is limited to, consideration of the five factors
listed below as they may relate to the reasonableness of the amount of the civil penalty assessed.
Requesting remission is not the proper procedure for contesting whether the violation(s) occurred or
the accuracy of any of the factual statements contained in the civil penalty assessment document.
Pursuant to N.C.G.S. § 143B-282.1(c), remission of a civil penalty may be granted only when one or
more of the following five factors applies. Please check each factor that you believe applies to your
case and provide a detailed explanation, including copies of supporting documents, as to why the
factor applies (attach additional pages as needed).
(a) one or more of the civil penalty assessment factors in N.C.G.S. 143B-282.1(b) were
wrongfully applied to the detriment of the petitioner (the assessment factors are listed in the civil
penalty assessment document);
(b) the violator promptly abated continuing environmental damage resulting from the
violation (i.e., explain the steps that you took to correct the violation and prevent future occurrences);
(c) the violation was inadvertent or a result of an accident (i.e., explain why the violation
was unavoidable or something you could not prevent or prepare for);
(d) the violator had not been assessed civil penalties for any previous violations;
(e) payment of the civil penalty will prevent payment for the remaining necessary remedial
actions (i. e., explain how payment of the civil penalty will prevent you from performing the activities
necessary to achieve compliance).
EXPLANATION:

STATE OF NORTH CAROLINA DEPARTMENT OF ENVIRONMENT
AND NATURAL RESOURCES
COUNTY OF TRANSYLVANIA
IN THE MATTER OF ASSESSMENT ) WAIVER OF RIGHT TO AN
OF CIVIL PENALTIES AGAINST ) ADMINSTRATIVE HEARING AND
STIPULATION OF FACTS
A. DALE OWEN / )
ADVENTURE VILLAGE WWTP 1
PERMIT NO. NCO086223 ) FILE NO. LV-2013-0174
Having been assessed civil penalties totaling $747.50 for violation(s) as set forth in the
assessment document of the Division of Water Resources dated September 30, 2013, the undersigned,
desiring to seek remission of the civil penalty, does hereby waive the right to an administrative hearing
in the above -stated matter and does stipulate that the facts are as alleged in the assessment document.
The undersigned further understands that all evidence presented in support of remission of this civil
penalty must be submitted to the Director of the Division of Water Resources within thirty (30) days
of receipt of the notice of assessment. No new evidence in support of a remission request will be
allowed after (30) days from the receipt of the notice of assessment.
This the day of
SIGNATURE
TELEPHONE
20

ATTACHMENT A
A Dale Owen
CASE NUMBER: LV-2013-0174
PERMIT:
NCO086223
FACILITY: Adventure Village WWTP
COUNTY: Transylvania
REGION: Asheville
Limit Violations
MONITORING
OUTFALLI
VIOLATION
UNIT OF
CALCULATED
% OVER
PENALTY
REPORT
PPI
LOCATION
PARAMETER
DATE
FREQUENCY
MEASURE
LIMIT
VALUE
LIMIT
VIOLATION TYPE
$250.00
6-2013
001
Effluent
BOD - Conc
06/30/13
Weekly
mg/I
30
39.5
31.67
Monthly Average Exceeded
$100.00
6-2013
001
Effluent
NH3-N - Conc
06/04/13
Weekly
mg/I
28
41
46.43
Daily Maximum Exceeded
$250.00
6-2013
001
Effluent
NH3-N - Conc
06/30/13
Weekly
mg/I
5.6
23.45
318.75
Monthly Average Exceeded

DIVISION OF WATER RESOURCES - CIVIL PENALTY ASSESSMENT (FILE)
Violator: A. Dale Owen / Adventure Village WWTP / NCO086223
(J tine 2013 .DMR)
County: Transylvania
Case Number: LV-2013-0174
ASSESSMENT FACTORS
As required by G.S. 143-214.6A(c), in determining the amount of the penalty I considered the factors
set out in G.S. 143B-282.1(b), which are:
1) The degree and extent of harm to the natural resources of the State, to the public health, or to
private property resulting from the violation;
All effluent violations may be detrimental to the receiving stream but may not be
immediately quantified.
2) The duration and gravity of the violation;
One Monthly Average BOD exceeded the permit limit by 31.66 %.
One Monthly Average Ammonia Nitrogen exceeded the permit limit by 318.75%.
One Daily Max Ammonia Nitrogen exceeded the permit limit by 46.42 %.
3) The effect on ground or surface water quantity or quality or on air quality;
All effluent violations may be detrimental to the receiving stream but may.not be
immediately quantified.
4) The cost of rectifying the damage;
The cost is unknown.
5) The amount of money saved by noncompliance;
The amount of money saved would include the cost of excess solids removal.
The amount of money saved would also include the cost of additional chemicals to
treat the waste and more time spent on site addressing the facility.
6) Whether the violation was committed willfully or intentionally;
It does not appear to be either.
7) The prior record of the violator in complying or failing to comply with programs over which
the Environmental Management Commission has regulatory authority; and
There have been no civil penalty assessments in the twelve months prior to this
violation.
8) The cost to the State of the enforcement procedures.
$147.50.
"3,- 2-c, -?
Date G. Landon Davidson, P.G.
Regional Supervisor
Water Quality Section
Asheville Regional Office
09/26/2013

Permit Enforcement History Details by Owner
Owner: A Dale Owen
Facility: Adventure Village WWTP
Permit: NCO086223
Region: Asheville County: Transylvania
09/26/13
1
Penalty Remission Enf EMC EMC OAH Collection Has
Assessment Penalty Enforcemen Request Enf Conf Remission Hearing Remission Remission Memo Sent Balance Pmt Case
Case Number MR Approved Amount t Costs Damages Received Held Amount Held Amount Amount to AGO Total Paid Due Plan Closed
LV-2001-0378 6-2001 09/25/01 $1,000 $100.00 10/05/01 06/05/02 $.00 $1,100.00 No
LV-2001-0437 7-2001 10/23/01 $1,000 $100.00 10/05/01 06/05/02
Total Cases: 2 Total Penalty Amount: $2,000 Total Enforcement Cost: $200.00 Sum of Total Paid: $.00 Total Balance Due: $2,200.00
Sum of Total Case Penalties: $2,200.00 Total Penalties after remission(s): $2,200.00
$1,100.00 No

. . e )
EFFLUENT JUL' 2 2 1013
NPDES PERMIT NO. NCO086223 DISCHARGE NO. 001 MONTH June Y s 2013
FACILITY NAME Adventure Village Class 11 COUNTY TRAN .(•
OPERATOR IN RESPONSIBLE CHARGE (OR, Trevor McMinn CERTIFICATION NO. 15084 GRADE 11 ORC PHONE [phone]
CERTIFIED LABORATORIES(1) ETS Inc. CERTIFICATION NO. 600
CHECK BOX IF ORC HAS CHANGED PERSON(S) COLLECTING SAMPLES Trevor McMinn
NO " DISCHARGE FROM SITE
Mail ORIGINAL and O y
ATT; CENTRAL
DIV. OF WATER QUALITY
1617 MAIL SERVICE CU 3 1
RALEIGH, NC 27699-1617 @ p 9
� 9�
; i a� X `
7/10/2013
(SIGNATURE OF OPERATOR IN RESPONSIBLE CHARGE)
BY THIS SIGNATURE; I CERTIFY THAT THIS REPORT IS
ACCURATE AND COMPLETE TO THE BEST OF MY KNOWLEDGE.
,DATE
9 /�- NO ✓- NA&/3- �,✓ o �a.�/4/u//3 tip/ Zo/� - 0/��

Facility Status: (Please Check one of the following)
All monitoring data and sampling ,frequencies meet permit requirements
-Compliant
All monitoring data and sampling frequencies do NOT meet permit requirement;. Fx
Noncompliant
If the facility is noncompliant Please comment on the corrective aeons being taken in respect to equipment, operation, maintenance, etc.,
and a time table for improvements to be made.
BOD both flowing weeks. Increased air in aeration and notified owner to look out for possible clnernical pollutants.
NH3N ammonia was out first flowing week air increase and sodium bicarb addition had a positive effect.
Will incise Wcmb until ammonia under control.
" I certify, under penally of law, that Uft document and all attachments were prepared under my, direction or supervision in accordance
with a systems designed to assure that qualified personnel property gatlwand evaluate the information submitted. Based oh my
inquiry of the person or persons who manage the system, or those persons directly responsible for gathering the information, the
information submitted 1% to the best of my knowledge and belief, true, accurate, and complete. 1 am aware that there are significant
penalties for submitting false information, including the possibift of fines and imprisonment for knowing violations."
Adventure Village
Pemutfee (Please pint or type.)
_1ASIOi C.9'1-�%n.�.. 7/10/2013
Signature of Permittee- Date
129 Israel Road, Brevard, NC 28712 ` (828)-862-5411 Sept 30 2015.
PertnifteeAddress Phone Number,'- ' Permit Fes. Date
PARAMETER CODES
00010 Temperature 00556 00 & Grease 00951 Total Fluoride - . 01067 -Mu#el 50060 Total
00076 Turbidity 00600 Total Nrbogen 01002 Total Arsenic 01077 Saver Residual
00080 Odor (Pt -Co) 00610 Ammonia Nitrogen 01092 T= Chlorine
00082 Color (ADMI) 00065 Total Kjeldhal . 01027 Cadmium 01105 Alummhan
.. Nitrogen, -
OW95 Conductivity 00630 Nilrates/NWites 01032 Hehmvaleirt Chromiumr ,. 01147 Total selenium. 71880 Formaldehyde
00300 DissolM Oxygen 01034 Chromium 31616 Fecal Cotifonq 71900 Mercury -
00310 BOD a. 00665 Total Phosphorous 32730 Total Phenolics 81651 Xylene _.
00340 COD 00720 Cyanide 01037 Total Cobalt 34235 Benzene
00400 pH 00745 Total Sulfide 01042 Copper 34481 Toluene
00530 Total Suspended -00927 Total Magnesium 38M MBAS
Residue : 00929 Totem Sodium 01045 iron 39516 PCBs
00545 settleable Maur 00940 Total Chloride 01051 Lead 50050 Flow
Parameter Code assistance may obtained by calling the Water Quality Compliance Group at [phone], extension 581 or 534.
The mohthty average for fecal colifom is to be report as a GEOMETRIC mean. Use only units designated in the reporting
facility's permit for reporting data . .... .
' ORC must visit facility and facility as required per.15J NCAC 8A .0202 (b) (4 (B)- ._. .
document visitation of faa _
" If siged by other than the pernitee, delegation of signatory authority must be on file with fhe slate -per 15A NCAC-2B .0506 (b) ,... .
(2) (D)•

ErtYerNerify lfiolatiortis444
-
�( LimitiJiolations IvlonitoringViolations • Reporting 'Violations , OtherViolations
Permit: NC0.08fi223.. .., ... Details... SOC AD a tvlonitoring Report: G6-2013 Details...,
r- E._
Facility: jAdventure Village IWINTP J Details. Region: Asher ville County. ransyhdani
i
Owner, Owen Dale A Maintain... Incident Inspect. Dt:
Facility Reported As: ()Compliant Nan -Compliant t � Not Reported ® Is signed Report Type: Dtv1R
*Outf
*Location'
1—
'Parameter.::::::
'Date
Manual
'Description
SOC
Limit
'Calcu...
:Unit.
%flyer action
001
EffluentiL
BOD, 5-Day (2...
0613012013
❑
rvlonthlyAve rage...
❑
130
39.5 ...
mgll
31.665...I
001
Effluent lNitrogen,
Am—
06/04120.13
❑
Daily fvlaximum ... i
❑
2S
41
ingll _
46.425... �
001
Effluent
Nitrogen, .Am..;=.
06130/2b:13
❑
rvlonthly Rverage...�
❑
15.6
23.45 ..:
my l
31S°75...
4. Gm3nd... ( Save?ecaiv.ill ate � �Ri
Help _l€pis I Cancel

NC®ENR
North Carolina Department of Environment and Natural Resources
Division of Water Resources
Water Quality Programs
Pat McCrory Thomas A. Reeder
Governor Director
October 23, 2013
Sent via e-mail
Mr. A. Dale Owen
Adventure Village
15 Adventure Village Road
Brevard, NC 28712
John E. Skvarla, III
Secretary
RE_C.� V11
NOV -'6 2013
DWQ/Surface. WMei P= otection Section
Asheville Regional Office
Subject: Remission Request of Civil Penalty Assessment
Adventure Village WWTP
NPDES Permit NCO086223
Case Number LV-2013-0174
Transylvania County
Dear Mr. Owen:
This letter is to acknowledge your request for remission of the civil penalty levied against the subject
facility. Your request will be scheduled for review by the Director and you will be notified of the result.
If you have any questions about this matter, please contact me at [phone] or via e-mail at
[e-mail].
Sincerely,
. 'f" /_ P f , 5: �J'e�
Bob Sledge, Environmental Specialist
Compliance & Expedited Permitting Unit
cc: Enforcement File w/originals
Central Files w/attachments
Asheville Regional Office w/attachments
1617 Mail Service Center, Raleigh, North Carolina 27699-1617
Location: 512 N. Salisbury St. Raleigh, North Carolina 27604
Phone: [phone] FAX: [phone]
Internet: www.ncwaterquality.org
An Equal Opportunity 1 Affirmative Action Employer

SPATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT
AND NATURAL RESOURCES
COUNTY OF TRANSYLVANIA
IN THE MATTER OF ASSESSMENT
OF CIVIL PENALTIES AGAINST
A. DALE OWEN /
ADVENTURE VILLAGE WWTP
PERMIT NO. NCO086223 )
WAIVER OF RIGHT TO AN
ADMINSTRATIVE HEARING AND
STIPULATION OF FACTS
FILE NO. LV-2013-0174
Having been assessed civil penalties totaling $747.50 for violation(s) as set forth in the
assessment document of the Division of Water Resources dated September 30, 2013, the undersigned,
desiring to seek remission of the civil penalty, does hereby waive the right to an administrative hearing
in the above -stated matter and does stipulate that the facts are as alleged in the assessment document.
The undersigned further understands that all evidence presented in support of remission of this civil
penalty must be submitted to the Director of the Division of Water Resources within thirty (30) days
of receipt of the notice of assessment. No new evidence in support of a remission request will be
allowed after (30) days from the receipt of the notice of assessment.
This the I S tL' day of © , 20 % 3
SIGNATURE
ADDRESS W
7/ 2-
TELEPHONE
9-� 13��

JUSTIFICATION FOR REMISSION REQUEST
DWQ Case Number: LV-2013-0174 County: Transylvania
Assessed Party: A. Dale Owen / Adventure Village WWTP
Permit No.: NCOO86223 Amount Assessed: $747.50
Please use this form when requesting remission of this civil penalty. You must also complete the
"Request For Remission, Waiver of Right to an Administrative Hearing, and Stipulation of Facts "
form to request remission of this civil penalty. You should attach any documents that you believe
support your request and are necessary for the Director to consider in evaluating your request for
remission. Please be aware that a request for remission is limited to.consideration of the five factors
listed below as they may relate to the reasonableness of the amount of the civil penalty assessed.
Requesting remission is not the proper procedure for contesting whether the violation(s) occurred or
the accuracy of any of the factual statements contained in the civil penalty assessment document.
Pursuant to N.C.G.S. § 143B-282.1(c), remission of a civil penalty may be granted only when oneor
more of the following five factors applies. Please check each factor that you believe applies to your
case and provide a detailed explanation, including copies of supporting documents, as to why the
factor applies (attach additional pages as needed).
(a) one or more of the civil penalty assessment factors in N.C.G.S. 143B-282.1(b) were
wrongfully applied to the detriment of the petitioner (the assessment factors are listed in the civil
penalty assessment document);
V(b) the violator promptly abated continuing environmental damage resulting from the
violation (i.e., explain the steps that you took to correct the violation and prevent future occurrences);
(c) the violation was inadvertent or a result of an accident (i.e., explain why the violation
was unavoidable or something you could not prevent or prepare for);
(d) the violator had not been assessed civil penalties for any previous violations;
(e) payment of the civil penalty will prevent payment for the remaining necessary remedial
actions (i. e., explain how payment of the civil penalty will prevent you from performing the activities
necessary to achieve compliance).
EXPLANATION:
��"l �82013

ENVIRONMENTAL * MAINTENANCE * CONSTRUCTION
2020 Howard Gap Road
Hendersonville, N.C. 28792
Phone[phone]
Fax[phone]
10/14/13
Point Source Compliance/ Enforcement Unit
Division of Water Resources
1617 Mail Service Center
Raleigh, NC 27699-1617
In regard to Case No. LV-2013-0174 for Adventure Village WWTP (permit
#NC0086223) we request remission based on the fine amount that will prevent
implementation of an education program and chemical storage facilities on site that will
prevent future occurrences. Also the Facility promptly abated continuing environmental
damage as soon as the problems were reported to us and diagnosed. In August the Facility
returned to compliance. There were only two flowing weeks for the facility in June 2013.
The total flow for the month of June only amounted to 3.6 days of permitted flow.
Damage to the environment was has to be minimal due to our extremely low
flow/business. Please allow us to use this money to prevent future occurrences and
continue to be good stewards of our environment.
Your understanding in this matter will be greatly appreciated.
If I can be of further assistance please don't hesitate to call.
Sincerely,
C tY La
revor C. McMinn
ORC Adventure Village

ATTACHMENT A
A Dale Owen
CASE NUMBER: LV-2013-0174
PERMIT:
NCO086223
FACILITY: Adventure Village WWTP
COUNTY: Transylvania
REGION: Asheville
Limit Violations
MONITORING
REPORT
OUTFALU
PPI
VIOLATION
UNIT OF
CALCULATED % OVER
PENALTY
LOCATION
PARAMETER
DATE FREQUENCY
MEASURE
LIMIT
VALUE
LIMIT
VIOLATION TYPE
$250.00
6-2013
001
Effluent
BOD - Conc
06/30/13 Weekly
mg/1
30
39.5
31.67
Monthly Average Exceeded
$100.00
6-2013
001
Effluent
NH3-N - Conc
06/04/13 Weekly
mg/l
28
41
46.43
Daily Maximum Exceeded
$250.00
6-2013
001
Effluent
NH3-N - Conc
06/30/13 Weekly
mg/1
5.6
23.45
318.75
Monthly Average Exceeded

V� � // C-� -.,
cow
USPS TracksngTIV'
Hint: It's at least 7 characters long,
including a letter and number.
Tracking -dumber: 7012101000021967-6704
Delivery status information is not available for your item via this web site.
A return receipt after mailing may be available through your local Post Office.
Forgot your passdvord?
Sign lip Now
NOT FOUND_

DIVISION OF WATER RESOURCES - CIVIL PENALTY ASSESSMENT (FILE)
Violator: A. Dale Owen / Adventure Village WWTP / NCO086223
(Jane 2013 DMR)
County: Transylvania
Case Number: LV-2013-0174
ASSESSMENT FACTORS
As required by G.S. 143-214.6A(c), in determining the amount of the penalty I considered the factors
set out in G.S. 143B-282.1(b), which are:
1) The degree and extent of harm to the natural resources of the State, to the public health, or to
private property resulting from the violation;
All effluent violations may be detrimental to the receiving stream but may not be
immediately quantified.
2) The duration and gravity of the violation;
One Monthly Average BOD exceeded the permit limit by 31.66 %.
One Monthly Average Ammonia Nitrogen exceeded the permit limit by 318.75%.
One Daily Max Ammonia Nitrogen exceeded the permit limit by 46.42 %.
3) The effect on ground or surface water quantity or quality or on air quality;
All effluent violations may be detrimental to the receiving stream but may not be
immediately quantified.
4) The cost of rectifying the damage;
The cost is unknown. .
5) The amount of money saved by noncompliance;
The amount of money saved would include the cost of excess solids removal.
The amount of money saved would also include the cost of additional chemicals to
treat the waste and more time spent on site addressing the facility.
6) Whether the violation was committed willfully or intentionally;
It does not appear to be either.
7) The prior record of the violator in complying or failing to comply with programs over which
the Environmental Management Commission has regulatory authority; and
There have been no civil penalty assessments in the twelve months prior to this
violation.
8)' The cost to the State of the enforcement procedures.
$147.50.
Date
09/26/2013
G. Landon Davidson, P.G.
Regional Supervisor
Water Quality Section
Asheville Regional Office

AT�YAI
1„r®N
North Carolina Department of Environment and Natural Resources
Division of Water Resources
Water Quality Programs
Pat McCrory
Thomas A. Reeder John E. Skvada, III
Governor
Director Secretary
September 30, 2013
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
Mr. A. Dale Owen
15 Adventure Ridge Road
Brevard, North Carolina 28712
SUBJECT: Notice of Violation and Assessment of Civil Penalty
for Violations of North Carolina General Statute (G.S.) 143-215.1(a)(6)
and NPDES Permit NCO086223
A. Dale Owen
Adventure Village WWTP
Case No. LV-2013-0174
Transylvania County
Dear Mr. Owen:
This letter transmits a Notice of Violation and assessment of civil penalty in the amount of $747.50
($600.00 civil penalty + $147.50 enforcement costs) against A. Dale Owen.
This assessment is based upon the following facts: a review has been conducted of the discharge
monitoring report (DMR) submitted by A. Dale Owen for the month of June 2013. This review
has shown the subject facility to be in violation of the discharge limitations and/or monitoring
requirements found in NPDES Permit NC0086223. The violations which occurred in June 2013
are summarized in Attachment A to this letter.
Based upon the above facts, I conclude as a matter of law that A. Dale Owen violated the terms,
conditions or requirements of NPDES Permit NCO086223 and G.S. 143-215. l (a)(6) in the manner
and extent shown in Attachment A. In accordance with the maximums established by G.S. 143-
215.6A(a)(2), a civil penalty may be assessed against any person who violates the terms,
conditions or requirements of a permit required by G.S. 143-215.1(a).
Based upon the above findings of fact and conclusions of law, and in accordance with authority
provided by the Secretary of the Department of Environment and Natural Resources and the
Director of the Division of Water Resources, I, G. Landon Davidson, Division of Water Resources
Regional Supervisor for the Asheville Region, hereby make the following civil penalty assessment
against A. Dale Owen:
WATER QUALITY SECTION —ASHEVILLE REGIONAL OFFICE
Location: 2090 U.S. Highway 70, Swannanoa, NC 28778
Phone: [phone] FAX: [phone]
Internet: h2o.enr.state.nc.us
An Equal Opportunity/ Affirmative Action Employer

I of the 1 violations of G.S. 143-215.1(a)(6) and NPDES Permit No.
$100.00 NC0086223, by discharging waste water into the waters of the State
in violation of the Permit Daily Maximum limit for NH3-N - Cone.
1 of the 1 violations of G.S. 143-215. 1 (a)(6) and NPDES Permit No.
$250.00 NC0086223, by discharging waste water into the waters of the State
in violation of the Permit Monthly Average limit for BOD - Conc.
1 of the .1 violations of G.S. 143-215.1(a)(6) and NPDES Permit No.
$250.00
NC0086223, by discharging waste water into the waters of the State
in violation of the Permit Monthly Average limit for NH3-N - Conc.
$600.00
TOTAL CIVIL PENALTY
$147.50
Enforcement Costs
$747.50
TOTAL AMOUNT DUE
Pursuant to G.S. 143-215.6A(c), in determining the amount of the penalty I have taken into
account the Findings of Fact and Conclusions of Law and the factors set forth at G.S. 143B-
282. 1 (b), which are:
(1) The degree and extent of harm to the natural resources of the State, to the public health, or
to private property resulting from the violation;
(2) The duration and gravity of the violation;
(3) The effect on ground or surface water quantity or quality or on air quality;
(4) The cost of rectifying the damage;
(5) The amount of money saved by noncompliance;
(6) Whether the violation was committed willfully or intentionally;
(7) The prior record of the violator in complying or failing to comply with programs over
which the Environmental Management Commission has regulatory authority; and
(8) The cost to the State of the enforcement procedures.
Within thirty days of receipt of this notice, you must do one of the following:
Submit payment of the penalty:
Payment should be made directly to the order of the Department of Environment and Natural
Resources (do not include waiver form). Payment of the penalty will not foreclose further
enforcement action for any continuing or new violation(s). Please submit payment to the
attention of:
Point Source Compliance/ Enforcement Unit
Division of Water Resources
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
,1 1
2. Submit a written request for remission or mitigation including a detailed justification
for such request:
Please be aware that a request for remission is� limited to consideration of the five factors listed
below as they may relate to the reasonableness of the amount of the civil penalty assessed.
Requesting remission is not the proper procedure for contesting whether the violation(s)
occurred or the accuracy of any of the factual statements contained in the civil penalty

assessment document. Because a remission request forecloses the option of an administrative
hearing, such a request must be accompanied by a waiver of your right to an administrative
hearing and a stipulation and agreement that no factual or legal issues are in dispute. Please
prepare a detailed statement that establishes why you believe the civil penalty should be
remitted, and submit it to the Division of Water Resources at the address listed below. In
determining whether a remission request will be approved, the following factors shall be
considered:
(1) whether one or more of the civil penalty assessment factors in NCGS 143B-282.1(b)
was wrongfully applied to the detriment of the petitioner;
(2) whether the violator promptly abated continuing environmental damage resulting from
the violation;
(3) whether the violation was inadvertent or a result of an accident;
(4) whether the violator had been assessed civil penalties for any previous violations; or
(5) whether payment of the civil penalty will prevent payment for the remaining necessary
remedial actions.
Please note that all evidence presented in support of your request for remission must be submitted
in writing. The Director of the Division of Water Resources will review your evidence and inform
you of his decision in the matter of your remission request. The response will provide details
regarding the case status, directions for payment, and provision for further appeal of the penalty to
the Environmental Management Commission's Committee on Civil Penalty Remissions
(Committee). Please be advised that the Committee cannot consider information that was not part
of the original remission request considered by the Director. Therefore, it is very important that
you prepare a complete and thorough statement in support of your request for remission.
In order to request remission, you must complete and submit the enclosed "Request for Remission
of Civil Penalties, Waiver of Right to an Administrative Hearing, and Stipulation of Facts" form
within thirty (30) days of receipt of this notice. The Division of Water Resources also requests that
you complete and submit the enclosed "Justification for Remission Request." Both forms should
be submitted to the following address:
Point Source Compliance/ Enforcement Unit
Division of Water Resources
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
3. File a petition for an administrative hearing with the Office of Administrative Hearings:
If you wish to contest any statement in the attached assessment document you must file a petition
for an administrative hearing. You may obtain the petition form from the Office of Administrative
Hearings. You must file the petition with the Office of Administrative Hearings within thirty (30)
days of receipt of this notice. A petition is considered filed when it is received in the Office of
Administrative Hearings during normal office hours. The Office of Administrative Hearings
accepts filings Monday through Friday between the hours of 8:00 a.m. and 5:00 p.m., except for
official state holidays. The original and one (1) copy of the petition must be filed with the Office
of Administrative Hearings. The petition may be faxed - provided the original and one copy of the
document is received in the Office of Administrative Hearings within five (5) business days

following the faxed transmission. The mailing address for the Office of Administrative Hearings
is:
Office of Administrative Hearings
6714 Mail Service Center
Raleigh, North Carolina 27699-6714
Telephone [phone] Facsimile: [phone]
and
Mail or hand -deliver a copy of the petition to
General Counsel
Department of Environment and Natural Resources
1601 Mail Service Center
Raleigh, North Carolina 27699-1601
Please indicate the case number (as found on page one of this letter) on the petition.
Failure to exercise one of the options above within thirty (30) days of receipt of this letter, as
evidenced by an internal date/time received stamp (not a postmark), will result in this matter being
referred to the Attorney General's Office for collection of the penalty through a civil action. Please
be advised that additional penalties may be assessed for violations that occur after the review
period of this assessment.
If you have any questions, please contact Janet Cantwell of the Water Quality staff of the
Asheville Regional Office at 828-296-4500.
Sincerely,
G. Landon Davidson, P.G.
Regional Supervisor
Water Quality Section
Asheville Regional Office
ATTACHMENTS
cc: WQ Regional Supervisor w/ attachments
NPDES Point Source w/ attachments
WQ Central Files w/ attachments
Trevor McMinn/ ORC w/ attachments
G:\WQ\.SWP\Transvivariia`:u'rite-tiater\h-tinors\Adventlire Village S622s\I,V-201_i-01?4.doc

JUSTIFICATION FOR REMISSION REQUEST
DWQ Case Number: LV-2013-0174 County: Transylvania
Assessed Party: A. Dale Owen / Adventure Village WWTP
Permit No.: NC0086223 Amount Assessed: $747.50
Please use this form when requesting remission of this civil penalty. You must also complete the
"Request For Remission, Waiver of Right to an Administrative Hearing, and Stipulation of Facts"
form to request remission of this civil penalty. You should attach any documents that you believe
support your request and are necessary for the Director to consider in evaluating your request for
remission. Please be aware that a request for remission is limited to consideration of the five factors
listed below as they may relate to the reasonableness of the amount of the civil penalty assessed.
Requesting remission is not the proper procedure for contesting whether the violation(s) occurred or
the accuracy of any of the factual statements contained in the civil penalty assessment document.
Pursuant to N.C.G.S. § 143B-282.1(c), remission of a civil penalty may be granted only when one or
more of the following five factors applies. Please check each factor that you believe applies to your
case and provide a detailed explanation, including copies of supporting documents, as to why the
factor applies (attach additional pages as needed).
(a) one or more of the civil penalty assessment factors in N.C.G.S. 143B-282. 1 (b) were
wrongfully applied to the detriment of the petitioner (the assessment factors are listed in the civil
penalty assessment document);
(b) the violator promptly abated continuing environmental damage resulting from the
violation (i.e., explain the steps that you took to correct the violation and prevent future occurrences);
(c) the violation was inadvertent or a result of an accident (i.e., explain why the violation
was unavoidable or something you could not prevent or prepare for);
(d) the violator had not been assessed civil penalties for any previous violations;
(e) payment of the civil penalty will prevent payment for the remaining necessary remedial
actions (i. e., explain how payment of the civil penalty will prevent you from performing the activities
necessary to achieve compliance).
EXPLANATION:

STATE OF NORTH CAROLINA
COUNTY OF TRANSYLVANIA
IN THE MATTER OF ASSESSMENT
OF CIVIL PENALTIES AGAINST
A. DALE OWEN /
ADVENTURE VILLAGE WWTP
PERMIT NO. NCO086223
DEPARTMENT OF ENVIRONMENT
AND NATURAL RESOURCES
WAIVER OF RIGHT TO AN
ADMINSTRATIVE HEARING AND
STIPULATION OF FACTS
FILE NO. LV-2013-0174
Having been assessed civil penalties totaling $747.50 for violation(s) as set forth in the
assessment document of the Division of Water Resources dated September 30, 2013, the undersigned,
desiring to seek remission of the civil penalty, does hereby waive the right to an administrative hearing
in the above -stated matter and does stipulate that the facts are as alleged in the assessment document.
The undersigned further understands that all evidence presented in support of remission of this civil
penalty must be submitted to the Director of the Division of Water Resources within thirty (30) days
of receipt of the notice of assessment. No new evidence in support of a remission request will be
allowed after (30) days from the receipt of the notice of assessment.
This the ' day of , 20
SIGNATURE
ADDRESS
TELEPHONE

ATTACHMENT A
A Dale Owen
CASE NUMBER: LV-2013-0174
PERMIT:
NCO086223
FACILITY: Adventure Village WWTP
COUNTY:
Transylvania
REGION: Asheville
Limit Violations
MONITORING
OUTFALL/
VIOLATION
UNIT OF
CALCULATED % OVER
PENALTY
REPORT
PPI
LOCATION
PARAMETER
DATE FREQUENCY
MEASURE LIMIT
VALUE
LIMIT
VIOLATION TYPE
$250.00
6-2013
001
Effluent
BOD - Conc
06/30/13 Weekly
mg/l
30
39.5
31.67
Monthly Average Exceeded
$100.00
6-2013
001
Effluent
NH3-N - Conc
06/04/13 Weekly
mg/l
28
41
46.43
Daily Maximum Exceeded
$250.00
6-2013
001
Effluent
NH3-N - Conc
06/30/13 Weekly
mg/I
5.6
23.45
318.75
Monthly Average Exceeded

Permit Enforcement History Details by Owner
Owner: A Dale Owen
Facility: Adventure Village WWTP
Permit: NCO086223
Region: Asheville County: Transylvania
09/26/13
1
Penalty Remission Enf EMC EMC OAH Collection Has
Assessment Penalty Enforcemen Request Enf Conf Remission Hearing Remission Remission Memo Sent Balance Pmt Case
Case Number MR Approved Amount t Costs Damages Received Held Amount Held Amount Amount to AGO Total Paid Due Plan Closed
LV-2001-0378 6-2001 09/25/01 $1,000 $100.00 10/05/01 06/05/02 $.00 $1.100.00 No
LV-2001-0437 7-2001 10/23/01 $1,000 $100.00 10/05/01 06/05/02
Total Cases: 2 Total Penalty Amount: $2,000 Total Enforcement Cost: $200.00 Sum of Total Paid: $.00 Total Balance Due: $2,200.00
Sum of Total Case Penalties: $2,200.00 Total Penalties after remission(s): $2,200.00
$1,100.00 No

EFFLUENT JUL 2 2;2013
NPDES PERMIT NO. NCO086223 DISCHARGE NO. 001 MONTH June YEA 2013
FACILITY NAME Adventure Village Class II COUNTY TRANS �—
OPERATOR IN RESPONSIBLE CHARGE. (OR, Trevor McMinn CERTIFICATION NO. 15084 GRADE 11 ORC PHONE [phone]
CERTIFIED LAB6RATORIES(1) ETS Inc. CERTIFICATION NO. 600
CHECK BOX IF ORC HAS CHANGED PERSON(S) COLLECTING SAMPLES Trevor McMinn
NO NO
DISCHARGE FROM SITE
Mail ORIGINAL and Ot�l� •.Cflft: ` .
ATr; CENTRAL FII 6 � Cv e IAb� C. / 1 C �Y►Ih,j
0 s 7/10/2013 / 0
DIV. OF WATER ALITY x c
1617 MAIL SERVICE CET,R 'k (SIGNATURE OF OPERATOR IN RESPONSIBLE CHARGE) DATE
RALEIGH, NC 27699-1617 _ _.. , 1. LIE
. ' BY THIS SIGNATURE) CERTIFY THAT THIS REPORT IS
�j , ACCURATE AND COMPLETE TO THE BEST OF MY KNOWLEDGE.
;If ?_fIA5 - N 0 7, If,
lr*l� 3

(q) 9050' 96 Ot/0N Mg ,elels 9W qW al4 uo eq *m 4uoylee tiojeu6ls jo yoge6a V 'ea4!wlad ay4 uegL je410 Aq Pe8!s 11..
_ .(8) t) (q) ZOZo' tl9 ovoN f5L jad paimbau se 4031410 uoge4!s!e 4mwroop PUB ftIDPj 4!s!A 4snw oVo .
MBP &Mmdw X4 vwiad s1tyUCKU
Bupodau a44 ui pe4euB!sap slun.f wJ0J a se paodaaq o!WuJa�XWICO gm%jot awe f4 Wow eql
4£5 L9S uo!suaaxa '£805 ££L (BL6) W drwlO a0ue0dwo0 LUlenD ja4eM aqL 6u!0ra Rq pau!elgo stew aaue4s!sse apoJJ l-glmm d
Mom 09009 Pool LSOLO ePuom P401 006W jawn emom moo
s90d 9LS6£ sal mto . uu'POS P�o1 6Z600 : enp-H
Sven 09m wn—U6M ggo.L LZ600- Papuans R91099W
auanpl L866£ jaddoJ ZVOLO OpmnsFp.L 9UL00 Hd 00600
auamms 9£ZY£ 4P3qO3 PAol L£OLO eP UBA3 OZL00 UO3 00'£00
61wX L99' W =Auogd PAol 0£LZ£snomgdsogd W.L S9900 ' U09 O L£00
kr,=W OO6LL uuoD* P02A ML£ Wnum4U OW&O " UBB&O WIMIU 00£00
epk4alpwod 099LL um!ua!asPAol 0' W junlujmgU eH Z£OLO Sa44NI-WMN 0£900 4mmpuoo 9600p
uaBOVN
wnu!wrgy SOLLO: Um-W 'J Lao 184PION "401 59000 OwdWiWo Z90UU
euugg0 =a Z60L0 us6oq!N e!uowuty OLSOO (03-4d) jopo 09000
PwP!Saa jakls LOW 9itur-1 r RO L ZOOLO v360mx lem 00900 L1!Pqjn1 9L000
POLL 09M " PRN 190L0 epuonu RO.L moo asma 9 @O 95S00 a Mmodwe.L OL000
MOD a3L3!Nyayd
a dx3 4!wiad jagwnN auogd .. WWPPV aGW=ad
SEOZ OE aS EEi►5=Z98- 8Z8 :` ZURZ ON 'PMAalB 'PROM IaBJs16ZE
a4eU .,aa44!wJad to aurgeu ft
("ed4jo au!d:asBald) aa44luuad
a eIRA QIMUG ►PV
n suo W!h 6u_wmuM m4 Watuumjdwi pue sau4lo AI!LK msod 8M Bt4pnpq 'uo.qewx Wi asm Bogpwgns jot s.swuad
4up416!s ale OMp Mfi QWNR we I 'alMdwoo pue 'apmw 'aM pipq Rue OWWAMN Lw do 4saq a g 04 's! PaWwgnsumMuolu!
ayi'uo4euuoW! 844 BuuaK4e6 jot alglsuodsai Aipaup suosiad asoyl jo 'wa4sAs ai4 a6euew oyM suosiad jo uosiad ayl W ti!nbu!
i(w uo paws 'Pep!wgns uo9euuolul aql a]enlena pue JmRBB Apadoud !auuosiad pa4genb M a nsse a4 pwBmp swaWs a qW
aMepro=e u! uaswadns io uogmp Aw jepgn paiedaA amm sMwgoepe_ pe pue wmnoop sm4'awO'Me! to Llleusd jepun 'LJ!4mo 1.
•IwWoo jopun eluowwe 14un gwlq a u! Ip% .
-pays OA.4=d a peq uo4!ppe qmn unypos pue mm=jie 3pm euww U 4Su14no Sm quOW= N£HN
.quelnpod !mump onmW j% 4noWq 04 jauMo pWw pue uo Am u! -km primal vp" &UNA* +Aoq a08
etswu eq W SWawanwdw! j% SIT 4 aw4 a pue
"o4a 'aaueua4ulwu 'uogeiado '4uawdm3a a4 padsau u! ua>Ie4 6urdq suogae GA
AM= aq4 uo 4uawwoo aseald '1ue!Id WOOuou sl ftKWl OWN
luelldwoauON .
quawajlnbaj 41uusd }saw ION op sapuanba4 6ugdwes pue elep Ouuo uow JIV
;ueildwoo
. asluaweipbarpued leaw sepuenbay kldules pue a ep 6uuo4luow lIN
(6uw►olj6i at610 au0 3pa43 aseald) :snMS ApIped

vim
��-
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Resources
Water Quality Programs
Pat McCrory Thomas A. Reeder John E Skvarla, III
Governor Director Secretary
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
Mr. A. Dale Owen
Adventure Village-WWTP
15 Adventlue:pRidge Road
Brevard, North Carolina 28712
Dear Mr. Owen:
September 11, 2013
7012 1010 0002 1967 6520
Subject: Notice of Violation and
Recommendation for Enforcement
Tracking #: NOV-2013-LV-0522
Adventure Village WWTP
NPDES Permit No. NCO086223
Transylvania County
A review of the June 2013 self -monitoring report for the subject facility revealed violations of the
following parameters:
Date
Outfall
Parameter
Reported Value
Permit Limit
06/30/2013
001
BOD
39.5 mg/ 1
30 mg/ 1
06/04/2013
001
Ammonia nitrogen
41 mg/ 1
28 mg/ 1
06/30/2013
001
Ammonia nitrogen
23.45 mg/ 1
5.6 mg/ 1
A Notice of Violation/ Notice of Recommendation for Enforcement (NOV/ NRE) is being issued for the
noted violation of North Carolina General Statute (G.S.) 143-215.1 and NPDES Permit No. NC0086223.
Pursuant to G.S. 143-215.6A, a civil penalty of not more than twenty-five thousand dollars ($25,000.00) may be
assessed against any person who violates or fails to act in accordance with the terms, conditions, or
requirements of any permit issued pursuant to G.S. 143-215.1. If you wish to provide additional information
regarding the noted violation, request technical assistance, or discuss overall compliance please respond in
writing within ten (10) days after receipt of this Notice. A review of your response will be considered along
with any information provided on the June 2013 Discharge Monitoring Report. You will then be notified of any
civil penalties that may be assessed regarding the violations. If no response is received in this Office within
the 10-day period, a civil penalty assessment may be prepared.
WATER QUALITY SECTION
North Carolina Division of Water Resources — Asheville Regional Office Phone [phone] FAX [phone] Internet: h2o.enr.state.nc.us
U.S. Highway 70, Swannanoa, N.C. 28778 An Equal Opportunity/Affirmative Action Employer

Mr. A. Dale Owen
September 11, 2013
Page Two
Remedial actions, if not already implemented, should be taken to correct any problems. The Division of
Water Resources may pursue enforcement actions for this and any additional violations. If the violations are of
a continuing nature, not related to operation and/or maintenance problems, and you anticipate remedial
construction activities, then you may wish to consider applying for a Special Order by Consent. You may
contact this office for additional information.
If you have questions concerning this matter, please do not hesitate to contact Janet Cantwell or
me at 828/296-4500.
Sincerely,
v�
G. Landon Davidson, P.G.
Regional Supervisor
Water Quality Section
Asheville Regional Office
cc. W Q AshevillePiles
WQ Central Files
WQ Point Source Branch
U';WlY:.SW P''1'ransylvania;WasteNwateriit•1.inors'Adventtue Village S6223,NOV-NRE-2013-LV-0522.doc

NC®ENR
North Carolina Department of Environment and Natural Resources
Division. of Water Resources
Water Quality Programs
Pat McCrory Thomas A. Reeder
Governor Director
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
Mr. A. Dale Owen
Adventure Village WWTP
15 Adventure Ridge Road
Brevard, North Carolina 28712
Subject:
Dear Mr. Owen:
September 11, 2013
Notice of Violation and
Recommendation for Enforcement
Tracking #: NOV-2013-LV-0522
Adventure Village WWTP
NPDES Permit No. NCO086223
Transylvania County
John E Skvarla, III
Secretary
A review of the ,Tune 2013 self -monitoring report for the subject facility revealed violations of the
following parameters:
Date
Outfall
Parameter
Reported Value
Permit Limit
06/30/2013
001
BOD
39.5 mg/ 1
30 mg/ 1
06/04/2013
001
Ammonia nitrogen
41 mg/ 1
28 mg/ 1
06/30/2013
001
Ammonia nitrogen
23.45 mg/ 1
5.6 mg/ 1
A Notice of Violation/ Notice of Recommendation for Enforcement (NOV/ NRE) is being issued for the
noted violation of North Carolina General Statute (G.S.) 143-215.1 and NPDES Permit No. NC0086223.
Pursuant to G.S. 143-215.6A, a civil penalty of not more than twenty-five thousand dollars ($25,000.00) may be
assessed against any person who violates or fails to act in accordance with the terms, conditions, or
requirements of any permit issued pursuant to G.S. 143-215.1. If you wish to provide additional information
regarding the noted violation, request technical assistance, or discuss overall compliance please respond in
writing within ten (10) days after receipt of this Notice. A review of your response will be considered along
with any information provided on the June 2013 Discharge Monitoring Report. You will then be notified of any
civil penalties that may be assessed regarding the violations. If no response is received in this Office within
the 10-day period, a civil penalty assessment may be prepared.
WATER QUALITY SECTION
North Carolina Division of Water Resources — Asheville Regional Office Phone [phone] FAX [phone] Internet: h2o.enr.state.nc.us
2090 U.S. Highway 70, Swannanoa, N.C. 28778 An Equal Opportunity/Affirmative Action Employer

Mr. A. Dale Owen
September 11, 2013
Page Two
Remedial actions, if not already implemented, should be taken to correct any problems. The Division of
Water Resources may pursue enforcement actions for this and any additional violations. If the violations are of
a continuing nature, not related to operation and/or maintenance problems, and you anticipate remedial
construction activities, then you may wish to consider applying for a Special Order by Consent. You may
contact this office for additional information.
If you have questions concerning this matter, please do not hesitate to contact Janet Cantwell or
me at 828/296-4500.
Sincerely,
G. Landon Davidson, P.G.
Regional Supervisor
Water Quality Section
Asheville Regional Office
cc: WQ Asheville Files
WQ Central Files
WQ Point Source Branch
(:i.' WQ.SbVPCCransylvania:\�'astewat r.`liuors.r�dvcnture Village 36223`,\OV-NRI '4013-1_V-0>22.doe

A Dale Owen
A Dale Owen
15 Adventure Rdg Rd
Brevard, NC 28712
SUBJECT: NOTICE OF VIOLATION
Tracking Number: NOV-2017-LV-0321
Permit No. NCO086223
Adventure Village WWTP
Transylvania County
Dear Permittee: .
A review of the August 2016 Discharge Monitoring Report (DMR) for the subject facility. revealed the violation(s)
indicated below:
Limit Exceedance Violation(s):
Sample Limit Reported
Location Parameter Date Value Value Type of Violation
001 Effluent BOD, 5-Day (20 Deg. C) - 8/10/2016 45 68 Daily Maximum Exceeded
Concentration (C0310)
Remedial actions, if not already implemented, should be taken to correct any noted problems. The Division of
Water Resources may pursue enforcement actions for this and any additional violations.
If you have any questions concerning this matter, please contact Janet Cantwell of the Asheville Regional Office at
828-296-4500.
Sincerely,
G. Landon Davidson, P.G., Regional Superviso
Water Quality Regional Operations Section
Asheville Regional Office
Division of Water Resources, NCDEQ
Gc �W,QS�Astre�+ifle i ional -ffice Enforce. nt File
NPDES Compliance/Enforcement Uni - En orcement File
G:\WR\WQ\Transylvania\Wastewater\Minors\Adventure Village 86223\NOV-NOI-2017-0321
State of North Carolina I Environmental Quality I Water Resources
2090 U.S. 70 Highway, Swannanoa, NC 28778
828-296-4500

L
Water Resources
ENVIRONMENTAL QUALITY
October 5, 2016
Mr. A. Dale Owen, Owner
Adventure Village
15 Adventure Ridge Road
Brevard, North Carolina 28712
SUBJECT: Compliance Evaluation Inspections
Adventure Village WWTP Permit No. NCO086223
Adventure Village Deemed Collection System
Transylvania County
Dear Mr. Owen:
PAT MCCRORY
Governor
DONALD R. VAN DER VAART
Secretary
S. JAY ZIMMERMAN
Director
On October 4, 2016, Mikal Willmer and I conducted a Compliance Evaluation Inspection of the Wastewater
Treatment Plant and Deemed Wastewater Collection System that serve Adventure Village. Based on records
reviewed, an on -site visit, and interviews with staff, the facilities were found to be compliant.
Inspection reports are attached for your records with findings summarized. The following items were noted during the
inspection:
e A PVC pipe of unknown origin and purpose was observed in the upstream vicinity of the WWTP discharge pipe.
Assess the origin and purpose of the pipe and contact me with a plan to plug and abandon or remove it.
• Continue to operate and maintain the collection system in compliance with the requirements outlined in 15A
NCAC 02T .0403 (Attached) for Deemed Wastewater Collection Systems.
The assistance of Travis McMinn and the Adventure Village staff in conducting the inspections was greatly
appreciated. If there are questions or additional information is needed regarding system operation, maintenance, or
permit questions, please feel free to contact me at 828-296-4500. Please refer to the enclosed inspection report for
additional observations and comments.
Sincerely,
Tim Heim, P.E.
Environmental Engineer
Enc.
cc: Travis McMinn, ORC
MSC 1617-Central Files -Basement
CAsheulle_F1es=
\\Wp3dnfp06.eads.ncads.net\data\WR\WQ\Transylvania\Collection Systems\Adventure Village WQCSD\CEI letter 10-04-2016.doc
State of North Carolina I Environmental Quality I Water Resources
2090 U.S. Highway 70 Swannanoa, NC 28778
828 296 4500

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 1 2 15 1 3 I NCO086223 111 12 16/10/04 17 18 I C E 19 L G j 20 Lj
21IIIIII IIIII-1I11II IIIIIII I IIIIII IIIIIIIIIII i66
Inspection Work Days Facility Self -Monitoring Evaluation Rating 61 QA ------ --Reserved---------
67 70 IJ .71 L I 72 73 I I J 74 751 I I I I I I I80
L_1 I I I 1
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)
09:OOAM 16/10/04
15/10/01
Adventure Village WWTP
15 Adventure Rdg Rd
Exit Time/Date
Permit Expiration Date
Brevard NC 28712
03:0oPM 16/10/04
20/09/30
Name(s) of Onsite Representative(s)/Titles(s)/Phone and Fax Number(s)
Other Facility Data
Trevor Clyde McMinn/ORC/828-691-7191/
Name, Address of Responsible Official/Title/Phone and Fax Number
Contacted
A Dale Owen,15 Adventure Rdg Rd Brevard NC 28712//828-862-5411/8288645412
No
Section C: Areas Evaluated During Inspection (Check only those areas evaluated)
Permit Operations & Maintenance Records/Reports Facility Site Review
Section D: Summary of Finding/Comments (Attach additional sheets of narrative and checklists as necessary)
(See attachment summary)
Name(s) and Signature(s) of Inspector(s) Agency/Office/Phone and Fax Numbers Date
/t
Timothy H Heim ARO WQ//828-296-4665/
Mikal Willmer ARO WQ//828-296-4686/
Signature of Management Q A Reviewer Agency/Office/Phone and Fax Numbers Date
EPA Form 356 - ev 9194) Previous editions are obsolete.
Page#

NPDES
yr/mo/day
31 NCO086223 'I11 12 16/10/04 17
Inspection Type
18 JCJ
Section D: Summary of Finding/Comments (Attach additional sheets of narrative and checklists as necessary)
Tim Heim and Mikal W me of the Asheville Regional Office performed a Compliance Evaluation
Inspection on October 4th, 2016. Trevor McMinn (ORC) assisted with the inspection. The permitted
discharge facility appeared well maintained and operated at the time of the inspection, and in
compliance with Permit NC0086223.
11
Page#

Permit: NCO086223 Owner - Facility: Adventure Village WWrP
Inspection Date: 10/04/2016 Inspection Type: Compliance Evaluation
Operations & Maintenance Yes No NA NE
Is the plant generally clean with acceptable housekeeping? 0 ❑ ❑ ❑
Does the facility analyze process control parameters, for ex: MLSS, MCRT, Settleable ❑ ❑ 0 ❑
Solids, pH, DO, Sludge Judge, and other that are applicable?
Comment: The facility appeared well maintained and operated, and compliant with the permit conditions
at the time of the inspection.
Permit
Yes No NA NE
(If the present permit expires in 6 months or less). Has the permittee submitted a new .
❑
❑
0
❑
application?
Is the facility as described in the permit?
0
❑
❑
❑
# Are there any special conditions for the permit?
❑
M
❑
❑
Is access to the plant site restricted to the general public?
0
❑
❑
❑
Is the inspector granted access to all areas for inspection?
M
❑
❑
❑
Comment:
Page# 3

TREVC®
ENVIRONMENTAL * MAINTENANCE * CONSTRUCTION
2020 Howard Gap Road
Hendersonville, N.C. 28792
Phone[phone]
Fax[phone]
5/23/16
NCDENR
DWQ-SWP
Attn: G. Landon Davidson
2090 U.S. Highway 70
Swannanoa, NC 28788
Mr. Davidson:
fl��li_i '.ED u
Division of Water Resources I,
MAY 2 6 2016.
Water ouality Regional Operations
Asheville Regional Offlce a
-z- _ -
In regard to NOV-2016-LV-0265 for Adventure Village WWTP (permit
#NC0086223) we offer the following explanation:
In October 2015 this facility had a high BOD resulting in a daily violation. There was no
reoccurrence of the BOD problem for the remainder of the year.
A monthly violation for ammonia was also noted in the letter in the amount of 0.01 over
the limit. The facility more than complied with its limits in the other 3 weeks of this
month. The operator did not carry the average to the second decimal place. The computer
rounding to 5.6 mg/L (within limits). The letter from your office reports 5.61 mg/L
(monthly average exceeded). While this may be technically true we would like to ask for
a common sense approach to any enforcement actions you may consider. We know we
have a ammonia problem. Kathy Jimmison of your office was instrumental in providing
technical data to help combat the problem. Please allow us the opportunity to fine tune
her recommendations and address this problem. The ammonia problem did not reoccur in
the remainder of the year 2015. Also the permit allows for a limit of 16.9 mg/L beginning
in November? At 5.6 mg/L we have very little room for to respond to these spikes.
Your understanding in this matter is greatly appreciated.
If I can be of further assistance please don't hesitate to call.
Sin rely,
c Cgs
Trevor C. McMinn

FF
Certified Mail # 7012 1010 0002 1965 5686
Return Receipt Requested
May 18, 2016
A Dale Owen
15 Adventure Ridge Road
Brevard, NC 28712
SUBJECT: NOTICE OF VIOLATION
Tracking Number: NOV-2016-LV-0265
Permit No. NCO086223
Adventure Village WWTP
Transylvania County
Dear Permittee:
A review of the October 2015 Discharge Monitoring Report (DMR) for the subject facility revealed the violation(s)
indicated below:
Limit Exceedance Violation(s):
Sample
Location
Parameter Date
Limit Reported
Value Value Type of Violation
001 Effluent
BOD, 5-Day (20 Deg. C) - 10/20/2015
45 65 Daily Maximum Exceeded
Concentration (C0310)
001 Effluent
Nitrogen, Ammonia Total (as 10/31/2015
5.6 5.61 Monthly Average Exceeded
N) - Concentration (C0610)
Remedial actions, if not already implemented, should be taken to correct any noted problems. The Division of
Water Resources may pursue enforcement actions for this and any additional violations.
State of North Carolina I Environmental Quality I Water Resources
2090 U.S. 70 Highway, Swannanoa, NC 28778
828-296-4500

If you have any questions concerning this matter, please contact Janet Cantwell of the Asheville Regional
Office at 828-296-4500.
Sincerely,
G. Landon Davidson, P.G., Regional Supervisor
Water Quality Regional Operations Section
Asheville Regional Office
Division of Water Resources,. NCDEQ
Cc: WQS Asheville -Re gianal_Office_�Eriforcement File--,
NPDES Compliance/Enforcement Unit - Enforcem ne t File
Trevor C. McMinn/ ORC
G:\WR\WQ\Transylvania\Wastewater\Minors\Adventure Village 86223\NOV-2016-LV-0265.rtf

a7z tE v
'202,10, Hmva-rd Gap Road
Hendersonville. IN-C', 2S792
Phonle (1828)69 1 -7 19
Fax [phone]
3/25/15
RECEIVED/DENR/DWR
Permit Renewal Request 2015 APR - 2 2015
Water Quality
Permitting Section
Wren Thedford,
Please find enclosed a permit renewal package for Adventure Village (NPDES permit
NC0086223). There have been no changes or modifications to this facility since the
issuance of the last permit. We respectfully request this permit to be renewed. We also
hope that you find this package in order.
If we may be of further assistance please do not hesitate to call or correspond.
Si cerel ,
revor C. McMinn
DiVISIO, " of
APP, - 8 2015
Water Qtj-2,11ty Reoional operations
O5flce

NPDES APPLICATION - FORM D
For privately -owned treatment systems treating 100% domestic wastewaters <1.0 MGD
Mail the complete application to:
N. C. DENR / Division of Water Resources / NPDES Program
1617 Mail Service Center, Raleigh, NC 27699-1617
NPDES Permit 0qd086223
If you are completing this form in computer use the TAB key or the up - doom arrows to move from one
field to the next. To check the boxes, click your mouse on top of the box Otherwise, please print or type.
1. Contact Information:
Owner Name
Facility Name
Mailing Address
City
State / Zip Code
Telephone Number
Fax Number
e-mail Address
Transylvania Evergreen Corporation /Dale Owen
Adventure Village
15 Adventure Ridge Road
Brevard
NC 28712
[phone] RE(`E11/ED/r1ENWWn
2. Location of facility producing discharge:
Check here if same address as above
Street Address or State Road
City
State / Zip Code
County
PR o 2 2015
Water Quality
Permitting 8ecdon
3. Operator Information:
Name of the firm, public organization or other entity that operates the facility. (Note that this is not
referring to the Operator in Responsible Charge or ORQ
Name Transylvania Evergreen Corporation
Mailing Address 15 Adventure Ridge Road
City Brevard
State / Zip Code NC 28712
Telephone Number [phone] I
i
Fax Number
e-mail Address

NPDES APPLICATION - FORM D
For privately -owned treatment systems treating 100% domestic wastewaters <1.0 MGD
4. Description of wastewater.
Facility Generating Wastewater(check all that apply
Industrial
❑
Number of Employees
Commercial
X
Number of Employees
Residential
❑
Number of Homes
School
❑
Number of Students/Staff
Other
❑
Explain:
Describe the source(s) of wastewater (example: subdivision, mobile home park, shopping centers,
restaurants, etc.):
RV campground and rental cabins
Number of persons served:
5. Type of collection system
X Separate (sanitary sewer only) ❑ Combined' (stoma sewer and sanitary sewer)
6. putfallInformation:
Number of separate discharge points 1 .
Outfall Identification number(s) 001
Is the outfall equipped with a diffuser? ❑ Yes X No
7. Name of receiving stream(S) (NEW =Plicants: Provide a map showing the exact location of each
outfallp
Peter Weaver Creek
s. Frequency of Discharge: X Continuous ❑ Intermittent
If intermittent:
Days per week discharge occurs: Duration:
9. Describe the treatment system j
List all installed components, including capacities, provide design removal for BOD, TSS, nitrogen and
pyrospy�orus. If the space provided is not sufficient, attach the description of the treatment system in a
separate sheet of paper. of one steel
Two package wastewater treatment plants in parallel configuration consisting
sputter boat, two influent equalization basins (5000 gal.), two steel aeration basins (10200
gallons ea.), dual blowers Roots 36 URAI w/ 533P motors), 2 steel clarifiers (5000 gal. ea.),
2 sludge holding digesters (5000 gal. ea.), 2 tablet chlorinators, 2 chlorine contact basins
(750 gal. ea.), 2 tablet de -chlorinators, and a v-notched weir attached to an ultrasonic
flow meter. Combined capacity for these 2 plants1 is 0.035 MGD.

NPDES APPLICATION - FORM D
For privately -owned treatment systems treating 1000/6 domestic wastewaters <1.0 MGD
10. Flow Information: !
Treatment Plant Design flow 0.020 MGD
Annual Average daily flow 0.003 MGD (for the previous 3 years)
Maximum daily flow 0.019 MGD (for the previous 3 years)
11. Is this facility located on Indian country?'
❑ Yes X No
12. Effluent Data
IYEW APPLICANTS: Provide data. for the parameters listed. Fecal Coliforrn, Temperature and pH shall be grab
samples, for all otherparametem 24-hour composite sampling shall be used. If more than one analysis is reported,
report daily maximum and monthly average. If only one analysis is reported, report as daily maximum -
RENEWAL APPLICANTS: Provide the highest single reading (Daily Maximum) and Monthly Average over
the past 36 months for parameters currentl in our ermit. Mark other arameters `N/A".
Daily Monthly Units of
Parameter aurae:.,.,,,,; Average Measurement
Biochemical Oxygen Demand (BODs)
66
Fecal Coliform
760
Total Suspended Solids
Temperature (Summer)
Temperature (Winter)
pH
50
23
2
7.8
13. List all permits, construction approvals and/a
Type Permit Number Type
Hazardous Waste (RCRA) NESH
UIC (SDWA)
NPDES.
PSD (CAA)
Non -attainment program (CAA)
14. APPLICANT CERTIFICATION
39.5
Mg/1
44
Col/ 100ml
31.7
Mg/1
22
'0 C
3.6
d C
6.6
S.U.
applications:
PS (CAA)
OceanDumping (MPRSA)
Dredge. or fill (Section 404 or CWA).
Community Well
Permit Number
NC 10-88-001
I certify that I am familiar with the information i contained in the application and that to the
best of my knowledge and belief such information is true, complete, and accurate.
name of Person Signing
Of
Title
Date
North Carolina General Statute 143-215.6 (b)(2) states: Any person who knowingly makes any false statement representation, or certification in any
application, record, report, plan, or other document files or required to be maintained under Article 21 or regulations of the Environmental Management
Commission implementing that Article, or who falsifies, tampers with, or knowingly renders inaccurate any recording or monitoring device or method
required to be operated or maintained under Article 21 or regulations of the Environmental Management Commission implementing that Article, shall be
guilty of a misdemeanor punishable by a fine not to exceed $25,000, or by imprisonment not to exceed six months, or by both. (18 U.S.C. Section 1001
provides a punishment by a fine of not more than $25,000 or imprisonment not more than 5 years, or loth, for a similar offense.)

NPDES APPLICATION - FORM D
For privately -owned treatment systems treating 100% domestic wastewaters <1.0 MGD

Sludge Management Plan: 2015
To date this facility has never built up enough sludge to waste to the digesters_ No sludge has ever been hauled, due to
the low flow and loading of this facility. Should business increase and the need for sludge removal becomes apparent it
Will be wasted to the digesters where it will be stored and thickened for cost effective hauling. Sludge removal will be by
truck by Mike's Septic, 1828-253 2612} a local pump truck contractor. He will haul the sludge to disposal at the Town
of Brevard waste treatment facility. All associated costs of this hauling will be paid by Adventure Village_ Removal and
management of this sludge will be done in a timely manner and in the best interests of facility operation and the
environment.
Owner:
Dale Owen / Transylvania Evergreen Corporation
r-s

T QF---VC
2020 Howard Cap P oa:1
Hendersonville, N-C. -28792
Phone (8 %9) 391-7191
Fax[phone]
March 25, 2015
Signatory Authority / Authorized Representative
For the purpose of signing monthly D.M.Rs (Signatory authority on file per 15ANCAC
8A.0202(b)(5)(B) with DEM Central files) and permit renewal information for the Adventure Village:
NPDES#NC0086223 evidenced by the signatures below.
Authorized signature: Authorizing Permitee
Trevor C. McMinn Dale Owen
f /�4Operator in Responsible Charge Date:3/2F•6✓/15

A FA
NCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory Donald R. van der Vaart
Governor Secretary
April 06, 2015
Dale Owen, Member
Transylvania Evergreen Corporation
Adventure Village
15 Adventure Ridge Road
Brevard, NC 28712
Subject: Acknowledgement of Permit Renewal
Permit NCO086223
Transylvania County
Dear Permittee:
The NPDES Unit received your permit renewal application on April 02, 2015. A member of the
NPDES Unit will review your application. They will contact you if additional information is required to
complete your permit renewal. You should expect to receive a draft permit approximately 30-45 days
before your existing permit expires.
If you have any additional questions concerning renewal of the subject permit, please contact Joe
Corporon [phone].
Sincerely,
Wre c v TktAfo-rro�
Wren Thedford
Wastewater Branch
cc: Central Files
she ilfle aegio al-V ice
NPDES Unit
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
Intemet:: www.ncwater.orp
Division of Water Resources
up, - 8 2015
Water oualitY Regional operations
ce
Asheville 1=tegion
An Equal OpportunityMrmativeAction Employer

NCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
Mr. Dale Owens, Managing Member
Transylvania Evergreeen Corporation
15 Adventure Road
Brevard, NC 28712
Dear Mr. Owens:
Division of
Water
August 3,2015 AUG 1 7 2015
Water nuality Regional Ooeratinns
Subject: Issuance of NPDES Permit NCO086223
Adventure Village WWTP
Transylvania County
Class WW-2
Vaart -
Division personnel have reviewed and approved your application for renewal of the subject permit. Accordingly,
we are forwarding the attached NPDES discharge permit. This permit is issued pursuant to the requirements of
North Carolina General Statute 143-215.1 and the Memorandum of Agreement between North Carolina and the
U.S. Environmental Protection Agency dated October 15, 2007 (or as subsequently amended).
This final permit includes no major changes from the draft permit sent to you on June 17, 2015.
If any parts, measurement frequencies or sampling requirements contained in this permit are unacceptable to you,
you have the right to an adjudicatory hearing upon written request within thirty (30) days following receipt of this
letter. This request must be in the form of a written petition, conforming to Chapter 150B of the North Carolina
General Statutes, and filed with the Office of Administrative Hearings (6714 Mail Service Center, Raleigh, North
Carolina 27699-6714). Unless such demand is made, this decision shall be final and binding.
Please note that this permit is not transferable except after notice to the Division. The Division may require
modification or revocation and reissuance of the permit. This permit does not affect the legal requirements to
obtain any other Federal, State, or Local governmental permit that may be required. If you have any questions
concerning this permit, please contact Sonia Gregory at telephone num-b4�r [phone].
Sincer y,
S. Jay Zimmerman, P.G Director
Division of Water Resources
cc: Central Files
/s e r1. i .e Re s onalti
NPDES Unit
1617 Mail Service Center, Raleigh, North Carolina 27699-1617 512 North Salisbury Street, Raleigh, North Carolina 27604
Phone: [phone] / FAX [phone] / http://portal.ncdenr.org/web/wq
An Equal Opportunity/Affirmative Action Employer -50% Recycled/10% Post Consumer Paper

Permit NCO086223
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER RESOURCES
PERMIT
TO DISCHARGE WASTEWATER UNDER THE
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
(NPDES)
In compliance with the provisions 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,
Transylvania Evergreen Corporation / Dale Owen
is hereby authorized to discharge wastewater from a facility located at the
Adventure Village WWTP
15 Adventure Ridge Road, Brevard
Transylvania County
to receiving waters designated as Peter Weaver Creek in the French Broad River Basin
in accordance with effluent limitations, monitoring requirements, and other conditions set forth in Parts I,11, III
and IV hereof.
This permit shall become effective October 1, 2015.
This permit and authorization to discharge shall expire at midnight on September 30, 2020.
Signed this day August 3, 2015.
G
S. Jam. immerman, P.G., Director
D'r lsion of Water Resources
By Authority of the Environmental Management Commission
Page 1 of 6

Permit NCO086223
SUPPLEMENT TO PERMIT COVED SKEET
All previous NPDES Permits issued to this facility, whether for operation or discharge are hereby revoked, and
as of this issuance, any previously issued permit bearing this number is no longer effective. Therefore, the
exclusive authority to operate and discharge from this facility arises under the permit conditions, requirements,
terms, and provisions included herein.
Transylvania Evergreen Corporation / Dale Owen
is hereby authorized to :
1. continue to operate a 0.020 MGD extended -aeration, steel, package wastewater treatment plant (WWTP),
consisting of dual -trains in parallel utilizing:
s flow splitter box
o dual 5,000-gallon flow equalization basins with diffused -air and manual bar screens
o dual 20,000-gallon aeration basins with diffused -air blowers
® dual 5,000-gallon hopper -type clarifiers (each with air-lift sludge returns and skimmer)
dual 5,000-gallon aerobic digesters
m dual tablet chlorinators;
® dual 750-gallon chlorine -contact chambers
® dual tablet dechlorinators
e meter box with ultrasonic flow meter
0 60-degree v-notch weir -
e emergency back-up generator
located at Adventure Village, 15 Adventure Road, Brevard, off U.S. Highway 64 north of Rosman in
Transylvania County, and
2. after receiving an additional Authorization to Construct permit, construct facilities not to exceed 0.035
MGD, and after submitting an Engineer's Certification form and receiving Authorization to Operate,
3. discharge from said treatment works via Outfall 001, a location specified on the attached map, into Peter
Weaver Creek [stream segment 6-10], a waterbody currently classified C; Trout within Subbasin 04-03-01
of the French Broad River Basin.
Page 2 of 6

Permit NCO086223
Part I.
A. (L) EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS
[15A NCAC 02B .0400 et seq., 02B .0500 et seq.]
During the period beginning on the permit effective date and Authorization to Operate, and lasting until
expansion above 0.020 MGD or expiration, the Permittee is authorized to discharge from Outfall 001.
Such discharges shall be limited and monitored 1 by the Permittee as specified below:
EFFLUENT CHARACTERISTICS
LIMITS
MONITORING
REQUIREMENTS
[Parameter Codes]
Monthly
Daily
Measurement
Sample
Sample
Average
Maximum
Frequency
Type _ _
Location _
Flow
[500501
0.020 MGD
Daily
Recording
Influent or
Effluent
Temperature (°C)
[000101
Dail y
Grab
Effluent
Total Residual Chlorine 2
[50060]
28 pg/L
2/Week
Grab
Effluent
BOD, 5-day (20°C)
[C03101.
30.0 mg/L
45.0 mg/L
Weekly
Composite
Effluent
Total Suspended Solids
[C0530]
30.0 mg/L
45.0 mg/L
Weekly
Composite
Effluent
NH3 as N (Apr 1—Oct 31)
[C0610]
5.6 mg/L
28.0 mg/L
Weekly
Composite
Effluent
NH3 N (Nov 1—Mar 31)
[C061 0]
16.9 mg/L
35.0 mg/L
Weekly
Composite
Effluent
Dissolved Oxygen
[00300]
Weekly
Grab
Effluent
Fecal Coliform (geometric mean)
[316161
200 / 100 ml
400 / 100 ml
Weekly
y
Grab
Effluent
pH
[00400]
Not < 6.0 nor > 9.0
standard units
Weekly
Grab
Effluent
Footnote:
1. No later than 270 days from the effective date of this permit, the permittee shall begin submitting discharge
monitoring reports electronically using the Division's eDMR system [see A. (3)].
2. Total Residual Chlorine (TRC) - The Division shall consider all effluent TRC values reported below 50µg/L to
be compliant with this permit. However, the Permittee shall continue to record and submit all values reported by a
North Carolina -certified laboratory (including field certified), even if these values fall below 50µg/L.
There shall be no discharge of floating solids or visible foam in other than trace
amounts.
Page 3 of 6

Permit NCO086223
A. (2.) EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS
[15A NCAC 02B .0400 et seq., 02B .0500 et seq.]
During the period beginning after expansion above 0.035 MGD and lasting until expiration, the Permittee is
authorized to discharge from Outfall 001. Such discharges shall be limited and monitored 1 by the Pennittee as
specified below:
EFFLUENT
LIMITS
MONITORING REQUIREMENTS
Monthly
Daily
Measurement
Sample
Sample
CHARACTERISTICS
[Parameter Codes]
Average
Maximum
Frequency
Type
Location
Flow
[50050]
0.035 MGD
Daily
Recording
Influent or
Effluent
Temperature (°C)
[000101
Daily
Grab
Effluent
Total Residual Chlorine 2
[50060]
28 Ng/L
2/Week
Grab
Effluent
BOD, 5-day (20°C)
[C0310]
30.0 mg/L
45.0 mg/L
Weekly
Composite
Effluent
Total Suspended Solids
[C0530]
30.0 mg/L
45.0 mg/L
Weekly
Composite
Effluent
NHs as N (Apr 1— Oct 31)
[C0610]
5.6 mglL
28.0 mg/L
Weekly
Composite
Effluent
NHs as N (Nov 1 — Mar 31)
[C0610]
16.9 mg/L
35.0 mg/L
Weekly
Composite
Effluent
Dissolved Oxygen
Weekly
Grab
Effluent
[003001
Fecal Coliform (geometric mean)
[316161
200 / 100 ml
400 / 100 ml
Weekly
Grab
. Effluent
pH
[004001
Not < 6.0 nor > 9.0
standard units
Weekly
Grab
Effluent
Footnote:
1. No later than 270 days from the effective date of this permit, the permittee shall begin submitting discharge
monitoring reports electronically using the Division's eDMR system [see A. (3)].
2. Total Residual Chlorine (TRC) - The Division shall consider all effluent TRC values reported below 50µg/L to
be compliant with this permit. However, the Permittee shall continue to record and submit all values reported by a
North Carolina -certified laboratory (including field certified), even if these values fall below 50µg/L.
There shall be no discharge of floating solids or visible foam in other than trace
amounts.
Page 4 of 6

Permit NCO086223
A. (3.) ELECTRONIC REPORTING OF DISCHARGE MONITORING REPORTS
[G.S. 143-215.1(b)]
Proposed federal regulations require electronic submittal of all discharge monitoring reports (DMRs) and
specify that, if a state does not establish a system to receive such submittals, then pennittees must submit
DMRs electronically to the Environmental Protection Agency (EPA). The Division anticipates that these
regulations will be adopted and is beginning implementation.
NOTE: This special condition supplements or supersedes the following sections within Part H of this permit
(Standard Conditions for NPDES Permits):
o Section B. (11.)
® Section D. (2.)
e Section D. (6.)
® Section E. (5.)
Signatory Requirements
Reporting
Records Retention
Monitoring Reports
1. Reporting [Supersedes Section D. (2.) and Section F. (5) (a)1
Beginning no later than 270 days from the effective date of this pennit, the pennittee shall begin reporting
discharge monitoring data electronically using the NC DWR's Electronic Discharge Monitoring Report
(eDMR) internet application.
Monitoring results obtained during the previous month(s) shall be summarized for each month and
submitted electronically using eDMR. The eDMR system allows permitted facilities to enter monitoring
data and submit DMRs electronically using the internet. Until such time that the state's eDMR application
is compliant with EPA's Cross -Media Electronic Reporting Regulation (CROMERR), permittees will be
required to submit all discharge monitoring data to the state electronically using eDMR and will be required
to complete the eDMR submission by printing, signing, and submitting one signed original and a copy of
the computer -printed eDMR to the following address:
NC DENR / Division of Water Resources / Information Processing Unit
ATTENTION: Central Files / eDMR
1617 Mail Service Center
Raleigh, NC 27699-1617
If a permittee is unable to use the eDMR system due to a demonstrated hardship or due to the facility being
physically located in an area where less than 10 percent of the households have broadband access, then a
temporary waiver from the NPDES electronic reporting requirements may be granted and discharge
monitoring data may be submitted on paper DMR forms (MR 1, 1. 1, 2, 3) or alternative forms approved by
the Director. Duplicate signed copies shall be submitted to the mailing address above.
Requests for temporary waivers -from the NPDES electronic reporting requirements must be submitted in
writing to the Division for written approval at least sixty (60) days prior to the date the facility would be
required under this permit to begin using eDMR. Temporary waivers shall be valid for twelve (12) months
and shall thereupon expire. At such time, DMRs shall be submitted electronically to the Division unless the
-permittee re -applies for and is granted a new temporary waiver by the Division.
Information on eDMR and application for a temporary waiver from the NPDES electronic reporting
requirements is found on the following web page:
http://portal.nedenr.ora/web/wq/admin/boa ipu/edmr
Page 5 of 6

Permit NC0086223
Regardless of the submission method, the first DMR is due on the last day of the month following the
issuance of the permit or in the case of a new facility, on the last day of the month following the
commencement of discharge.
2. Signatory Requirements [Supplements Section B. (11.) (b) and supersedes Section B. (11.) (d)]
All eDMRs submitted to the permit issuing authority shall be signed by a person described in Part II,
Section B. (1 l.)(a) or by a duly authorized representative of that person as described in Part II, Section B.
(11.)(b). A person, and not a position, must be delegated signatory authority for eDMR reporting purposes.
For eDMR submissions, the person signing and submitting the DMR must obtain an eDMR user account
and login credentials to access the eDMR system. For more information on North Carolina's eDMR
system, registering for eDMR and obtaining an eDMR user account, please visit the following web page:
httn://Dortal.nedenr. ora/web/wa/admin/bo g/iDu/edmr
Certification. Any person submitting an electronic DMR using. the state's eDMR system shall make the
following certification [40 CFR 122.22]. NO OTHER STATEMENTS OF CERTIFICATION WILL BE
ACCEPTED:
"I certify, under penalty of law, that this document and all attachments were prepared under my direction
or supervision in accordance with a system designed to assure that qualified personnel properly gather and
evaluate the information submitted. Based on my inquiry of the person or persons who manage the system,
or those persons directly responsible for gathering the information, the information submitted is, to the best
of my knowledge and belief, true, accurate, and complete. I am aware that there are significantpenalties
for submitting false information, including the possibility of fines and imprisonment for knowing
violations. "
3. Records Retention [Supplements Section D. (6.)]
The permittee shall retain records of all Discharge Monitoring Reports, including eDMR submissions.
These records or copies shall be maintained for a period of at least 3 years from the date of the report. This
period may be extended by request of the Director at any time [40 CFR 122.41].
Page 6 of 6

•
ti.41
.•-1'J -liter_
a, t
.i � � ill �,7 / !� I r._. — ,\I •
it - 1 �" ° j i ,i.•pY \:i•-
`/ / • r• : f
` Peter Weaver Creek
Outfall 001
d' + (Flows east) -
ark`
r veya
J.
{123
■ � °� tiIhe ter
NI
a►
French Broad
River
US HWY 64
711
I -
'Transylvania Evergreen Corp./ Dale Owen Facility
Location
Adventure Village WWTP not to scale
Latitude: N35109' 51" State Grid/USGS Quad: G7NE / Rosman, NC
Longitude: W82° 48' 55" Permitted Flow: 0.020 / 0.035 MGD NPDES Permit NC0086223
Stream Class: C; Trout Receiving Stream: Peter Weaver Creek [6-10] rth
Sub -Basin: 04-03-01 Drainage Basin: French Broad River Basin Transylvania County

NPDES Permit Standard Conditions
Page 1 of 18
PART II
STANDARD CONDITIONS FOR NPDES PERMITS
Section A. Definitions
2/Month
Samples are collected twice per month with at least ten calendar days between sampling events. These samples shall be
representative of the wastewater discharged during the sample period.
3/Week
Samples are collected three times per week on three separate calendar days. These samples shall be representative of
the wastewater discharged during the sample period.
Act or "the Act"
The Federal Water Pollution Control Act, also known as the Clean Water Act (CWA), as amended, 33 USC 1251, et.
seq.
Annual Average
The arithmetic mean of all "daily discharges" of a pollutant measured during the calendar year. In the case of fecal
coliform, the geometric mean of such discharges.
Arithmetic Mean
The summation of the individual values divided by the number of individual values.
Bypass
The known diversion of waste streams from any portion of a treatment facility including the collection system, which is
not a designed or established or operating mode for the facility.
Calendar Day
The period from midnight of one day until midnight of the next day. However, for purposes of this permit, any
consecutive 24-hour period that reasonably represents the calendar day may be used for sampling.
Calendar Week
The period from Sunday through the following Saturday.
Calendar Quarter
One of the following distinct periods: January through March, April through June, July through September, and
October through December.
Composite Sample
A sample collected over a 24-hour period by continuous sampling or combining grab samples of at least 100 mL in
such a manner as to result in a total sample representative of the wastewater discharge during the sample period. The
Director may designate the most appropriate method (specific number and size of aliquots necessary, the time interval
between grab samples, etc.) on a case -by -case basis. Samples may be collected manually or automatically. Composite
samples may be obtained by the following methods:
(1) Continuous: a single, continuous sample collected over a 24-hour period proportional to the rate of flow.
(2) Constant time/variable volume: a series of grab samples collected at equal time intervals over a 24 hour period
of discharge and combined proportional to the rate of flow measured at the time of individual sample
collection, or
(3) Variable time/constant volume: a series of grab samples of equal volume collected over a 24 hour period with
the time intervals between samples determined by a preset number of gallons passing the sampling point. Flow
measurement between sample intervals shall be determined by use of a flow recorder and totalizer, and the
preset gallon interval between sample collection fixed at no greater than 1/24 of the expected total daily flow at
the treatment system, or
Version 1110912011.1

NPDES Permit Standard Conditions '
Page 2 of 18
(4) Constant time/constant volume: a series of grab samples of equal volume collected over a 24-hour period at a
constant time interval. Use of this method requires prior approval by the Director. This method may only be
used in situations where effluent flow rates vary less than 15 percent. The following restrictions also apply:
➢ Influent and effluent grab samples shall be of equal size and of no less than 100 milliliters
➢ Influent samples shall not be collected more than once per hour.
➢ Permittees with wastewater treatment systems whose detention time < 24 hours shall collect effluent grab
samples at intervals of no greater than 20 minutes apart during any 24-hour period.
➢ Permittees with wastewater treatment systems whose detention time exceeds 24 hours shall collect effluent
grab samples at least every six hours; there must be a minimum of four samples during a 24-hour sampling
period.
Continuous flow measurement
Flow monitoring that occurs without interruption throughout the operating hours of the facility. Flow shall be
monitored continually except for the infrequent times when there may be no flow or for infrequent maintenance
activities on the flow device.
Daily Discharge
The discharge of a pollutant measured during a calendar day or any 24-hour period that reasonably represents the
calendar day for purposes of sampling. For pollutants measured in units of mass, the "daily discharge" is calculated as
the total mass of the pollutant discharged over the day. For pollutants expressed in other units of measurement, the
"daily discharge" is calculated as the average measurement of the pollutant over the day. (40 CFR 122.2; see also
"Composite Sample," above.)
Daily Maximum
The highest "daily discharge" during the calendar month.
Daily Sampling
Parameters requiring daily sampling shall be sampled 5 out of every 7 days per week unless otherwise specified in the
permit. Sampling shall be conducted on weekdays except where holidays or other disruptions of normal operations
prevent weekday sampling. If sampling is required for all seven days of the week for any permit parameter(s), that
requirement will be so noted on the Effluent Limitations and Monitoring Page(s).
DWR or "the Division"
The Division of Water Resources, Department of Environment and Natural Resources.
Effluent
Wastewater discharged following all treatment processes from a water pollution control facility or other point source
whether treated or untreated.
EMC
The North Carolina Environmental Management Commission
EPA
The United States Environmental Protection Agency
Facility Closure
Cessation of all activities that require coverage under this NPDES permit. Completion of facility closure will allow this
permit to be rescinded.
Geometric Mean
The Nth root of the product of the individual values where N = the number of individual values. For purposes of
calculating the geometric mean, values of "0" (or "< [detection level]") shall be considered = 1.
Grab Sample
Individual samples of at least 100 mL collected over a period of time not exceeding 15 minutes. Grab samples can be
collected manually. Grab samples must be representative of the discharge (or the receiving stream, for instream
samples).
Version 1110912011.1

NPDES Permit Standard Conditions
Page 3 of 18
Hazardous Substance
Any substance designated under 40 CFR Part 116 pursuant to Section 311 of the CWA.
Instantaneous flow measurement
The flow measured during the minimum time required for the flow measuring device or method to produce a result in
that instance. To the extent practical, instantaneous flow measurements coincide with the collection of any grab
samples required for the same sampling period so that together the samples and flow are representative of the discharge
during that sampling period.
Monthly Average (concentration limit)
The arithmetic mean of all "daily discharges" of a pollutant measured during the calendar month. In the case of fecal
coliform or other bacterial parameters or indicators, the geometric mean of such discharges.
Permit Issuing Authority
The Director of the Division of Water Resources.
Quarterly Average (concentration limit)
The arithmetic mean of all samples taken over a calendar quarter.
Severe property damage
Substantial physical damage to property, damage to the treatment facilities which causes them to become inoperable, or
substantial and permanent loss of natural resources which can reasonably be expected to occur in the absence of a
bypass. Severe property damage excludes economic loss caused by delays in production.
Toxic Pollutant:
Any pollutant listed as toxic under Section 307(a)(1) of the CWA.
Upset
An incident beyond the reasonable control of the Permittee causing unintentional and temporary noncompliance with
permit effluent limitations and/or monitoring requirements. An upset does not include noncompliance caused by
operational error, improperly designed treatment facilities, inadequate treatment facilities, lack of preventive
maintenance, or careless or improper operation.
Weekly Average (concentration limit)
The arithmetic mean of all "daily discharges" of a pollutant measured during the calendar week. In the case of fecal
coliform or other bacterial parameters or indicators, the geometric mean of such discharges.
Section B. General Conditions
1. Duty to Comply_
The Permittee must comply with all conditions of this permit. Any permit noncompliance constitutes a violation of
the CWA and is grounds for enforcement action; for permit termination, revocation and reissuance, or
modification; or denial of a permit renewal application [40 CFR 122.411.
a. The Permittee shall comply with effluent standards or prohibitions established under section 307(a) of the
CWA for toxic pollutants and with standards for sewage sludge use or disposal established under section
405(d) of the CWA within the time provided in the regulations that establish these standards or prohibitions or
standards for sewage sludge use or disposal, even if the permit has not yet been modified to incorporate the
requirement.
b. The CWA provides that any person who violates section[s] 301, 302, 306, 307, 308, 318 or 405 of the Act, or
any permit condition or limitation implementing any such sections in a pen -nit issued under section 402, or any
requirement imposed in a pretreatment program approved under sections 402(a)(3) or 402(b)(8) of the Act, is
subject to a civil penalty not to exceed $37,500 per day for each violation. [33 USC 1319(d) and 40 CFR
122.41(a)(2)]
c. The CWA provides that any person who negligently violates sections 301, 302, 306, 307, 308, 318, or 405 of
the Act, or any condition or limitation implementing any of such sections in a permit issued under section 402
of the Act, or any requirement imposed in a pretreatment program approved under section 402(a)(3) or
402(b)(8) of the Act, is subject to criminal penalties of $2,500 to $25,000 per day of violation, or
Version 1110912011.1

NPDES Permit Standard Conditions
Page 4 of 18
imprisonment of not more than 1 year, or both. In the case of a second or subsequent conviction for a negligent
violation, a person shall be subject to criminal penalties of not more than $50,000 per day of violation, or by
imprisonment of not more than 2 years, or both. [33 USC 1319(c)(1) and 40 CFR 122.41(a)(2)]
d. Any person who knowingly violates such sections, or such conditions or limitations is subject to criminal
penalties of $5,000 to $50,000 per day of violation, or imprisonment for not more than 3 years, or both. In the
case of a second or subsequent conviction for a knowing violation, a person shall be subject to criminal
penalties of not more than $100,000 per day of violation, or imprisonment of not more than 6 years, or both.
[33 USC 1319(c)(2) and 40 CFR 122.41(a)(2)]
e. Any person who knowingly violates section 301, 302, 303, 306, 307, 308, 318 or 405 of the Act, or any permit
condition or limitation implementing any of such sections in a permit issued under section 402 of the Act, and
who knows at that time that he thereby places another person in imminent danger of death or serious bodily
injury, shall, upon conviction, be subject to a fine of not more than $250,000 or imprisonment of not more than
15 years, or both. In the case of a second or subsequent conviction for a knowing endangerment violation, a
person shall be subject to a fine of not more than $500,000 or by imprisonment of not more than 30 years, or
both. An organization, as defined in section 309(c)(3)(B)(iii) of the CWA, shall, upon conviction of violating
the imminent danger provision, be subject to a fine of not more than $1,000,000 and can be fined up to
$2,000,000 for second or subsequent convictions. [40 CFR 122.41(a)(2)]
f. Under state law, a civil penalty of not more than $25,000 per violation may be assessed against any person
who violates or fails to act in accordance with the terms, conditions, or requirements of a permit. [North
Carolina General Statutes § 143-215.6A]
g. Any person may be assessed an administrative penalty by the Administrator for violating section 301, 302,
306, 307, 308, 318 or 405 of this Act, or any permit condition or limitation implementing any of such sections
in a permit issued under section 402 of this Act. Administrative penalties for Class I violations are not to
exceed $16,000 per violation, with the maximum amount of any Class I penalty assessed not to exceed
$37,500. Penalties for Class II violations are not to exceed $16,000 per day for each day during which the
violation continues, with the maximum amount of any Class 11 penalty not to exceed $177,500. [33 USC
1319(g)(2) and 40 CFR 122.41(a)(3)]
2. Duty to Mitigate
The Permittee shall take all reasonable steps to minimize or prevent any discharge or sludge use or disposal in
violation of this permit with a reasonable likelihood of adversely affecting human health or the environment [40
CFR 122.41(d)].
Civil and Criminal Liability
Except as provided in permit conditions on 'Bypassing" (Part II.C.4), "Upsets" (Part II.C.S) and "Power Failures"
(Part ll.C.7), nothing in this permit shall be construed to relieve the Permittee from any responsibilities, liabilities,
or penalties for noncompliance pursuant to NCGS 143-215.3, 143-215.6 or Section 309 of the Federal Act, 33 USC
1319. Furthermore, the Permittee is responsible for consequential damages, such as fish kills, even though the
responsibility for effective compliance may be temporarily suspended.
4. Oil and Hazardous Substance Liability
Nothing in this permit shall be construed to preclude the institution of any legal action or relieve the Permittee
from any responsibilities, liabilities, or penalties to which the Permittee is or may be subject to under NCGS 143-
215.75 et seq. or Section 311 of the Federal Act, 33 USG 1321. Furthermore, the Permittee is responsible for
consequential damages, such as fish kills, even though the responsibility for effective compliance may be
temporarily suspended.
5. Property Rights
The issuance of this permit does not convey any property rights in either real or personal property, or any exclusive
privileges, nor does it authorize any injury to private property or any invasion of personal rights, nor any
infringement of Federal, State or local laws or regulations [40 CFR 122.41(g)].
6. Onshore or Offshore Construction
This permit,does not authorize or approve the construction of any onshore or offshore physical structures or
facilities or the undertaking of any work in any navigable waters.
Version 1110912011.1

NPDES Permit Standard Conditions
Page 5 of 18
7. Severability
The provisions of this permit are severable. If any provision of this permit, or the application of any provision of
this permit to any circumstances, is held invalid, the application of such provision to other circumstances, and the
remainder of this permit, shall not be affected thereby [NCGS 15013-23].
8. Duty to Provide Information
The Permittee shall furnish to the Permit Issuing Authority, within a reasonable time, any information which the
Permit Issuing Authority may request to determine whether cause exists for modifying, revoking and reissuing, or
terminating this permit or to determine compliance with this permit. The Permittee shall also furnish to the Permit
Issuing Authority upon request, copies of records required by this permit [40 CFR 122.41(h)].
9. Duty to Reapply
If the Permittee wishes to continue an activity regulated by this permit after the expiration date of this permit, the
Permittee must apply for and obtain a new pennit [40 CFR 122.41(b)].
10. Expiration of Permit
The Permittee is not authorized to discharge after the expiration date. In order to receive automatic authorization to
discharge beyond the expiration date, the Permittee shall submit such information, forms, and fees as are required
by the agency authorized to issue permits no later than 180 days prior to the expiration date unless permission for a
later date has been granted by the Director. (The Director shall not grant permission for applications to be
submitted later than the expiration date of the existing permit.) [40 CFR 122.21(d)] Any Permittee that has not
requested renewal at least 180 days prior to expiration, or any Pennittee that does not have a permit after the
expiration and has not requested renewal at least 180 days prior to expiration, will subject the Permittee to
enforcement procedures as provided in NCGS 143-215.6 and 33 USC 1251 et. seq.
11. Si ng atory Requirements
All applications, reports, or information submitted to the Permit Issuing Authority shall be signed and certified [40
CFR 122.41(k)].
a. All permit applications shall be signed as follows:
(1) For a corporation: by a responsible corporate officer. For the purpose of this Section, a responsible
corporate officer means: (a) a president, secretary, treasurer or vice president of the corporation in charge
of a principal business function, or any other person who performs similar policy or decision making
functions for the corporation, or (b) the manager of one or more manufacturing, production, or operating
facilities, provided, the manager is authorized to make management decisions which govern the operation
of the regulated facility including having the explicit or implicit duty of making major capital investment
recommendations, and initiating and directing other comprehensive measures to assure long term
environmental compliance with environmental laws and regulations; the manager can ensure that the
necessary systems are established or actions taken to gather complete and accurate information for permit
application requirements; and where authority to sign documents has been assigned or delegated to the
manager in accordance with corporate procedures .
(2) For a partnership or sole proprietorship: by a general partner or the proprietor, respectively; or
(3) For a municipality, State, Federal, or other public agency: by either a principal executive officer or
ranking elected official [40 CFR 122.22].
b. All reports required by the permit and other information requested by the Permit Issuing Authority shall be
signed by a person described in paragraph a. above or by a duly authorized representative of that person. A
person is a duly authorized representative only if-
(1) The authorization is made in writing by a person described above;
(2) The authorization specified either an individual or a position having responsibility for the overall operation
of the regulated facility or activity, such as the position of plant manager, operator of a well or well field,
superintendent, a position of equivalent responsibility, or an individual or position having overall
responsibility for environmental matters for the company. (A duly authorized representative may thus be
either a named individual or any individual occupying a named position.); and
(3) The written authorization is submitted to the Permit Issuing Authority [40 CFR 122.22]
Version 1110912011.1

NPDES Permit Standard Conditions
Page 6of18
c. Changes to authorization: If an authorization under paragraph (b) of this section is no longer accurate because
a different individual or position has responsibility for the overall operation of the facility, a new authorization
satisfying the requirements of paragraph (b) of this section must be submitted to the Director prior to or
together with any reports, information, or applications to be signed by an authorized representative [40 CFR
122.22]
d. Certification. Any person signing a document under paragraphs a. or b. of this section shall make the following
certification [40 CFR 122.22]. NO OTHER STATEMENTS OF CERTIFICATION WILL BE ACCEPTED:
7 certifi� under penalty of law, that this document and all attachments were prepared under my direction or
supervision in accordance with a system designed to assure that qualified personnel properly gather and
evaluate the information submitted. Based on my inquiry of the person or persons who manage the system, or
those persons directly responsible for gathering the information, the information submitted is, to the best of my
knowledge and belief, true, accurate, and complete. I am aware that there are significant penalties for
submitting false information, including the possibility of fines and imprisonment for knowing violations. "
12. Permit Actions
This permit may be modified, revoked and reissued, or terminated for cause. The filing of a request by the
Permittee for a permit modification, revocation and reissuance, or termination, or a notification of planned changes
or anticipated noncompliance does not stay any permit condition [40 CFR 122.41(f)].
13. Permit Modification, Revocation and Reissuance, or Termination
The issuance of this permit does not prohibit the permit issuing authority from reopening and modifying the permit,
revoking and reissuing the permit, or terminating the permit as allowed by the laws, rules, and regulations
contained in Title 40, Code of Federal Regulations, Parts 122 and 123; Title 15A of the North Carolina
Administrative Code, Subchapter 02H .0100; and North Carolina General Statute 143.215.1 et. al.
14. Annual Administering and Compliance Monitoring Fee Requirements
The Permittee must pay the annual administering and compliance monitoring fee within thirty days after being
billed by the Division. Failure to pay the fee in a timely manner in accordance with 15A NCAC 02H .0105(b)(2)
may cause this Division to initiate action to revoke the permit.
Section C. Operation and Maintenance of Pollution Controls
1. Certified Operator
Owners of classified water pollution control systems must designate operators, certified by the Water Pollution
Control System Operators Certification Commission (WPCSOCC), of the appropriate type and grade for the
system, and, for each classification must [T15A NCAC 08G .0201]:
a. designate one Operator In Responsible Charge (ORC) who possesses a valid certificate of the type and grade at
least equivalent to the type and grade of the system;
b. designate one or more Back-up Operator(s) in Responsible Charge (Back-up ORCs) who possesses a valid
certificate of the type of the system and no more than one grade less than the grade of the system, with the
exception of no backup operator in responsible charge is required for systems whose minimum visitation
requirements are twice per year; and
c. submit a signed completed "Water Pollution Control System Operator Designation Form" to the Commission
(or to the local health department for owners of subsurface systems) countersigned by the designated certified
operators, designating the Operator in Responsible Charge (ORC) and the Back-up Operator in Responsible
Charge (Back-up ORC):
(1) 60 calendar days prior to wastewater or residuals being introduced into a new system; or
(2) within 120 calendar days following:
➢ receiving notification of a change in the classification of the system requiring the designation of a new
Operator in Responsible Charge (ORC) and Back-up Operator in Responsible Charge (Back-up ORC)
of the proper type and grade; or
➢ a vacancy in the position of Operator in Responsible Charge (ORC) or Back-up Operator in
Responsible Charge (Back-up ORC).
Version 1110912011.1

NPDES Permit Standard Conditions
Page 7of18
(3) within seven calendar days of vacancies in both ORC and Back-up ORC positions replacing or designating
at least one of the responsibilities.
The ORC of each Class I facility (or the Back-up ORC, when acting as surrogate for the ORC) must:
➢ Visit the facility as often as is necessary to insure proper operation of the treatment system; the treatment
facility must be visited at least weekly
➢ Comply with all other conditions of 15A NCAC 08G .0204.
The ORC of each Class 11, III and IV facility (or the Back-up ORC, when acting as surrogate for the ORC) must:
➢ Visit the facility as often as is necessary to insure proper operation of the treatment system; the treatment
facility must be visited at least five days per week, excluding holidays
➢ Properly manage and document daily operation and maintenance of the facility
➢ Comply with all other conditions of 15A NCAC 08G .0204.
2. Proper Operation and Maintenance
The Permittee shall at all times properly operate and maintain all facilities and systems of treatment and control
(and related appurtenances) which are installed or used by the Permittee to achieve compliance with the conditions
of this permit. Proper operation and maintenance also includes adequate laboratory controls and appropriate quality
assurance procedures. This provision requires the Permittee to install and operate backup or auxiliary facilities only
when necessary to achieve compliance with the conditions of the permit [40 CFR 122.41(e)].
NOTE: Properly and officially designated operators are fully responsible for all proper operation and maintenance
of the facility, and all documentation required thereof, whether acting as a contract operator [subcontractor] or a
member of the Permittee's staff.
3. Need to Halt or Reduce not a Defense
It shall not be a defense for a Permittee in an enforcement action that it would have been necessary to halt or
reduce the permitted activity in order to maintain compliance with the condition of this permit [40 CFR 122.41(c)].
4. Bypassing of Treatment Facilities
a. Bypass not exceeding limitations [40 CFR 122.41(m)(2)]
The Permittee may allow any bypass to occur which does not cause effluent limitations to be exceeded, but
only if it also is for essential maintenance to assure efficient operation. These bypasses are not subject to the
provisions of Paragraphs b. and c. of this section.
b. Notice [40 CFR 122.41(m)(3)]
(1) Anticipated bypass. If the Permittee knows in advance of the need for a bypass, it shall submit prior notice,
if possible at least ten days before the date of the bypass; including an evaluation of the anticipated quality
and effect of the bypass.
(2) Unanticipated bypass. The Permittee shall submit notice of an unanticipated bypass as required in Part
II.E.6. (24-hour notice).
c. Prohibition of Bypass
(1) Bypass from the treatment facility is prohibited and the Permit Issuing Authority may take enforcement
action against a Permittee for bypass, unless:
(A) Bypass was unavoidable to prevent loss of life, personal injury or severe property damage;
(B) There were no feasible alternatives to the bypass, such as the use of auxiliary treatment facilities,
retention of untreated wastes or maintenance during normal periods of equipment downtime. This
condition is not satisfied if adequate backup equipment should have been installed in the exercise of
reasonable engineering judgment to prevent a bypass which occurred during normal periods of
equipment downtime or preventive maintenance; and
(C) The Permittee submitted notices as required under Paragraph b. of this section.
(2) Bypass from the collection system is prohibited and the Permit Issuing Authority may take enforcement
action against a Fermittee for a bypass as provided in any current or future system -wide collection system
permit associated with the treatment facility.
Version 1110912011.1

NPDES Permit Standard Conditions'
Page 8 of 18
(3) The Permit Issuing Authority may approve an anticipated bypass, after considering its adverse effects, if
the Permit Issuing Authority determines that it will meet the three conditions listed above in Paragraph c.
(1) of this section.
5. Upsets
a. Effect of an upset [40 CFR 122.41(n)(2)]: An upset constitutes an affirmative defense to an action brought for
noncompliance with such technology based permit effluent limitations if the requirements of paragraph b. of
this condition are met. No determination made during administrative review of claims that noncompliance was
caused by upset, and before an action for noncompliance, is final administrative action subject to judicial
review.
b. Conditions necessary for a demonstration of upset: Any Permittee who wishes to establish the affirmative
defense of upset shall demonstrate, through properly signed, contemporaneous operating logs, or other relevant
evidence that:
(1) An upset occurred and that the Permittee can identify the cause(s) of the upset;
(2) The Permittee facility was at the time being properly operated; and
(3) The Permittee submitted notice of the upset as required in Part U.E.6.(b) of this permit.
(4) The Permittee complied with any remedial measures required under Part II.B.2. of this permit.
c. Burden of proof [40 CFR\122.41(n)(4)]: The Permittee seeking to establish the occurrence of an upset has
the burden of proof in any enforcement proceeding.
6. Removed Substances
Solids, sludges, filter backwash, or other pollutants removed in the course of treatment or control of wastewaters
shall be utilized/disposed of in accordance with NCGS 143-215.1 and in a manner such as to prevent any pollutant
from such materials from entering waters of the State or navigable waters of the United States except as pennitted
by the Commission. The Permittee shall comply with all applicable state and Federal regulations governing the
disposal of sewage sludge, including 40 CFR 503, Standards for the Use and Disposal of Sewage Sludge; 40 CFR
Part 258, Criteria For Municipal Solid Waste Landfills; and 15A NCAC Subchapter 2T, Waste Not Discharged To
Surface Waters. The Pennittee shall notify the Permit Issuing Authority of any significant change in its sludge use
or disposal practices.
7. Power Failures
The Permittee is responsible for maintaining adequate safeguards (as required by 15A NCAC 02H .0124) to
prevent the discharge of untreated or inadequately treated wastes during electrical power failures either by means
of alternate power sources, standby generators or retention of inadequately treated effluent.
Section D. Monitorinjz and Records
Representative Sampling
Samples collected and measurements taken, as required herein, shall be representative of the permitted discharge.
Samples collected at a frequency less than daily shall be taken on a day and time that is representative of the
discharge for the period the sample represents. All samples shall be taken at the monitoring points specified in this
permit and, unless otherwise specified, before the effluent joins or is diluted by any other wastestream, body of
water, or substance. Monitoring points shall not be changed without notification to and the approval of the Permit
Issuing Authority [40 CFR 122.410)].
2. Reporting
Monitoring results obtained during the previous month(s) shall be surmnarized for each month and reported on a
monthly Discharge Monitoring Report (DMR) Form (MR 1, 1. 1, 2, 3) or alternative forms approved by the
Director, postmarked no later than the last calendar day of the month following the completed reporting period.
The first DMR is due on the last day of the month following the issuance of the permit or in the case of a new
facility, on the last day of the month following the commencement of discharge. Duplicate signed copies of these,
and all other reports required herein, shall be submitted to the following address:
Version 1110912011.1

NPDES Permit Standard Conditions
Page 9 of 18
NC DENR / Division of Water Resources / Water Quality Permitting Section
ATTENTION: Central Files
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
Flow Measurements
Appropriate flow measurement devices and methods consistent with accepted scientific practices shall be selected
and used to ensure the accuracy and reliability of measurements of the volume of monitored discharges. The
devices shall be installed, calibrated and maintained to ensure that the accuracy of the measurements is consistent
with the accepted capability of that type of device. Devices selected shall be capable of measuring flows with a
maximum deviation of less than 10% from the true discharge rates throughout the range of expected discharge
volumes. Flow measurement devices shall be accurately calibrated at a minimum of once per year and maintained
to ensure that the accuracy of the measurements is consistent with the accepted capability of that type of device.
The Director shall approve the flow measurement device and monitoring location prior to installation.
Once -through condenser cooling water flow monitored by pump logs, or pump hour meters as specified in Part I of
this permit and based on the manufacturer's pump curves shall not be subject to this requirement.
4. Test Procedures
Laboratories used for sample analysis must be certified by the Division. Permittees should contact the Division's
Laboratory Certification Section (919 733-3908 or http://portal.ncdcnr.org/web/wq/lab/cert) for information
regarding laboratory certifications.
Facilities whose personnel are conducting testing of field -certified parameters only must hold the appropriate field
parameter laboratory certifications.
Test procedures for the analysis of pollutants shall conform to the EMC regulations (published pursuant to NCGS
143-215.63 et. seq.), the Water and Air Quality Reporting Acts, and to regulations published pursuant to Section
304(g), 33 USC 1314, of the CWA (as amended), and 40 CFR 136; or in the case of sludge use or disposal,
approved under.40 CFR 136, unless otherwise specified in 40 CFR 503, unless other test procedures have been
specified in this permit [40 CFR 122.41].
To meet the intent of the monitoring required by this permit, all test procedures must produce minimum detection
and reporting levels that are below the permit discharge requirements and all data generated must be reported down
to the minimum detection or lower reporting level of the procedure. If no approved methods are determined
capable of achieving minimum detection and reporting levels below permit discharge requirements, then the most
sensitive (method with the lowest possible detection and reporting level) approved method must be used.
Penalties for Tampering
The CWA provides that any person who falsifies, tampers with, or knowingly renders inaccurate, any monitoring
device or method required to be maintained under this permit shall, upon conviction, be punished by a fine of not
more than $10,000 per violation, or by imprisonment for not more than two years per violation, or by both. If a
conviction of a person is for a violation committed after a first conviction of such person under this paragraph,
punishment is a fine of not more than $20,000 per day of violation, or by imprisonment of not more than 4 years,
or both [40 CFR 122.41].
6. Records Retention
Except for records of monitoring information required by this permit related to the Permittee's sewage sludge use
and disposal activities, which shall be retained for a period of at least five years (or longer as required by 40 CFR
503), the Permittee shall retain records of all monitoring information, including:
➢ all calibration and maintenance records
➢ all original strip chart recordings for continuous monitoring instrumentation
➢ copies of all reports required by this permit
➢ copies of all data used to complete the application for this permit
These records or copies shall be maintained for a period of at least 3 years from the date of the sample,
measurement, report or application. This period may be extended by request of the Director at any time [40 CFR
122.41].
Version 1110912011.1

NPDES Permit Standard Conditions' '
Page 10 of 18
7. Recording Results
For each measurement or sample taken pursuant to the requirements of -this permit, the Permittee shall record the
following information [40 CFR 122.41]:
a. The date, exact place, and time of sampling or measurements;
b. The individual(s) who performed the sampling or measurements;
c. The date(s) analyses were performed;
d. The individual(s) who performed the analyses;
e. The analytical techniques or methods used; and
f. The results of such analyses.
8. Inspection and Entry
The Permittee shall allow the Director, or an authorized representative (including an authorized contractor acting as
a representative of the Director), upon the presentation of credentials and other documents as may be required by
law, to;
a. Enter, at reasonable times, upon the Permittee's premises where a regulated facility or activity is located or
conducted, or where records must be kept under the conditions of this permit;
b. Have access to and copy, at reasonable times, any records that must be kept under the conditions of this permit;
c. Inspect at reasonable times any facilities, equipment (including monitoring and control equipment), practices,
or operations regulated or required under this permit; and
d. Sample or monitor at reasonable times, for the purposes of assuring permit compliance or as otherwise
authorized by the CWA, any substances or parameters at any location [40 CFR 122.41(i)].
Section E Reporting Requirements
1. Change in Discharge
All discharges authorized herein shall be consistent with the terms and conditions of this permit. The discharge of
any pollutant identified in this permit more frequently than or at a level in excess of that authorized shall constitute
a violation of the permit.
2. Planned Changes
The Permittee shall give notice to the Director as soon as possible of any planned physical alterations or additions
to the permitted facility [40 CFR 122.41(1)]. Notice is required only when:
a. The alteration or addition to a permitted facility may meet one of the criteria for new sources at 40 CFR
122.29(b); or
b. The alteration or addition could significantly change the nature or increase the quantity of pollutants
discharged. This notification applies to pollutants subject neither to effluent limitations in the permit, nor to
notification requirements under 40 CFR 122.42(a)(1); or
c. The alteration or addition results in a significant change in the Permittee's sludge use or disposal practices, and
such alteration, addition or change may justify the application of permit conditions that are different from or
absent in the existing permit, including notification of additional use or disposal sites not reported during the
permit application process or not reported pursuant to an approved land application plan.
3. Anticipated Noncompliance
The Permittee shall give advance notice to the Director of any planned changes to the permitted facility or other
activities that might result in noncompliance with the permit [40 CFR 122.41(1)(2)].
4. Transfers
This permit is not transferable to any person without prior written notice to and approval from the Director in
accordance with 40 CFR 122.61. The Director may condition approval in accordance with NCGS 143-215.1, in
particular NCGS 143-215. 1 (b)(4)b.2., and may require modification or revocation and reissuance of the permit, or
a minor modification, to identify the new permittee and incorporate such other requirements as may be necessary
under the CWA [40 CFR 122.41(1)(3), 122.61] or state statute.
Version 1110912011.1

NPDES Permit Standard Conditions
Page 11 of 18
5. Monitoring Reports
Monitoring results shall be reported at the intervals specified elsewhere in this permit [40 CFR 122.41(1)(4)].
a. Monitoring results must be reported on a Discharge Monitoring Report (DMR) (See Part ILD.2) or forms
provided by the Director for reporting results of monitoring of sludge use or disposal practices.
b. If the Permittee monitors any pollutant more frequently than required by this permit using test procedures
approved under 40 CFR Part 136 and at a sampling location specified in this pen -nit or other appropriate
instrument governing the discharge, the results of such monitoring shall be included in the calculation and
reporting of the data submitted on the DMR.
6. Twenty-four Hour Reporting
a. The Permittee shall report to the Director or the appropriate Regional Office any noncompliance that
potentially threatens public health or the environment. Any information shall be provided orally within 24
hours from the time the Penmittee became aware of the circumstances. A written submission shall also be
provided within 5 days of the time the Permittee becomes aware of the circumstances. The written submission
shall contain a description of the noncompliance, and its cause; the period of noncompliance, including exact
dates and times, and if the noncompliance has not been corrected, the anticipated time it is expected to
continue; and steps taken or planned to reduce, eliminate, and prevent reoccurrence of the noncompliance [40
CFR 122.41(1)(6)].
b. The Director may waive the written report on a case -by -case basis for reports under this section if the oral
report has been received within 24 hours.
c. Occurrences outside nonnal business hours may also be reported to the Division's Emergency Response
personnel at [phone], [phone] or [phone].
7. Other Noncompliance
The Permittee shall report all instances of noncompliance not reported under Part Il.E.5 and 6. of this permit at the
time monitoring reports are submitted. The reports shall contain the information listed in Part II.E.6. of this permit
[40 CFR 122.41(1)(7)].
8. Other Information
Where the Permittee becomes aware that it failed to submit any relevant facts in a permit application, or submitted
incorrect information in a permit application or in any report to the Director, it shall promptly submit such facts or
information [40 CFR 122.41(1)(8)].
9. Noncompliance Notification
The Permittee shall report by telephone to either the central office or the appropriate regional office of the Division
as soon as possible, but in no case more than 24 hours or on the next working day following the occurrence or first
knowledge of the occurrence of any of the following:
a. Any occurrence at the water pollution control facility which results in the discharge of significant amounts of
wastes which are abnormal in quantity or characteristic, such as the dumping of the contents of a sludge
digester; the known passage of a slug of hazardous substance through the facility; or any other unusual
circumstances.
b. Any process unit failure, due to known or unknown reasons, that render the facility incapable of adequate
wastewater treatment such as mechanical or electrical failures of pumps, aerators, compressors, etc.
c. Any failure of a pumping station, sewer line, or treatment facility resulting in a by-pass without treatment of all
or any portion of the influent to such station or facility.
Persons reporting such occurrences by telephone shall also file a written report within 5 days following first
knowledge of the occurrence. Also see reporting requirements for municipalities in Part IV.C.2.c. of this permit.
10. Availability of Reports
Except for data determined to be confidential under NCGS 143-215.3 (a)(2) or Section 308 of the Federal Act, 33
USC 1318, all reports prepared in accordance with the terms shall be available for public inspection at the offices
of the Division. As required by the Act, effluent data shall not be considered confidential. Knowingly making any
false statement on any such report may result in the imposition of criminal penalties as provided for in NCGS 143-
215.1(b)(2) or in Section 309 of the Federal Act.
Version 1110912011.1

NPDES Permit Standard Conditions '
Page 12 of 18
11. Penalties for Falsification of Reports
The CWA provides that any person who knowingly makes any false statement, representation, or certification in
any record or other document submitted or required to be maintained under this permit, including monitoring
reports or reports of compliance or noncompliance shall, upon conviction, be punished by a fine of not more than
$25,000 per violation, or by imprisonment for not more than two years per violation, or by both [40 CFR 122.411.
12. Annual Performance Reports
Permittees who own or operate facilities that primarily collect or treat municipal or domestic wastewater and have
an average annual flow greater than 200,000 gallons per day shall provide an annual report to the Permit Issuing
Authority and to the users/customers served by the Permittee (NCGS 143-215.IC). The report shall summarize the
performance of the collection or treatment system, as well as the extent to which the facility was compliant with
applicable Federal or State laws, regulations and rules pertaining to water quality, The report shall be provided no
later than sixty days after the end of the calendar or fiscal year, depending upon which annual period is used for
evaluation.
The report shall be sent to:
NC DENR / Division of Water Resources / Water Quality Permitting Section
ATTENTION: Central Files
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
Version 1110912011.1

NPDES Permit Standard Conditions
Page 13 of 18
PART III
OTHER REQUIREMENTS
Section A. Construction
a. The Permittee shall not commence construction of wastewater treatment facilities, nor add to the plant's treatment
capacity, nor change the treatment process(es) utilized at the treatment plant unless (1) the Division has issued an
Authorization to Construct (AtC) permit or (2) the Permittee is exempted from such AtC permit requirements
under Item b. of this Section.
b. In accordance with NCGS 143-215.1(a5) [SL 2011-394], no permit shall be required to enter into a contract for the
construction, installation, or alteration of any treatment work or disposal system or to construct, install, or alter any
treatment works or disposal system within the State when the system's or work's principle function is to conduct,
treat, equalize, neutralize, stabilize, recycle, or dispose of industrial waste or sewage from an industrial facility and
the discharge of the industrial waste or sewage is authorized under a permit issued for the discharge of the
industrial waste or sewage into the waters of the State. Notwithstanding the above, the permit issued for the
discharge may be modified if required by federal regulation.
c. Issuance of an AtC will not occur until Final Plans and Specifications for the proposed construction have been
submitted by the Permittee and approved by the Division.
Section B. Groundwater Monitoring
The Permittee shall, upon written notice from the Director, conduct groundwater monitoring as may be required to
determine the compliance of this NPDES permitted facility with the current groundwater standards.
Section C. Changes in Discharges of Toxic Substances
The Permittee shall notify the Permit Issuing Authority as soon as it knows or has reason to believe (40 CFR 122.42):
a. That any activity has occurred or will occur which would result in the discharge, on a routine or frequent basis, of
any toxic pollutant which is not limited in the permit, if that discharge will exceed the highest of the following
"notification levels";
(1) One hundred micrograms per liter (100 µg/L);
(2) Two hundred micrograms per liter (200 µg/L) for acrolein and acrylonitrile; five hundred micrograms per liter
(500 µg/L) for 2,4-dinitrophenol and for 2-methyl-4,6-dinitrophenol; and one milligram per liter (1 mg/L) for
antimony;
(3) Five times the maximum concentration value reported for that pollutant in the permit application.
b. That any activity has occurred or will occur which would result in any discharge, on a non -routine or infrequent
basis, of a toxic pollutant which is not limited in the permit, if that discharge will exceed the highest of the
following "notification levels";
(1) Five hundred micrograms per liter (500 µg/L);
(2) One milligram per liter (1 mg/L) for antimony;
(3) Ten times the maximum concentration value reported for that pollutant in the permit application.
Section D. Facility Closure Requirements
The Permittee must notify the Division at least 90 days prior to the closure of any wastewater treatment system covered
by this permit. The Division may require specific measures during deactivation of the system to prevent adverse
impacts to waters of the State. This permit cannot be rescinded while any activities requiring this permit continue at the
permitted facility.
Version 1110912011.1

NPDES Permit Standard Conditions '
Page 14 of 18
PART IV
SPECIAL CONDITIONS FOR MUNICIPAL FACILITIES
Section A. Definitions
In addition to the definitions in Part II of this permit, the following definitions apply to municipal facilities:
Indirect Discharge or Industrial User
Any non -domestic source that discharges wastewater containing pollutants into a POTW regulated under section
307(b), (c) or (d) of the CWA. [40 CFR 403.3 (i) and 0) and 15A NCAC 02H .0903(b)(11)]
Interference
Inhibition or disruption of the POTW treatment processes; operations; or its sludge process, use, or disposal which
causes or contributes to a violation of any requirement of the Permittee's (or any satellite POTW's if different from the
Permittee) NPDES, collection system, or non -discharge permit or prevents sewage sludge use or disposal in
compliance with specified applicable State and Federal statutes, regulations, or permits. [15A NCAC 02H
.0903(b)(14)]
Pass Through
A discharge which exits the POTW into waters of the State in quantities or concentrations which, alone or with
discharges from other sources, causes a violation, including an increase in the magnitude or duration of a violation, of
the Permittee's (or any satellite POTW's, if different from the Permittee) NPDES, collection system, or non -discharge
permit. [15A NCAC 02H .0903(b)(23)]
Publicly Owned Treatment Works (POTW)
A treatment works as defined by Section 212 of the CWA, which is owned by a State or local government organization.
This definition includes any devices and systems used in the storage, treatment, recycling and reclamation of municipal
sewage or industrial wastes of a liquid nature. It also includes the collection system, as defined in 15A NCAC 2T
.0402, only if it conveys wastewater to a POTW treatment plant. The term also means the local government
organization, or municipality, as defined in section 502(4) of the CWA, which has jurisdiction over indirect discharges
to and the discharges from such a treatment works. In this context, the organization may be the owner of the POTW
treatment plant or the owner of the collection system into which an indirect discharger discharges. This second type of
POTW may be referred to as a "satellite POTW organization." [15A NCAC 02H .0903(b)(26)]
"Significant Industrial User" or "SIU"
An Industrial User that discharges wastewater into a publicly owned treatment works and that [15A NCAC 02H
.0903(b)(33)]:
1. Discharges an average of 25,000 gallons per day or more of process wastewater to the POTW (excluding sanitary,
noncontact cooling and boiler blowdown wastewaters); or
2. Contributes process wastewater which makes up five percent or more of the NPDES or non -discharge permitted
flow limit or organic capacity of the POTW treatment plant. In this context, organic capacity refers to BOD, TSS
and ammonia; or
3. Is subject to categorical standards under 40 CFR Part 403.6 and 40 CFR Parts 405-471; or
4. Is designated as such by the Permittee on the basis that the Industrial User has a reasonable potential for adversely
affecting the POTW's operation or for violating any pretreatment standard or requirement, or the POTW's effluent
limitations and conditions in its NPDES or non -discharge permit, or to limit the POTW's sludge disposal options;
5. Subject to approval under 15A NCAC 02H .0907(b), the Permittee may determine that an Industrial User meeting
the criteria in paragraphs 1 or 2 of this definition above has no reasonable potential for adversely affecting the
POTW's operation or for violating any pretreatment standard or requirement, the POTW's effluent limitations and
conditions in its NPDES or non -discharge permit, or to limit the POTW's sludge disposal options, and thus is not a
Significant Industrial User (SIU); or
6. Subject to approval under 15A NCAC 02H .0907(b), the Permittee may determine that an Industrial User meeting
the criteria in paragraph 3 of this definition above meets the requirements of 40 CFR Part 403.3(v)(2) and thus is a
non -significant categorical Industrial User.
Section B. Publicly Owned Treatment Works (POTWs)
Version 1110912011.1

NPDES Permit Standard Conditions
Page 15 of 18
All POTWs must provide adequate notice to the Director of the following [40 CFR 122.42(b)]:
1. Any new introduction of pollutants into the POTW from an indirect discharger, regardless of the means of
transport, which would be subject to section 301 or 306 of CWA if it were directly discharging those pollutants;
and
2. Any substantial change in the volume or character of pollutants being introduced by an indirect discharger as
influent to that POTW at the time of issuance of the permit.
3. For purposes of this paragraph, adequate notice shall include information on (1) the quality and quantity of effluent
introduced into the POTW, and (2) any anticipated impact that may result from the change of the quantity or
quality of effluent to be discharged from the POTW.
Section C. Municipal Control of Pollutants from Industrial Users.
1. Effluent limitations are listed in Part I of this permit. Other pollutants attributable to inputs from Industrial Users
discharging to the POTW may be present in the Permittee's discharge. At such time as sufficient information
becomes available to establish limitations for such pollutants, this permit may be revised to specify effluent
limitations for any or all of such other pollutants in accordance with best practicable technology or water quality
standards.
2. Prohibited Discharges
a. The Permittee shall develop and enforce their Pretreatment Program to implement the prohibition against the
introduction of pollutants or discharges into the waste treatment system or waste collection system which
cause or contribute to Pass Through or Interference as defined in 15A NCAC 02H .0900 and 40 CFR 403. [40
CFR 403.5(a)(1)]
b. The Permittee shall develop and enforce their Pretreatment Program to implement the prohibitions against the
introduction of the following wastes in the waste treatment or waste collection system [40 CFR 403.5(b)]:
(1) Pollutants which create a fire or explosion hazard in the POTW, including, but not limited to,
wastestreams with a closed cup flashpoint of less than 140 degrees Fahrenheit or 60 degrees Centigrade
using the test methods specified in 40 CFR 261.21;
(2) Pollutants which cause corrosive structural damage to the POTW, but in no case discharges with pH lower
than 5:0, unless the works is specifically designed to accommodate such discharges;
(3) Solid or viscous pollutants in amounts which cause obstruction to the flow in the POTW resulting in
Interference;
(4) Any pollutant, including oxygen demanding pollutants (BOD, etc.) released in a Discharge at a flow rate
and/or pollutant concentration which will cause Interference with the POTW;
(5) Heat in amounts which will inhibit biological activity in the POTW resulting in Interference, but in no
case heat in such quantities that the temperature at the POTW Treatment Plant exceeds 40°C (104°F)
unless the Division, upon request of the POTW, approves alternate temperature limits;
(6) Petroleum oil, non -biodegradable cutting oil, or products of mineral oil origin in amounts that will cause
Interference or Pass Through;
(7) Pollutants which result in the presence of toxic gases, vapors, or fumes within the POTW in a quantity that
may cause acute worker health and safety problems; or
(8) Any trucked or hauled pollutants, except at discharge points designated by the POTW.
c. The Permittee shall investigate the source of all discharges into the POTW, including slug loads and other
unusual discharges, which have the potential to adversely impact the Permittee's Pretreatment Program and/or
the operation of the POTW.
The Permittee shall report such discharges into the POTW to the Director or the appropriate Regional Office.
Any information shall be provided orally within 24 hours from the time the Permittee became aware of the
circumstances. A written submission shall also be provided within 5 days of the time the Permittee becomes
aware of the circumstances. The written submission shall contain a description of the discharge; the
investigation into possible sources; the period of the discharge, including exact dates and times; if the
discharge has not ceased, the anticipated time it is expected to continue; and steps taken or planned to reduce,
eliminate, and prevent reoccurrence of the noncompliance,
Version 1110912011.1

NPDES Permit Standard Conditions'
Page 16 of 18
3. With regard to the effluent requirements listed in Part I of this permit, it may be necessary for the Permittee to
supplement the requirements of the Federal Pretreatment Standards (40 CFR, Part 403) to ensure compliance by
the Permittee with all applicable effluent limitations. Such actions by the Permittee may be necessary regarding
some or all of the industries discharging to the municipal system.
4. The Permittee shall require any Industrial User (IU) discharging to the POTW to meet Federal Pretreatment
Standards developed under Section 307(b) of the Act as amended (which includes categorical standards and
specific local limits, best management practices and narrative requirements). Prior to accepting wastewater from
any Significant Industrial User (SIU), the Permittee shall either develop and submit to the Division a new
Pretreatment Program or, as necessary, a modification of an existing Pretreatment Program, for approval as
required under section D below as well as 15A NCAC 02H .0907(a) and (b). [40 CFR 122.440)(2)]
5. This permit shall be modified, or alternatively, revoked and reissued, to incorporate or modify an approved POTW
Pretreatment Program or to include a compliance schedule for the development of a POTW Pretreatment Program
as required under Section 402 (b)(8) of the CWA and implementing regulations or by the requirements of the
approved State pretreatment program, as appropriate.
Section D. Pretreatment Programs
Under authority of sections 307 (b) and (c) and 402(b)(8) of the CWA and implementing regulations 40 CFR 403,
North Carolina General Statute 143-215.3(14) and implementing regulations 15A NCAC 02H .0900, and in accordance
with the approved pretreatment program, all provisions and regulations contained and referenced in the pretreatment
program submittal are an enforceable part of this permit. [40 CFR 122.440)(2)]
The Permittee shall operate its approved pretreatment program in accordance with Section 402(b)(8) of the CWA, 40
CFR 403, 15A NCAC 02H .0900, and the legal authorities, policies, procedures, and financial provisions contained in
its pretreatment program submission and Division approved modifications thereof. Such operation shall include but is
not limited to the implementation of the following conditions and requirements. Terms not defined in Part Il or Part IV
of this permit are as defined in 15A NCAC 02H .0903 and 40 CFR 403.3.
1. Sewer Use Ordinance (SUO)
The Permittee shall maintain adequate legal authority to implement its approved pretreatment program. [15A
NCAC 02H .0903(b)(32), .0905 and .0906(b)(1); 40 CFR 403.8(f)(1) and 403.9(b)(1) and (2)]
2. Industrial Waste Survey (IWS)
The Permittee shall implement an IWS consisting of the survey of users of the POTW collection system or
treatment plant, as required by 40 CFR 403.8(f)(2)(i-iii) and 15A NCAC 02H .0905 [also 40 CFR 122.440)(1)],
including identification of all Industrial Users that may have an impact on the POTW and the character and amount
of pollutants contributed to the POTW by these Industrial Users and identification of those Industrial Users
meeting the definition of SIU. Where the Permittee accepts wastewater from one or more satellite POTWs, the
IWS for the Permittee shall address all satellite POTW services areas, unless the pretreatment program in those
satellite service areas is administered by a separate Permittee with an approved Pretreatment Program. The
Permittee shall submit a summary of its IWS activities to the Division at least once every five years, and as
required by the Division. The IWS submission shall include a summary of any investigations conducted under
paragraph C.2.c. of this Part. [15A NCAC 02H .0903(b)(13), .0905 and .0906(b)(2); 40 CFR 403.8(f)(2) and 403.9]
3. Monitoring Plan
The Permittee shall implement a Division -approved Monitoring Plan for the collection of facility specific data to
be used in a wastewater treatment plant Headworks Analysis (HWA) for the development of specific pretreatment
local limits. Effluent data from the Plan shall be reported on the DMRs (as required by Parts 11.1) and II.E.5.). [15A
NCAC 02H .0903(b)(16), .0906(b)(3) and .0905]
4. Headworks Analysis (HWA) and Local Limits
The Permittee shall obtain Division approval of a HWA at least once every five years, and as required by the
Division. Within 180 days of the effective date of this permit (or any subsequent permit modification) the
Permittee shall submit to the Division a written technical evaluation of the need to revise local limits (i.e., an
updated HWA or documentation of why one is not needed) [40 CFR 122.44]. The Permittee shall develop, in
accordance with 40 CFR 403.5(c) and 15A NCAC 02H .0909, specific Local Limits to implement the prohibitions
listed in 40 CFR 403.5(a) and (b) and 15A NCAC 02H .0909. Pursuant to 40 CFR 403.5, local limits are
Version 1110912011.1

NPDES Permit Standard Conditions
Page 17 of 18
enforceable Pretreatment. Standards as defined by 40 CFR 4033(1).. [15A NCAC 02H .0903(b)(10), .0905 and
.0906(b)(4)]'
5. Industrial User Pretreatment Permits (IUP) & Allocation Tables
In accordance with NCGS 143-215.,1, the Permittee shall issue to all Significant Industrial Users, permits for
operation of pretreatment equipment and discharge to the Permittee's collection system or treatment works. These
permits shall contain limitations, sampling protocols,, reporting requirements,; appropriate standard and special.
conditions, and compliance 'schedules as necessary for the installation of treatment and control technologies to
assure that their wastewater discharge will meet all applicable pretreatment standards and requirements. The
Permittee shall maintain a current :Allocation Table (AT) which summarizes the results of the HWA and the limits
from all IUPs. Permitted IUP loadings for each parameter cannot exceed the treatment capacity of the POTW as
Y [ O( ), • (fl( )(.., .
determined b the IIWA. 15A NCAC 02H .0906 b 6. 0909 , .0916 and .0917. 40 CFR 403.5 403.8 1 iii),
NCGS 143 215.67(a)].
6, Authorization to Construct (W)
The Permittee shall ensure that an Authorization to Construct. permit (AtQ is issued to all applicable Industrial
Users for the construction or modification of any pretreatment facility. Prior to the; issuance of an AtC, .the
proposed pretreatment facility and treatment process must be evaluated for its capacity to comply with all
Industrial User Pretreatment Permit (IUP) limitations. [15A NCAC 02H .0906(b)(7) and 0905; NCGS 143-
2.1;-5.1(a)(8)]
7. POTW Inspection & Monitoring of their IUs
The Permittee shall conduct inspection, surveillance, and monitoring activities as described in its Division
approved pretreatment program in order to determine, 'independent of information supplied by Industrial Users,
compliance with applicable pretreatment standards. [15A NCAC 02H .0908(e); 40 CFR 403.8(f)(2)'(v)] The
Permittee must:
a. Inspect all. Significant Industrial Users (SIUs) at least once per calendar'year;
b. Sample all Significant Industrial Users (SIUs) at least once per calendar year for all SILT permit -limited
parameters including flow except as allowed under 15A NCAC .0908(e); and.
c. At least once per year, document an evaluation of any non -significant categorical Industrial User for
compliance with the requirements in 40 CFR 403.3 (v)(2), and either continue or revoke the designation as non=
significant..
8. IU Self Monitoring. and Reporting
The Permittee shall require all Industrial Users to comply with the applicable monitoring and reporting
requirements outlined in the Division -approved pretreatment program, the industry's pretreatment permit, or in 1.5A
NCAC 02H .0908. [15A NCAC 02H .0906(b)(5) and .0905; 40 CFR 403.8(f)(1)(v) and (2)(iii); 40 CFR
121440)(2) and 40 CFR 403.12]
9. Enforcement Response Plan (ERP)
The Permittee shall enforce and obtain appropriate remedies for violations of all pretreatment standards
promulgated pursuant to section 307(b) and (c) of the CWA (40 CFR 405 et. seq.), prohibitive discharge standards
as set forth in 40 CFR 403.5 and 15A NCACI 02H, .0909, specific local limitations; and other pretreatment
requirements. All remedies, enforcement actions and other, shall be consistent with the Enforcement Response
Plan (ERP) approved by the Division. [15A NCAC 02H .0903(b)(7), .0906(b)(8) and .0905 40 CFR 403.8(f)(5)]
10. Pretreatment Annual Reports (PAR)
The Permittee shall report to the Division in accordance with 15A NCAC 02H .0908. In lieu of submitting annual
reports, Modified Pretreatment Programs developed under 15A NCAC 0214.0904 (b) may be required to submit a
partial annual report or to meet with Division personnel periodically to discuss enforcement of pretreatment
requirements and other pretreatment implementation issues.
For all other active: pretreatment programs, the Permittee shall submit two copies of a PretreatmentAmmal Report
(PAR) describing its pretreatment activities over the previous calendar year to the Division at the following.
address:
Version 1110912011.1

NPDES Permit Standard Conditions~
Page 18 of 18
NC DENR / Division of Water Resources / Water Quality Permitting Section
Pretreatment, Emergency Response, and Collection Systems (PERCS) Unit
1617 Mail Service Center
Raleigh, North Carolina 27699-1617'
These reports shall be submitted by March l of each year and shall contain the following:
a. Narrative
A narrative summary detailing actions taken, or proposed, by the Permittee to correct significant non-
compliance and to ensure compliance with pretreatment requirements;
b. Pretreatment Program Summary (PPS)
A pretreatment program summary (PPS) on forms or in a format provided by the Division;,
c. Significant Non -Compliance Report (SNCR)
A list of Industrial Users (IUs) in significant noncompliance (SNC) with pretreatment requirements; and the
nature of the violations on forms or in a format provided by the .Division;
d, Industrial Data Summary Forms (IDSF)
Monitoring data from samples collected by both the POTW and the Significant Industrial Users (SIUs). These
analytical results must be reported on Industrial Data Summary Forms (IDSF) or on other forms or in a format
provided by the Division;
e. Other Information
Copies of the. POT W's allocation table, new or modified enforcement compliance schedules, public notice of
IUs in SNC, a summary of data or other information related to significant noncompliance determinations for
IUs that are not considered SIUs,and any other information, upon request, which in the opinion of the Director
is needed to determine compliance with the pretreatment implementation requirements of this permit;
11. Public Notice
The Permittee shall publish annually a list of Industrial Users (lUs) that were in significant noncompliance (SNC)
as defined in the Permittee's Division -approved Sewer Use. Ordinancewith applicable pretreatment requirements
and standards during the previous twelve month period. This list shall be published within four months of the
applicable twelve-month period. [15A NCAC 02H .0903(b)(34), .0908(b)(5) and .0905 and 40 CFR
403.8(f)(2)(viii)]
12. Record Keeping
The Purittee shall retain for a minimum of three years records of monitoring activities and results, along with
support information including general records, 'water quality records, and records of industrial impact. on the
POTW and shall retain all other Pretreatment Program records as required by 15A NCAC. 021­1.0908(f): [I5A
NCAC 02H .0908(f); 40 CFR 403.12(o)]
13. Pretreatment Program Resources.
The Permittee shall maintain adequate funding and qualified personnel to accomplish the objectives of its approved
pretreatment program. and retain a written description of those current levels; of inspection. [I 5A NCAC 02H
.0906(b)(9) and (10) and .0905; 40 CFR 403.8()(3), 403.9(b)(3)]
1.4. Modification to Pretreatment Programs
Modifications to the approved pretreatment program including but not limited to local limits modifications, POTW
monitoring of their Significant Industrial Users (SIUs), and Monitoring Plan modifications, shall be considered a
permit modification and shall be governed by 40 CFR 403.18, 15 NCAC 02I1.0114 and 15A NCAC 02H .0907.
Version 1110912011.1

Facility information
NPDES permit #:
Facility name:
WWTP class:
WWTP type:
NCO086223
Headwaters Outfitters —
Adventure Village
11
Transylvania County
(formerly D&D Catfish)
0.020 MGD ( 0.035 MGD after A to C) dual train,
extended aeration, steel, package WWTPs in
parallel consisting of: flow splitter box; dual
5000 gallon flow equalization basins with diffused
air and manual bar screens and 0.3 HP
submersible pumps; dual 20.000 gallon aeration
basins with dual Roots ® 5 HP (160 cfm) blowers
providing diffused air; dual 5000 gallon hopper -
type clarifiers (35 sq ft each) with air lift sludge
returns and skimmer boxes; dual 5000 gallon
aerobic digestors; dual tablet chlorinators; dual
750 gallon chlorine contact chambers; dual tablet
chlorinators; dual tablet dechiorinators; meter
box with 60 degree v-notch weir and PlantPRO
BLT 32 ultrasonic flow meter; and emergency
generator.
Annual Average Flow: 0.0003 MGD (2007-2010 -- 3 year average)
Development: Campground with cabins and campsites for tents
and RVs, store & office.
Restaurant: was proposed in original plans, as a result, oil &
grease monitoring & limits were put in the permit.
Permittee has requested removal of O&G
monitoring & limits from permit, since there is no
restaurant, or plans for one.
Sludge Management: Commercial hauler (Mike's Septic Service) to the
City of Brevard WWTP, as needed (none yet).
WWTP address: 15 Adventure Ridge Road; Brevard
Former responsible official:
Debi A. Whitmire, Co -President
P.O. Box 1057; Rosman, NC 28772
Current Responsible: as of March 2009:
Dale Owen, Managing Member
Mailing address: 15 Adventure Ridge Road; Brevard, NC 28772y
(1�je VI
S

Phone numbers:
828-862-5411
828-862-5412
828-691-7191
828-693-4338
828-273-0760 cell
828-693-1031
Operator information
Certified ORC & grade:
Back-up ORC:
Permit information
Date issued:
Expiration date:
Stream information
Stream & river basin:
Sub -basin:
Quad:
Grid:
Stream classification:
Drainage area sq mi:
IWC:
Average stream flow:
Summer 7Q10 cfs:
Winter 7Q10 cfs:
30Q2 cfs:
Other information:
Directions:
Dale & Kim Owen
" - fax
Trevor C. McMinn, back-up ORC
" — (h): TRECVO; 2020 Howard Gap Road;
Hendersonville, NC 28792
Mark Jones, ORC — Jones Environmental
" - (h): 45 Pleasant Court; Flat Rock, NC 28731
" -fax
Trevor C. McMinn - Grade II — Cert # 15084
Mark Jones - Grade II Cert # 988527
10-5-2005
9-30-2010
Peter Weaver Creek; French Broad River Basin
04-03-01
C - Trout
0.64
14.5% at 0.035 MGD
cfs
0.32
0.52
0.72
From Brevard, proceed west on US Hwy 64 — 7
miles, near Brevard. The resort is located on the
right. Turn in to the resort and go pass the office
on the left to the small access road on the left.
Follow this road to the end to the WWTP.

i
Michael F. Easley, Govern Ir
State of North Carolina
William G. Ross, Jr., Secretary
Department of Environment and Natural Resources
Alan W. Klimek, P.E., Director
Division of Water Quality
October 5, 2005
Mr. A. Dale Owen
Route 2, Box 397
Brevard, North Carolina 28712
Subject: Correction to NPDES Permit NCO086223
D&D Catfish Resort WWTP
Transylvania County
Dear Mr. Owen:
The permit for D&D Catfish Resort WWTP has been modified to show a correction made to Item r
1 of the Supplement to Permit Cover Sheet reflecting your current flow allowance.. Also enclosed is the:
additional effluent limits page that reflects the effluentlimits that would go into effect upon expansioncto='
0.035 MGD. This sheet was omitted from the most recent permit renewal package. All other terms and_
conditions of the permit have remained the same. This permit is issued pursuant to the requirements of -
North Carolina General Statute 143-215.1 and the Memorandum of Agreement between North Carolina
and the U.S. Environmental Protection Agency datedMay 9, 1994 (or as subsequently amended).
I'
Please insert the attached pages in the permit for D&D Catfish Resort and replace the existing
pages with these modified pages. If the modifications in this permit are unacceptable to you, you have:,.
the right to an adjudicatory hearing upon written request within thirty days following your receipt of this r f
letter. This request must be in the form of a written petition, conforming to Chapter 150B of the North'
Carolina General Statutes, and filed with the Office ofAdministrative Hearings (6714 Mail Service
Center, Raleigh, North Carolina 27699-6714). Unless such demand is made, this decision shall be final .
and binding.
Please note that this permit is not transferable except after notice to the Division. The.Division
may require modification or revocation and reissuance of the permit. This permit does not affect the legal
requirements to obtain other permits which may be required by the Division of Water Quality or permits
required by the Division of Land Resources, the Coastal Area Management Act or any other Federal or
Local governmental permit that may be required.
Please accept our apology for any inconvenience this oversight may have caused. If you have
any questions concerning this permit, please feel free to contact Maureen Crawford at telephone number
[phone], extension 538.
-�'r:
cc: Central Files
A'shevilleRegional-O f W r Qua1'ty'Secti n
NPDES Unit
Point Source Compliance Enforcement Unit
Sincerely,
A/
Alan W. Klimek, P.E. _ -
Director, Division of Water Quality
�� o
nC
C
m D I
o
z
Dm o
0
p cT
no
�z
n I
1617 MAIL SERVICE CENTER, RALEIGH, NORTH CAROLINA 27699-1617 - TELEPHONE [phone]/FAX 91
VISIT US ON THE WEB AT http://h2o.enr.state.nc.us/NPDES

Permit NC0086223
SUPPLEMENT TO PERMIT COVER SHEET
All previous NPDES Permits issued to this facility, whether for operation or discharge are hereby
revoked, and as of this issuance, any previously issued permit bearing this number is no longer
effective. Therefore, the exclusive authority to operate and discharge from this facility arises under the
permit conditions, requirements, terms, and provisions included herein.
A. Dale Owen is hereby authorized to:
1. Continue to operate an existing 0.020 MGD wastewater treatment facility with the following
components:
♦ Parallel equalization tanks
Parallel aeration basins
♦ Parallel clarifiers
♦ Chlorination & dechlorination
♦ Standby power,
This facility will be located north of Rosman at the D & D Catfish Resort WWTP off U.S.
Highway 64 in Transylvania County. The discharge will be as specified in 3, below.
2. After receiving an additional Authorization to Construct permit, construct and operate facilities not
to exceed 0.035 MGD design flow, and
3. Discharge from said treatment works at the location specified on the attached map into Peter
Weaver Creek, classified C-Trout waters in the French Broad River Basin.

Permit NCO086223
A. (L) EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS - FINAL
During the period beginning on October 1, 2005 and lasting until expiration, the Permittee is
authorized to discharge from outfall 001. Such discharges shall be limited and monitored by the
Permittee as specified below:
Flow
0.020 MGD
Daily
Recording
Influent or Effluent
BOD, 5-day (20°C)
30.0 mg/L
45.0 mg/L
Weekly
Composite
Effluent
Total Suspended Residue
30.0 mg/L
45.0 mg/L
Weekly
Composite
Effluent
NH3 as N
(April 1 — October 31)
5.6 mg/L
28.0 mg/L
Weekly
Composite
Effluent
NH3 as N
(November 1 —March 31)
16.9 mg/L
35.0 mg/L
Weekly
Composite
Effluent -
Dissolved Oxygen
Weekly
Grab
Effluent
Fecal Coliform
(geometric mean)
200 / 100 ml
400 / 100 ml
Weekly
Grab
Effluent
Total Residual Chlorine
28 µg/L
2/Week
Grab
Effluent
Temperature (°C)
Daily
Grab
Effluent
Oil and Grease
30.0 mg/L
60.0 mg/L
Weekly
Grab
Effluent
MBAS
Weekly
Composite
Effluent
pHl
Weekly
Grab
Effluent
Footnotes:
1. The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units.
THERE SHALL BE NO DISCHARGE OF FLOATING SOLIDS OR VISIBLE FOAM IN OTHER THAN TRACE AMOUNTS.

Permit NCO086223
A. (L) EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS e FINAL
During the period beginning upon expansion above 0.020 MGD and lasting until expiration, the
Permittee is authorized to discharge from outfall 001. Such discharges shall be limited and monitored
by the Permittee as specified below:
EFFLITENT
LIldIITS ,
11IONITORING UQUIREl4[IJNTS
...
�CHAI RACTERISTICS
.
:
Monthl EE
Y
Dail Y
1VIeasuremenf
Sam le T e' '
P YP
Sam le ocatlon
P
AYera a ::..
1VIazimum
FYe nenc
.. .
..,, ., ..... e.. . . .,
„
...,;
.
Flow
0.035 MGD
Daily
Recording
Influent or Effluent
BOD, 5-day (20°C)
30.0 mg/L
45.0 mg/L
Weekly
Composite
Effluent
Total Suspended Residue
30.0 mg/L
45.0 mg/L
Weekly
Composite
Effluent
NH3 as N
5.6 mg/L
28.0 mg/L
Weekly
Composite
Effluent
(April 1— October 31)
NH3 as N
16.9 mg/L
35.0 mg/L
Weekly
Composite
Effluent
(November 1— March 31)
Dissolved Oxygen
Weekly
Grab
Effluent
Fecal Coliform
200 / 100 nil
400 / 100 nil
Weekly
Grab
Effluent
(geometric mean)
Total Residual Chlorine
28 µg/L
2/Week
Grab
Effluent
Temperature (°C)
Daily
Grab
Effluent
Oil and Grease
30.0 mg/L
60.0 mg/L
Weekly
Grab
Effluent
MBAS
Weekly
Composite
Effluent
pg1
Weekly
Grab
Effluent
Footnotes:
2. The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units.
THERE SHALL BE NO DISCHARGE OF FLOATING SOLIDS OR VISIBLE FOAM IN OTHER THAN TRACE AMOUNTS.

State of North Carolina in
Department of Environment
and Natural Resources
Division of Water Quality
Michael F. Easley, Governor
William G. Ross, Jr., Secretary
Kerr T. Stevens, Director
March 3, 2001
Mr. A. Dale Owen
Route 2, Box 397
Brevard, North Carolina 28712
,I Alk
1 ® •
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
Subject: Modification of NPDES Permit NCO086223
D&D Catfish Resort WWTP
Transylvania County
Dear Mr. Owen:
The permit for_D&D Catfish Resort ``C/WTP has been modified to reflect the appropriate design flow
specified in the•Authorization to Construct permit dated February 26, 2001. Please note that the effluent limit pages
have been modified to reflect phased flows of 0.02 MGD up to 0.035 MGD. All other terms and conditlions of the
permit have remained the same. This permit is issued pursuant to the requirements of North Carolina General
Statute 143-215.1 and tli'e' Memorandum of Agreement between North Carolina and the U.S. Environmental
Protection Agency dated May 9, 1994 (or as subsequently amended).
Please insert the attached pages in the permit for D&D Catfish Resort and replace: the existu:: pages With
these modified pages. If the modifications in this permit are unacceptable to you, you have the right to an
adjudicatory hearing upon written request within thirty days following your receipt of this letter. This request must
be in the form of a written petition, conforming to Chapter 150B of the North Carolina General Statutes, and Filled
with the Office of Administrative Hearings (6714 Mail Service Center, Raleigh, North Carolina 27699-6714). Unless
such demand is made, this decision shall be final and binding.
Please note that this permit is not transferable except after notice to the Division. The Division may require
modification or revocation and reissuance of the permit. This permit does not affect the legal requirements to obtain
other permits which may be required by the Division of Water Quality or permits required by the Divisf'on of Land
Resources, the Coastal Area Management Act or any other Federal or Local governmental permit that may be
required. If you have any questions concerning this permit, please contact Susan A. Wilson at telephone number
[phone], extension 510.
Sincerely,
cc: Central Files
Asheville Regional Office/Water Quality Section
NPDES Unit
Point Source Compliance Enforcement Unit
1617 Mail Service Center, Raleigh, North Carolina 27699-1617
An Equal Opportunity Affirmative Action Employer
f;.
Stevens
e6 •' lei �
� 15 J
AR G
�'
200/
Telephone [phone] FAX [phone]
VISIT US ON THE INTERNET @ http://h2o.enr.state.nc.us/iNPDES

ob
Permit NCO086223
rl
SUPPLEMENT TO PERMIT COVER SHEET
A. Dale Owen is hereby authorized to:
1. After receiving an Authorization to Construct from the Division, construct and
operate a 0.020 MGD wastewater treatment facility with the following
components:
♦ Parallel equalization tanks
♦ Parallel aeration basins
♦ Parallel clarifiers
♦ Chlorination & dechlorination
♦ Standby power
This facility will be located north of Rosman at the D & D Catfish Resort WWTI?
off U.S. Highway 64 in Transylvania County. The discharge will be as specified
in 3, below.
2. After receiving an additional Authorization to Construct p.ermit,,..construct and .
operate facilities not to.exceed 0.035 MGD design flow, and
3. Discharge from said treatment works at the location specified on the attached
map into Peter Weaver Creek, classified C-Trout waters in the French Broad
River Basin.

� -.dgb- 16-1
Permit NCO086223
A. (1.) EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS — FINAL
During the period beginning on the effective date of this permit (and after receipt of an Authorization to
Construct permit) and lasting until expansion above 0.020 MGD or expiration, the Permittee is authorized to
discharge from outfall 001. Such discharges shall be limited and monitored by the Permittee as specified below:
EFFLUENT
CHARACTERISTICS
LIMITS
MONITORING REQUIREMENTS
1Mon thly
,Avers"e
Daily
Maximum
Measurement
Frequency
Sample Type
;Sample Location
Flow
0.020 MGD
Daily
Recording
Influent or Effluent
BOD, 5-day (20°C)
30.0 mg/L
45.0 mg/L
Weekly
Composite
Effluent
Total Suspended Residue
30.0 mg/L
45.0 mg/L
Weekly
Composite
Effluent
NH3 as N
(April 1 — October 31)
5.6 mg/L
Weekly
Composite
Effluent
NHs as N
(November 1 — March 31)
16.9 mg/L
Weekly
Composite
Effluent
Dissolved Oxygen
Weekly
Grab
Effluent
Fecal Coliform
(geometric mean)
200 / 100 ml
400 / 100 ml
Weekly
Grab
Effluent
Total Residual Chlorine
28 Ng/L
2/Week
Grab
Effluent
Temperature (°C)
Daily
Grab
Effluent
Oil and Grease
30.0 mg/L
60.0 mg/L
Weekly
Grab'
Effluent
MBAS
Weekly
Composite
Effluent
pH1
Weekly
Grab
Effluent
Footnotes:
1. The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units.
There shall be no discharge of floating solids or visible foam in other than trace amounts.

ft
Permit NC0086223
A. (L) EFFLUENT LIMITATIONS AND MONITORING REgUIREMENTS — FINAL
During the period beginning upon expansion above 0.020 MGD and lasting until expiration, the Permittee is
authorized to discharge from outfall 001. Such discharges shall be limited and monitored by the Permittee as
specified below:
EFFLUENT
CHARACTERISTICS
LIMITS
MONITORING REQUIREMENTS
Monthly- ,-'
Daily
Maximum
Measurement
Frequency
Sample Type
Sample Location- ,.
Flow
0.035 MGD
Daily
Recording
Influent or Effluent
BOD, 5-day (20°C)
30.0 mg/L
45.0 mg/L
Weekly
Composite
Effluent
Total Suspended Residue
30.0 mg/L
45.0 mg/L
Weekly
Composite
Effluent
NH3as N
(April 1 - October 31)
5.6 mg/L
Weekly
Composite
Effluent
NHs as N
(November 1 - March 31)
16.9 mg/L
Weekly
Composite
Effluent
Dissolved Oxygen
Weekly
Grab
Effluent
Fecal Coliform
(geometric mean)
200 / 100 ml
400 / 100 ml
Weekly
Grab
Effluent
Total Residual Chlorine
28,ug/L
2/Week
Grab
Effluent
Temperature (T)
Daily..
Grab
Effluent
Oil and Grease.
30.0 mg/L
60.0 mg/L
Weekly
Grab..
Effluent
MBAS
Weekly
Composite
Effluent
pH1
Weekly
Grab
Effluent
Footnotes:
1. The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units.
There shall be no discharge of floating solids or visible foam in other than trace amounts.

State of North Carolina 0
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Kerr T. Stevens, Director
Mr. A. Dale Oven
Route 2, Box 397
Brevard, North Carolina 28712
Dear i\Ir. Owen:
is
NCDENR
NORT.H_CAROL!NA_DEPARTMENT OF
EN IRONMENT AND NAfUF�L RSOURCES
November 3, 2000
uu MV - 7 2000
Subject: Issuance of NPDES Permit NCO086223
D&D Catfish Resort W%X%TP
Transylvania County
Division personnel have reviewed and approved your application for the subject permit. Accordingly, we are
fontarding the attached NPDES discharge permit. This permit is issued pursuant to the requirements of North
Carolina General Statute 143-215.1 and the Memorandum of Agreement between North Carolina and the U.S.
Environmental Protection Agency dated May 9, 1994 (or as subsequently amended).
If an} parts, measurement frequencies or sampling requirements contained in this Armit are unacceptable to
you, you have the right to an adjudicator- hearing upon written request within thirty days following your receipt of
this letter. This request must be in the form of a written petition, conforming to Chapter 150B of the North
Carolina General Statutes, and filed with the Office of Administrative Hearings (6714 Mail Service Center, Raleigh,
North Carolina 27699-6714). Unless such demand is made, this decision shall be final and binding.
Please note that this permit is not transferable except after notice to the Division. The Division may require
modification or revocation and reissuance of the permit. This permit does not affect the legal requirements to obtain
other permits which may be required by the Division of Water Quality or permits required by the Division of Land
Resources, the Coastal Area 1\Ianagement Act or any other Federal or Local governmental permit that may be
required. If you have any questions concerning this permit, please contact Charles Weaver at telephone number
[phone], extension 511.
Sincerely,
Original Signed By
David A. Goodrich
Kerr T. Stevens
cc: Central Files
A. h Ml Ite xi • nal ff ce/� Quality Section
NPDES Unit
Point Source Compliance Enforcement Unit
1617 Mail Service Center, Raleigh, North Carolina 27699-1617 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer VISIT us ON THE INTERNET @ http://h2o.enr.state.nc.us/NPDES

•
0 Permit NCO086223
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
PERMIT
TO DISCHARGE WASTEWATER UNDER THE
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
In compliance with the provision of North Carolina General Statute 143-215.1, other lawful
standards and regulations promulgated and adopted by the North Carolina Environmental
Management Commission, and the Federal Water Pollution Control Act, as amended,
A. Dale Owen
is hereby authorized to discharge wastewater from a facility located at the
D & D Catfish Resort WWTP
off U.S. Highway 64
north of Rosman
Transylvania County
to receiving waters designated as Peter Weaver Creek in the French Broad River
Basin
in accordance with effluent limitations, monitoring requirements, and other
conditions set forth in Parts I, II, III and IV hereof.
This permit shall become effective December 1, 2000.
This permit and authorization to discharge shall expire at midnight on September 30, 2005.
Signed this day November 3, 2000.
Original Signed By
David A. Goodrich
Kerr T. Stevens, Director
Division of Water Quality
By Authority of the Environmental Management Commission

6 - 0
Permit NCO086223
SUPPLEMENT TO PERMIT COVER SHEET
A. Dale Owen is hereby authorized to:
1. After receiving an Authorization to Construct from the Division, construct and
operate a 0.035 MGD wastewater treatment facility with the following
components:
♦ Parallel equalization tanks
♦ Parallel aeration basins
♦ Parallel clarifiers
♦ Chlorination & dechlorination
This facility will be located north of Rosman at the D & D Catfish Resort WWTP
off U.S. Highway 64 in Transylvania County.
2. Discharge from said treatment works at the location specified on the attached
map into Peter Weaver Creek, classified C-Trout waters in the French Broad
River Basin.

C� J
• Permit NCO086223
A. (1.) EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS — FINAL
During the period beginning on the effective date of this permit and lasting until expiration, the Permittee is
authorized to discharge from outfall 001. Such discharges shall be limited and monitored by the Permittee as
specified below:
EFFLUENT
CHARACTERISTICS
LIMITS
MONITORING REQUIREMENTS
Monthly
Average
Daily
Maximum
Measurement
Frequency
Sample Type
Sample Location
Flow
0.035 MGD
Daily
Recording
Influent or Effluent
BOD, 5-day (20°C)
30.0 mg/L
45.0 mg/L
Weekly
Composite
Effluent
Total Suspended Residue
30.0 mg/L
45.0 mg/L
Weekly
Composite
Effluent
NH3 as N
(April 1 — October 31)
5.6 mg/L
Weekly
Composite
Effluent
NH3 as N
(November 1 — March 31)
16.9 mg/L
Weekly
Composite
Effluent
Dissolved Oxygen
Weekly
Grab
Effluent
Fecal Coliform
(geometric mean)
200 / 100 ml
400 / 100 ml
Weekly
Grab
Effluent
Total Residual Chlorine
28 /ug/L
2/Week
Grab
Effluent
Temperature (°C)
Daily
Grab
Effluent
Oil and Grease
30.0 mg/L
60.0 mg/L
Weekly
Grab
Effluent
MBAS
Weekly
Composite
Effluent
pHi
Weekly
Grab
Effluent
Footnotes:
1. The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units.
There shall be no discharge of floating solids or visible foam in other than trace amounts.

101110,
I
Latitude: 35009'46"
Longitude: 82'48'58"
USGS Quad#: G7NE
River Basin #: 04-03-01
Receiving Stream: Peter Weaver Cr
Stream Class: C-Tr
'OAGINC
STATIO
Mile
215
D&D Catfish Resort
NCO086223
Transylvania County

Frazier, Wanda
From:
Sent:
To:
Cc:
Subject:
Attachments:
Hi Joe,
NCO060282 Ridgeview Acres:
Frazier, Wanda
Tuesday, March 01, 2011 11:50 AM
Corporon, Joe
Edwards, Roger; Haynes, Keith; '[e-mail]'
NCO086223 Adventure Village & NCO060283 Ridgeview
Acres permit renewals
86223 a cover page 2010.doc; NCO086223 8-27-10.pdf;
NCO086223 6-10-09. pdf; NCO086223 8-29-07. pdf; 60283
a cover page 2011.doc
Please see the attached facility info cover page (same as the one previously sent).
. I talked to Trevor McMinn, ORC for Ridgeview Acres (NCO060383 in Buncombe County)
and sent him the DRAFT permit (since the owner is in Florida now).
Permit Renewal Recommendation:
The ARO recommends the renewal of this DRAFT permit..
11 OL0006:-031A►�cl�,vl�n. re V' t!I
Trevor and I also discussed another one of his facilities, Adventure Village (see attached
info) in Transylvania County.
I told him that Keith has this facility now. Keith and I discussed this also.
Adventure Village does NOT have very much flow (300 gallons per day on average) and
is seasonal. It is very hard to catch the plant discharging to collect weekly samples.
When Trevor does get a weekly oil and grease sample, the lab that he uses (PACE)
sends the sample out to another lab in Charlotte to be analyzed. The glass container
often breaks, requiring the operator to try to collect another sample before the end of
that week (for weekly samples) . This really puts the ORC in a very difficult position.
Since the development never really took off and no restaurant was ever built, oil &
grease and MBAS should be taken out of the permit (as recommended in my staff report
below).
I know that y'all are four staff members short, however1he permittee has had their
renewal and request for these changes in Raleigh about a year now.
1

PLEASE, if there is any way that you can see getting around to this renewal and
reissuance in the very near future, that would really be great!
Thanks for all of you help!
Wanda
From: Frazier, Wanda
Sent: Tuesday, October 12, 2010 3:27 PM
To: Corporon, Joe
Cc: Edwards, Roger; Weaver, Charles
Subject: NCO086223 Adventure Village permit renewal
Hi Joe,
Please see the attached facility info cover page and last three inspections for:
Headwaters Outfitters — Adventure Village (formerly D&D Catfish)
WWTP class: II
WWTP type:
0.020 MGD ( 0.035 MGD after A to C) dual train, extended aeration, steel, package
WWTPs in parallel consisting of: flow splitter box; dual 5000
gallon flow equalization
basins with diffused air and manual bar screens and 0.3 HP submersible pumps; dual
20.000 gallon aeration basins with dual Roots ® 5 HP (160 cfm)
blowers providing
diffused air; dual 5000 gallon hopper -type clarifiers (35 sq ft each) with air lift sludge
returns and skimmer boxes; dual 5000 gallon aerobic
digestors; dual tablet
chlorinators; dual 750 gallon chlorine contact chambers; dual tablet chlorinators; dual
tablet dechlorinators; meter box with 60 degree v-notch weir
and Plant PRO BLT 32
ultrasonic flow meter; and emergency generator.
Annual Average Flow:
0.0003 MGD (2007-2010 -- 3 year average)
Development:
Consists of a campground with cabins and campsites for tents and RVs, store & office.
AtoC:
K

A restaurant was proposed in original plans, as a result, oil & grease monitoring & limits
were put in the permit.
The permittee has requested removal of O&G and MBAS monitoring & limits from
permit, since there is no restaurant, nor plans for one.
Permit Renewal Recommendation:
The ARO recommends the renewal of this permit with the removal of the O&G and
MBAS monitoring and limits.
Thanks,
Wanda
Wanda Frazier
Email: Wanda. [e-mail]
North Carolina Department of
Environment and Natural Resources
Asheville Regional Office
Division of Water Quality
Surface Water Protection Section
2090 US 70 Highway
Swannanoa, NC 28778
Switchboard: 828-296-4500 x 4662
Direct line: 828-296-4662
Fax: [phone]
Notice: E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and
therefore may be disclosed to third parties.
3

Frazier, Wanda
From:
Sent:
To:
Cc:
Subject:
Attachments:
Hi Joe,
Frazier, Wanda
Tuesday, October 12, 2010 3.23 PM
Corporon, Joe
Edwards, Roger; Weaver, Charles
NCO086223 Adventure Village permit renewal
86223 a cover page 2010.doc; NCO086223 8-27-10.pdf;
NCO086223 6-10-09.pdf; NC0086223 8-29-07.pdf
Please see the attached facility info cover page and last three inspections for:
Headwaters Outfitters — Adventure Village (formerly D&D Catfish)
WWTP class: II
WWTP type:
0.020 MGD ( 0.035 MGD after A to C) dual train, extended aeration, steel, package
WWTPs in parallel consisting of: flow splitter box; dual 5000
gallon flow
equalization basins with diffused air and manual bar screens and 0.3 HP submersible
pumps; dual 20.000 gallon aeration basins with dual Roots ® 5
HP
(160 cfm) blowers providing diffused air; dual 5000 gallon hopper -type clarifiers (35 sq ft
each) with air lift sludge returns and skimmer boxes; dual 5000
gallon aerobic digestors; dual tablet chlorinators; dual 750 gallon chlorine contact
chambers; dual tablet chlorinators; dual tablet dechlorinators;
meter box
with 60 degree v-notch weir and Plant PRO BLT 32 ultrasonic flow meter; and
emergency generator.
Annual Average Flow:
0.0003 MGD (2007-2010 -- 3 year average)
Development:
Consists of a campground with cabins and campsites for tents and RVs, store & office.
AtoC:
A restaurant was proposed in original plans, as a result, oil & grease monitoring & limits
were put in the permit.
1

The permittee has requested removal of O&G monitoring & limits from permit, since
there is no restaurant, or plans for one.
Permit Renewal Recommendation:
The ARO recommends the renewal of this permit with the removal of the O&G
monitoring and limits.
Thanks,
Wanda
Wanda Frazier
Email: [e-mail]
North Carolina Department of
Environment and Natural Resources
Asheville Regional Office
Division of Water Quality
Surface Water Protection Section
2090 US 70 Highway
Swannanoa, NC 28778
Switchboard: 828-296-4500 x 4662
Direct line: 828-296-4662
Fax: [phone]
Notice: E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and
therefore maybe disclosed to third parties.
2

Frazier, Wanda
From: Frazier, Wanda
Sent: Tuesday, October 12, 2010 3:27 PM
To: Corporon, Joe
Subject: FW: NCO086223 Adventure Village permit renewal
Attachments: 86223 a cover page 2010.doc; NCO086223 8-27-10.pdf;
NCO086223 6-10-09.pdf; NCO086223 8-29-07.pdf
Hi Joe,
I left off the request to remove the MBAS monitoring in the new permit, as well as the O&G. Sorry!
Thanks,
Wanda
Wanda Frazier
Email: [e-mail]
North Carolina Department of
Environment and Natural Resources
Asheville Regional Office
Division of Water Quality
Surface Water Protection Section
2090 US 70 Highway
Swannanoa, NC 28778
Switchboard: 828-296-4500 x 4662
Direct line: 828-296-4662
Fax: [phone]
Notice: E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and
therefore may be disclosed to third parties.
From: Frazier, Wanda
Sent: Tuesday, October 12, 2010 3:23 PM
To: Corporon, Joe
Cc: Edwards, Roger; Weaver, Charles
Subject: NCO086223 Adventure Village permit renewal
Hi Joe,
Please see the attached facility info cover page and last three inspections for:
1

Headwaters Outfitters — Adventure Village (formerly D&D Catfish)
WWTP class: II
WWTP type:
0.020 MGD ( 0.035 MGD after A to C) dual train, extended aeration, steel, package
WWTPs in parallel consisting of: flow splitter box; dual 5000
gallon flow
equalization basins with diffused air and manual bar screens and 0.3 HP submersible
pumps; dual 20.000 gallon aeration basins with dual Roots ® 5
HP
(160 cfm) blowers providing diffused air; dual 5000 gallon hopper -type clarifiers (35 sq ft
each) with air lift sludge returns and skimmer boxes; dual 5000
gallon aerobic digestors; dual tablet chlorinators; dual 750 gallon chlorine contact
chambers; dual tablet chlorinators; dual tablet dechlorinators;
meter box
with 60 degree v-notch weir and Plant PRO BLT 32 ultrasonic flow meter; and
emergency generator.
Annual Average Flow:
0.0003 MGD (2007-2010 -- 3 year average)
Development:
Consists of a campground with cabins and campsites for tents and RVs, store & office.
A to C:
A restaurant was proposed in original plans, as a result, oil & grease monitoring & limits
were put in the permit.
The permittee has requested removal of O&G monitoring & limits from permit, since
there is no restaurant, or plans for one.
Permit Renewal Recommendation:
The ARO recommends the renewal of this permit with the removal of the O&G
monitoring and limits.
Thanks,
Wanda
Wanda Frazier
2

ENVIRONMENTAL' MAINTENANCE * CONSTRU
2020 Howard Gap Road
Hendersonville, N.C. 28792
Phone[phone]
Fax[phone]
2/23/2010
Permit Renewal Request
Mr. Charles Weaver, Jr.
7
MAR 15 2010
i
t�) g
WATER QUALITY SECTION
ASHEVILLE REGIONAL OFFICE
l%
Please find enclosed a permit renewal package for Adventure Village ( NPDES permit # NC0086223).
There have been no changes or modifications to this facility since the issuance of the last permit.— We -
respectfully request this permit to be renewed. We also hope that you find this package in order. If we may
be of further assistance please do not hesitate to call or correspond.
Please consider removing the MBAS and Oil & Grease sampling requirements from the permit as there has
been no significant evidence of these parameters since the facility was opened. There is no local lab to
perform the Oil & Grease. The extremely low flow of this facility is evidence that the campground is
struggling to survive. Any consideration to the above would be most appreciated.
Sincerely,
.'�c 10L--
Trevor C. McMinn
MAR 012010

NPDES APPUCATION FOR PERMIT RENE _--s - FORM D
For privately owned treatment systems treating 1000/a domestic wastewaters <0.1 MGD
Mail the complete application to:
N. C. Department of Environment and Natural Resources
Division of Water Quality / NPDES Unit
1617 Mail Service Center, Raleigh, NC 27699-1617
NPDES Permit C0086223
If you are completing this form in computer use the TAB key or the up - down arrows to moue from one
field to the next To check the boxes, click your mouse on top of the box Otherwise, please print or type.
1. Contact Information:
Owner Name
Dale Owen
Facility Name
Adventure Village
Mailing Address
15 Adventure Ridge Rd
City
Brevard
State / Zip Code
NC 28772
Telephone Number
[phone]
Fax Number
e-mail Address
2. Location of facility producing discharge:
Check here if same address as above
Street Address or State Road
City
State / Zip Code
County
Transylvania
3. Operator Information:
Name of the firm, public organization or other entity that operates the facility. (Note that this is not
referring to the Operator in Responsible Charge or ORQ
Name Dale Owen
Mailing Address 15 Adventure Ridge Rd
City Brevard
State / Zip Code NC
Telephone Number [phone] "' ,__.. -- -�- •--.-- _.�. __,..;"`'
Fax Number
MAR 1 5 2010
WATER QUALITY SECTION A
I ASHEVILLE REGIONAL OFFICE-� ��"�`

NPDES APirjLdCATION FOR PERMIT RENE --_-L - FORM D
For privately owned treatment systems treating 100% domestic wastewaters <0.1 MGD
4. Description of wastewater:
Facility Generating Wastewater(check all that opplyft
Industrial
❑
Number of Employees 1 2
Commercial
®
Number of Employees
Residential
❑
Number of Homes 1
School
❑
Number of Students/Staff
Other
❑
Explain:
Describe the source(s) of wastewater (example: subdivision, mobile home park, shopping centers,
restaurants, etc.):
Campground and store/office
Population served: up to 115
5. Type of collection system
® Separate (sanitary sewer only) ❑ Combined: (storm sewer and sanitary sewer)
6. Outfall Information:
Number of separate discharge points 1 only
Outfall Identification number(s) 001
Is the outfall equipped with a diffuser? ❑ Yes ® No
7. Name of receiving streams) (Provide a map showing the exact location of each outfallr
Peter Weaver Creek
S. Frequency of Discharge: ® Continuous ❑ Intermittent
If intermittent:
Days per week discharge occurs: Duration:
9. Describe the treatment system
List all installed components, including capacity, provide design removal for BOD, TSS, nitrogen and
phosphorus. If the space provided is not sufficient, attach the description of the treatment system in a
separate sheet of paper.
See attached sheet "Sludge Management Plan%

NPDES Ap s s,ICATION FOR PERMIT RENE -_ --JL - FORM D
For privately owned treatment systems treating 100% domestic wastewaters <0.1 MGD
10. Flow Information: i
Treatment Plant Design flow 0.020 MGD
Annual Average daily flow 0.0003 MGD (for the previous 3 years)
Maximum daily flow 0.017 MGD (for the previous 3 years)
11. Is this facility located on Indian country?
❑ Yes ® No
12. Effluent Data
Provide data for the parameters listed. Fecal Coliform, Temperature and pH shall be grab samples, for all o
parameters 24-hour composite sampling shall be used. Ej7hient testing data must be based on at least thre samples
and must be no more than four and one half years old.
Parameter
Daily
Maximum
Monthly
Average
Units of
Measurement
Number
samples
of
Biochemical Oxygen Demand
(BODs)
6
3.9
mg/1
3
Fecal Coliform
4
2.6
col/ 100ml
3
Total Suspended Solids
23
17
mg/1
3
Temperature (Summer)
21
19.9
degrees C
7
Temperature (Winter)
9
6.6
degrees C
9
pH
6.7
6.6
S.U.
2
13. List all permits, construction approvals and/or applications:
Type Permit Number Type
Hazardous Waste (RCRA)
UIC (SDWA)
NPDES
PSD (CAA)
Non -attainment program (CAA)
NESHAPS (CAA)
Ocean Dumping (MPRSA)
Dredge or fill (Section 404 or CWA)
Special Order of Consent (SOC)
Other
i
Permit Number
I
14. APPLICANT CERTIFICATION f
I certify that I am familiar with the information contained in the application and that to the
best of my knowledge and belief such information is true, complete, and accurate.
Dale Owen
Printed name of Person SigningAit'71
Z ZS
Signature of Applicant Nate
North Carolina General Statute 143-215.6 (b)(2) states: Any person who knowingly makes any false statement
representation, or certification in any application, record, report, plan, or other document files or required to be
maintained under Article 21 or regulations of the Environmental Management Commission impleme�ting that
Article, or who falsifies, tampers with, or knowly renders inaccurate any recording or monitoring device or method
required to be operated or maintained under Article 21 or regulations of the Environmental Management
Commission implementing that Article, shall be guilty of a misdemeanor punishable by a fine not to exceed
$25,000, or by imprisonment not to exceed six months, or by both. (18 U.S.C. Section 1001 provides a
1

TREVCO
2020 Howard Gap Road
Hendersonville, N.C. 28792
Phone[phone]
Fax[phone]
February 23, 2010
Sludge Management Plan
Mr. Dale Owens:
Trevco and Operator in Responsible Charge, Trevor McMinn (cert.#15084) are providing this report to
assist with your pending permit renewal -
General information:
Facility System Name: Adventure Village
Responsible Entity: Dale Owens
Person in Charge: Dale Owens
Applicable Permit: NPDES # NCO086223
Description of Treatment Process:
Two package wastewater treatment plants in a parallel configuration consisting of one steel splitter box,
two influent equalization basins {5000 Gallons ea.), two steel aeration basins (10200 Gallons ea.), dual
blowers ( Roots 36 URAI w/ 5hp motors), 2 steel clarifiers(5000 Gallons ea), 2 sludge holding basins
15000 Gallons ea.), 2 tablet chlorinators, 2 chlorine contact tanks {750 Gallons ea.), 2 tablet de -
chlorinators and a V notch weir attached to an ultrasonic flow meter. Combined capacity of these 2 plants is
0.035 MGD located at 15 Adventure Ridge Rd, in Brevard, Transylvania County, North Carolina.
Sludge management plan:
As of 2/23/2010 this facility has never built up enough sludge to waste to the digesters. No sludge has
ever been hauled, due to the low flow and loading of this facility. Should business increase and the need for
sludge removal becomes apparent it will be wasted to the digesters where it will be stored and thickened for
cost effective hauling. Sludge removal will be by truck by Mice's Septic, {828 253 2612) a local pump
truck contractor. He will haul the sludge to disposal at the Town of Brevard waste treatment facility. All
associated costs of this hauling will be paid by Dale Owen and Adventure Village. Removal and
management of this sludge will be done in a timely manner and in the best interests of facility operation and
the environment.
Notification: This report will be delivered to Adventure Village to the attention of Mr. Dale Owens.
Conclusion: The Adventure Village treatment plant is well designed for the existing flow and is a pleasure
to operate. Everyone involved at the Adventure Village should be commended for the care and
management of this facility and the environment.
Certification: I certify under penalty of law that this report is complete and accurate to the best of my
knowledge. I further certify that this report has been made available to the users or customers of the named
system and that those users have been notified of its availability.
Operator in responsible charge: Date: Z/Zj/&j 1 l�
Trevor C. McMinn
iLtz-,
Cc �-� Trevco

N
9 REVeD
.............................................................
2020 Howard Gap Road
Hendersonville, N.C. 28792
Phone[phone]
Fax[phone]
June 25, 2003
Signatory Authority / Authorized Representative
For the purpose of signing monthly D.M.R.s (Signatory authority on file per 15ANCAC
8A.0202(b)(5)(B) with DEM Central files) for the Double D`s Catfishing & RV Resort:
NPDES#NC0086223 evidenced by the signatures below.
Authorized signature: Authorizing Permitee
Trevor C. McMinn Dale Owen
%L c , ticl4,x le,/s
Operator in Responsible Charge Date:2/7/05

M
State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
Michael F. Easley, Governor
William G. Ross, Jr., Secretary
Kerr T. Stevens, Director
Mr. Dale Owen
Route 2, Box 397
Brevard, North Carolina 28712
Dear Mr. Owen:
NCDENR
NORTH CAROLINA DEPARTMENT -
ENVIRONMENT AND -NATURAL RESOtlUIRCES 4y{
February 26, 2001
Subject: Authorization to Construct Permit Issuance.
ATC Number 086223 ACA
D&D Catfish Resort WW'fP
NPDES Permit NCO086223
Transylvania County
A letter ofrequest for an Authorization to Construct (ATC) was received March 13, 2000 (wgth.
additional information submitted January 26, 2001), by the Division and -final. plans and specifications
for this project have been reviewed and found to be satisfactory. Authorization is hereby granted for
the,addition of a wastewater, treatment plant at D&D Catfish Resort not to exceed a design flow of
0.020 MGD with discharge into Peter Weaver Creek in the French Broad River Basin. Specifically, this
ATC allows the installation of-
• Splitter box to split flows between dual path facilities,
• Appx. 10,000 gallon total equalization with diffused air and 1/3 hP submersible pumps,
• 20,000 gallon dual aeration basins with diffused air,
• 4 hopper -type clarifiers (2 per dual train) at appx. 35 ft2 each, with air lift sludge returns and
skimmer boxes,
• Appx. 10,000 gallon total digester capacity with diffused air,
• 422 gallon dual chlorine contact chambers with tablet chlorination,
• dual tablet dechlorination,
• meter box with effluent ultrasonic flow meter,'
• dual blowers rated at 160 cfm*,
• standby power*,
• all additional piping, valves, control equipment and appurtenances.
* NOTE: Plans and specification must be revised to reflect dual blowers rated at 160 cfm.
Additionally, standby power with enough capacity to operate main treatment units in case of power
outage must be supplied prior to operation of this treatment facility. The wastewater treatment plant
area must be fenced to restrict public access and a potable water source must be supplied for
maintenance and sampling purposes
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
VISIT US ON THE WEB AT http://h2o.enr.state.nc.us/NPDES

Mr. Dale Owen
Page 2 of 4
Once construction under this ATC has been completed and an Engineer's Certificate has been
submitted (and the appropriate regional office notified), the permittee is authorized to operate the
treatment units.
This Authorization to Construct is issued in accordance with NPDES Permit No. NCO086223
issued November 3, 2000, and shall be subject to revocation unless the wastewater treatment facilities
are constructed in accordance with the conditions and limitations specified in the permit.
The sludge generated from these treatment facilities must be disposed of in accordance with
G.S. 143-215.1 and in a manner approved by the North Carolina Division of Water Quality.
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 [phone], 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.
Upon classification of the facility by the Certification Commission, the Permittee shall employ a
certified water pollution control treatment system operator to be in responsible charge (ORC) of the
water pollution control treatment system. The operator must hold a certificate of the type and grade at
least equivalent to or greater than the classification assigned to the water pollution control treatment
system by the Certification Commission. The Permittee must also employ a certified back-up operator
of the appropriate type and grade to comply with the conditions of Title 15A, Chapter 8G, .0202. The
ORC of the facility must visit each Class I facility at least weekly and each Class II, III, and 1V facility
at least daily, excluding weekends and holidays, and must properly manage and document daily
operation and maintenance of the facility and must comply with all other conditions outlined in Title .
15A, Chapter 8G', .0204:. Once the facility is classified, the Pennittee .must. submit a letter to the
Certification Commission which designates the operator in responsible charge within: (A) Sixty
calendar days prior to wastewater being introduced into a new system or (B) within 120 calendar days
of the following, (i) after receiving notification of a change in the classification of the system requiring .
the designation of a new ORC and back-up ORC or (ii) a vacancy in the position of ORC or back-up
ORC.
A copy of the approved plans and specifications shall be maintained on file by the Permittee for
the life of the facility.
The Operational Agreement between the Permittee and the Environmental Management
Commission is incorporated herein by reference and is a condition of this Permit. Noncompliance with
the terms of the Operational Agreement shall subject the Permittee to all sanctions provided by G. S.
143-215.6 for violation of or failure to act in accordance with the terms and conditions of this Permit.
Failure to abide by the requirements contained in this Authorization to Construct may subject
the Permittee to an enforcement action by the Division of Water Quality in accordance with North
Carolina General Statute 143-215.6A to 143-215.6C.
The issuance of this Authorization to Construct does not preclude the Permittee from complying
with any and all statutes, rules, regulations, or ordinances which may be imposed by other
government agencies (local, state, and federal) which have jurisdiction.
Upon completion of construction and prior to operation of this permitted facility, a certification
must be received from a professional engineer certifying that the permitted facility has been installed
in accordance with the NPDES Permit, this Authorization to Construct and the approved plans and
specifications. Mail the Certification to the NPDES Unit, Division of Water Quality, 1617 Mail Service
Center, Raleigh, NC 27699-1617.

Mr. Dale Owen
Page 3 of 4
N
One (1) set of approved plans and specifications is being forwarded to you. If you have any
questions or need additional information, please contact Ms. Susan A, Wilson, telephone number (919)
733-5083, extension 510.
Sincerely,
VIL-K/verr T. Stevens
cc: Central Files
NPDES Unit, Permit File
�FaFsie�nle.Regorzal�Offie Water Quality, Kerry Becker
Technical Assistance and Certification, Tony Arnold
Robert G. Burgin, Jr., P.E. P.O. Box 1804
Irmo, SC 29063

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
Michael F. Easley, Governor
William G. Ross, Jr., Secretary
Kerr Stevens, Director
Mr. Robert G. Burgin, Jr., P.E.
Robert G. Burgin, Jr., Inc.
P.O. Box 1804
Irmo, SC 29063
Dear Mr. Burgin:
UV 1 • •
NCDENR
NORTH CAROLINA DEPARTMENT OF
"ENVIRONMENT AND NATURAL RESOURCES
January 29, 2001
2 tool
Subject: Authorization'!o=!Construct Permit
D&D Catfish Resort
Permit No. NCO086223
Transylvania County
I have reviewed the plans and specifications for the D&D Catfish Resort to be located in
Transylvania County. Please excuse the delay in review of the plans. In review of the plans, the
following concerns were noted:
The permit issued September 3, 2000 was issued directly to Mr. Dale Owen, under the facillity
name of D&D Catfish resort. Please confirm if this permit should be issued to Transylvania
Evergreen Corporation or Mr. Owen. The Division does have another permit on file for
Transylvania Evergreen Corporation, NPDES Permit No. NC0081001, with a discharge to
Morgan Mill Creek. This permit expired August 31, 2000 and no renewal application was
received. It appears that the contact for this facility is also Mr. Owen. Please inform the
Division as to if this permit should be rescinded.
The permit for D&D Catfish Resort indicates a monthly average flow of 0.035 MGD (which gs
traditionally the average daily design flow). None of the submitted documentation indicates
what ADD the proposed plant is designed to treat (or there appears to be differing volumes
throughout the calculations). It appears the plant may be designed for 20,000 gpd. If this is
the case, the NPDES permit may be modified to reflect a phased flow up to 0.035 MGD. If the
total aeration volume is 20,000 gallons, this will not be acceptable detention time to treat
35,000 gpd ADD. Please confirm the average daily design flow for the proposed package pliant.
• As stated above, the calculations indicate different volumes (and without the dimensions om
the plans they cannot be confirmed). Specifically, the calculations under the title page "D&D
Catfish Resort WWTP Calculations" are different from the previous pages.
• The specifications submitted appear to be for the sewer collection system, not the package
plant itself. Please provide specifications for the package plant.
• Please provide dimensions of all components. The calculations provided are helpful, but
dimensions as well as capacity of each component should be provided on the plans or in the
specifications, which have been stamped and signed.
• As an addition to the calculations, please provide the surface area of the clarifier, along with
the weir dimension. The plans do not indicate that a weir is in place in the clarifiers.
1617 Mail Service Center, Raleigh, North Carolina 27699-1617 919 733-5083, extension 510 (fax) 919 733-0719
An Equal Opportunity Affirmative Action Employer [e-mail]

N
60
• The plans and specifications should be stamped and signed by a North Carolina registered
Professional Engineer.
Again, the Division apologizes for the delay in review of the plans and hopes that resolution
of the above issues will help expedite the Authorization to Construct permit. Please contact me at
(919) 733 - 5083, extension 510, should you have further questions.
Sincerely,
us an A. Wilson, P.E.
NPDES Group
cc: sheville legion Office Water Quality Section/ Kerry Becker
NPDES Unit
Dale Owen Route 2, Box 397
Brevard, NC 28712

SOC PRIORITY PROJECT: YES
IF YES, SOC NUMBER
To: Permits and Engineering Unit
Water Quality Section
Attention: Christie Jackson
AUTHORIZATION TO CONSTRUCT
NPDES PERMIT
REPORT AND RECOMMENDATIONS
Date May 3, 2000
COUNTY Transylvania
PERMIT NUMBER NCO086223
PART I - GENERAL INFORMATION
1. Facility Name and Current Address: D & D Catfish Resort
Transylvania Evergreen Corp.
Route 2 Box 397
Brevard, North Carolina 28712
2. Changes since previous action on NPDES Permit: None
3. Compare Discharge Point(s) on plans with NPDES Permit application.
List of all discharge points:
IXr No Change
PART II - EVALUATION AND RECOMMENDATIONS
The Asheville Regional office recommends issuance of the A to C for this
project. There are only a couple of recommendations we would like to see
incorporated in the final product.
Since both eq basins are tied together via a pipe, keep this pipe open
and allow the influent to enter one .of the eq basins. Essentially, both
separate tanks would operate as one large eq tank. In this way a pump in
both tanks would meet the requirement of a dual pump system. The flow can
then be pumped to a flow splitter box that.contains adjustable weirs.
FAV

0
As an after thought, tie the sludge returns from each of the plants
together so that sludge can be moved from one plant to another with just
the turn of a valve. The same might can be done for the.clarifiers. The
plans do not show the location of the effluent launders, however it may
be possible to install a pipe and valve connecting the clarifiers
allowing increased carification time if needed especially during low flow
conditions.
A copy of t most recent
NPDES S Report is
att ed.
Prep ed B ,Dates -,f , 2000
-
wa er Quality Regional Supervisor

NPDES Wa,,..,water Permit. (N 00 L1j_
FACILITY INFORMATION
04 C,e_ -
actSheet
CHARACTERISTICS
Parameters E F ':
" 'Summerk�mter'
.. .. �._..,�
a.
BOD5 (E)
30.0/45.0 mg/1
30.0/45.0 mg/1
TSS (E)
30.0/45.0 mg/1
30.0/45.0 mg/l
Ammonia (NH3-N) (mg/1) (E)
5.6 mg/1
16.9 mg/1
Dissolved Oxygen (D.O.) (E,U,D)
Monitor (mg/1)
Monitor (mg/1)
pH (E)
6.0-9.0 S.U.
6.0-9.0 S.U.
Fecal Coliform (E,U,D)
200/400 (/100 ml)
200/400 (/100 ml)
Total Residual Chlorine (E)
28 µg/1
28 µg/l
Oil & Grease (E)
30/60 mg/l
30/60 mg/1
MBAS (E)
Monitor (µg/l)
Monitor (µg/1)
Conductivity (U,D)
Monitor (µmhos/cm)
Monitor (µmhos/cm )
Temperature (E,U,D)
Monitor (oC)
Monitor (oC)
Compliance Schedule: N/A.
Special Condition(s): N/A.
Additional Comments
• Level B Model Analysis used to determine effluent limitations for BOD5, protecting an instream
D.O. standard of 6.0 mg/l.
• Ammonia limitations based on ammonia toxicity dilution calculations.
• Oil & Grease and MBAS monitoring included since a restaurant is planned at the future resort.
• Division policy is to include a TRC limit no less stringent than 28 µg/l for new dischargers into Trout
streams.
• The proposed discharge appears from the Topo map to be inside the Pisgah National Forest
boundary; however, since the land is private (called an "inholding"), no regulatory authority exists to
restrict land -disturbing activities, except in cases where access to the property during and following
construction is gained through national forest land. This does not appear to be the case; highway 64
runs right next to the property.
• Chris McGrath of the Nongame and Endangered Species Section (Wildlife Resources) was contacted
for any information regarding endangered species in the area. He knew of no federally -listed species,
but he checked the Heritage Database for others. The Hellbender salamander is state -listed as a
special concern in the area; however, it has been recorded in the French Broad River (not Peter
Weaver). This species tends to live in larger rivers rather than small ones. Some rare plants also
exist, but not on Peter Weaver Cron the banks of the French Broad.

NPDES Wa ter Permit NC0086__S -+ act Sheet
c�+a [nnrart
If you have any questions on any of the above information or on the attached permit, please
contact Bethany Bolt at [phone], extension 551.
Copies of the following are attached to provide further information on the permit development:
• Ammonia and TRC calculations
• Waste Load Allocation (WLA) summary
• Draft Permit
i nature:
NPDES Recommendation by:
Regional Office Comments
✓T°��� a UtT�-rrv� 5 �2wt� 7�1Lv�.to�dww � CG'„` dam' i v,� lVla-w,�/�j �
1 7% _ � G � S y� Q.r..F�, � � L �tlCLsT k✓ f - �10 ' �e:zzc/ v�/a
,JZ�tirrri`' �
Regional Recommendation by: I Allb L S
Reviewed By:
ature:
D e:
Regional Supervisor:
Pi
Signature:
DIte
NPDES Unit:

•
NC0086223
Facility: D&D Catfish
Discharge to: Peter Weaver Cr
Stream class and index #: C-Tr, #6-10
Residual Chlorine
Ammonia as NH3
(summer)
7Q10 (CFS)
0.32
7Q10 (CFS)
0.32
DESIGN FLOW (MGD)
0.0350
DESIGN FLOW (MGD)
0.0350
DESIGN FLOW (CFS)
0.05425
DESIGN FLOW (CFS)
0.05425
STREAM STD (UG/L)
17.0
STREAM STD (MG/L)
1.0
UPS BACKGROUND LEVEL (UG/L)
0
UPS BACKGROUND LEVEL (MG/L)
0.22
IWC (%)
14.5.0
IWC (%)
4.5
Allowable Conc. (ug/1)
117.28
Allowable Concentration (mg/1)
5.60
' c
minimum = 2
rl'J�
N Boil = 2S. Z
Ammonia as NH3
-
(winter)
7Q10 (CFS)
0.52
Fecal Limit
200/100ml
DESIGN FLOW (MGD)
0.0350
Ratio of 5.9 :1
DESIGN FLOW (CFS)
0.05425
STREAM STD (MG/L)
1.8
UPS BACKGROUND LEVEL (MG/L)
0.22
IWC (%)
9.45
Allowable Concentration (mg/1)
j<l6.945
minimum = 4
7 /�
Cw aw eo Q' I-- 50d. ��,P
7Q10 C�w�
,ff300 " 7(,. DS
5-0a (O. 32 4 v. Os,4) =
C-c5-4
3�1���

' taste Load Allocation
NPDES Wastewater Permit (NC0086223)
ate n �vr ,,
o del
Bethany Bolt
FACILITY INFORMATION
.�D&D
Catfish Resort
JFF acitatus.Proposed
ernutteee ameA.
Dale Owen
ajao nofi�Minor
01
- esngAow , 10.035
oW ;s100
aei IY ass
ssume
ounty=j
ransy vama
`egTon �r
evi e
opo ua ='UINE
STREAM CHARACTERISTICS
Parameters '#.�� '�Summer4�ks�
Winter ^X r ,:tn
BOD5 (E)
30.0/45.0 mg/l
30.0/45.0 mg/l
TSS (E)
30.0/45.0 mg/l
30.0/45.0 mg/l
NH3-N (E)
5.6 mg/1
16.9 mg/l
D.O. (E,U,D)
Monitor mg/l
Monitor mg/1
pH (E)
6.0-9.0 SU
6.0-9.0 SU
Fecal Coliform (E,U,D)
200/400 (/100 ml)
200/400 (/100 ml)
Total Residual Chlorine (E)
28 µg/1
28 µg/l
Oil & Grease (E)
30/60 mg/l
30/60 mg/l
MBAS (E)
Monitor (µg/1)
Monitor (µg/l)
Conductivity (U,D)
Monitor (µmhos/cm-)
Monitor (µmhos/cm )
Temperature (E,U,D)
Monitor (°C)
Monitor (°C)
Compliance Schedule: N/A.
Special Condition(s): N/A.
Additional Comments
• Division policy or new flow to Trout waters is to include a TRC limit between 17-28 µg/1,
depending on dilution. If the allowable concentration is above 28 µg/l, a default limit of 28
µg/l applies.

Oaste Load Allocation
NPDES Wastewater Permit (NC0086223)
State Contact
NPDES Unit: Bethany Bolt at [phone], extension 551.
Copies of the following are attached to provide further information on the permit development:
• TRC and Ammonia Calculations
• Modeling Information
Recommendation by:

PAT MCCRORY
y 17
j Governor
DONALD R. VAN DER VAAR:T
Secretary
WaterResources S. JAY ZIMMERMAN
ENVIRONMENTAL QUALITY
Director
December 9, 2015
A. Dale Owen
15 Adventure Rdg. Rd.
Brevard, NC 28712
SUBJECT: Compliance Sampling Inspection
Adventure Village WWTP
Permit No: NCO086223
Transylvania County
Dear Mr. Owen:
Enclosed. please find a copy of the Compliance Sampling. Inspection form from the inspection conducted on
9/29/2015. The facility appeared to be in compliance with permit NC0086223.
Please refer to the enclosed inspection report for observations and, comments. If you or your staff have any
questions, please call me at 828-296-4500.
Sincerely,
l
Katherine H. Jimison
Chemist I
E
f
Asheville Regional Office
l
s
Enc. Inspection Report
cc: Trevor Clyde McMinn, ORC
MSC 1617-Central Files -Basement
alrh fills �r�1�e_s €
I
G:\WR\WQ\Transylvania\Wastewater\Minors\Adventure Village 86223\CSI'.Sept20151trsdocx
i
Water Quality Regional Operations -Asheville Regional Office -
2090 U,S: Highway 70,.Swannanoa, North Carolina 28778
Phone: 828-296A500 FAX: [phone] `
Internet: http://portal.nGdenr.orgfweblwq
An Equal Opportunity 1 Affirmative Action Employer

'United States Environmental Protection Agency
Form. Approved.
Epp/p� Washington D C 2046o
f�/`1
;
OMB No. 2040 0057
Water Compliance Inspection Report-,
Approvalexpi�e,s8-31-9,8
Section X.-National Data System Coding (i.e., PCS) -
Transaction Code NPDES yr/mo/day , Inspection Type Inspector„ - . 'FacType
1 IN I 2 h I 3 I N00086223 I11 . 12 15/o9/29 17 .: 48 1 1 19.I G I, 201
I
Inspection
Work Days - Facility Self, Monitoring Evaluation Rating 61.. _.. QA —; ----Reserved .:: ` -----
67
- 70 I, ' I 71 Li72. I N I 731 I 174
�I LJ
Section B: Facility Data
Name and Location of Facility inspected (For Industrial Users discharging to POT.W, also include
Entry Time/Date
Permit Effective Date
POTW name and. NPDES oermit Number)
08:OOAM 15l09/29
11/09/01
Adventure Village WWTP
15 Adventure Rdg Rd
Exit Time/Date
15l09/29
Permit Expiration Date
Brevard NC 28712
09:2OAM
16/09/30
Name(s) of Onsite Representative(s)fTitles(s)/Phone and Fax Number(s)
Other Facility Data
Trevor Clyde McMinn/ORC/828-691-7191/
Name, Address of Responsible OFficialiTitle/Phone and Fax Number
Contacted
A Dale.Owen,15 Adventure Rdg Rd Brevard NC 287121/828-862-641118288645412
No
Section C: Areas Evaluated During Inspection (Check only those areas evaluated)
-M Permit Operations & MaintenancE Records/Report§ Facilify Sife Review _
Section.D: Summaryof Finding/Comments (Attach additional sheets of narrative and checklists as necessary)
(See attachment summary)
Name(s) and Signature s of Inspector(s) Agency/Office/Phone and Fax Numbers Date
Kath ARO WQ!/828-296-4500!
Signature `of Management Q A R ewer Agency/Office/Phone and Fax Numbers Date
EPA Form 3560-3 (Rev 9-94) Previous editions are obsolete.
Page#

NPDES yrrmo(day Inspection Type 1
3I . NC0086223 I11 12 15/09/29 17 18 ISI .
Section D: Summary of Finding/Comments (Attach additional sheets of narrative and checklists as necessary)
Mr. Trevor McMinn (ORC) assisted -in this inspection.
Data from this sampling inspection is enclosed.
E
F
1 -

Permit: NCO086223.°' owner - Facility: Adve (iIlage VWVFP
-
Inspection Date: 09/2912015 Inspection Type: Compliance Sampling
Permit — - .
-Yes No NA NE -
(if the present permit expires in 6. months or less). Has the permittee submitted a new
0
❑.
❑
❑-
application?
Is fhe.facility as described in the permit?
0.
❑
❑
El
# Are there any special conditions for the permit?
❑M
❑
❑
Is access to the plant site restricted to- the generalpublic?
Is the inspector granted access to all areas for inspection?
.0.
- ❑
❑
El
Comment:
Operations & Maintenance
Yes No NA -NE
Is the plant generally clean with acceptable housekeeping?
El
El
?>
.
`
Does the facility analyze process control parameters for ex: MLSS, MCRT, Settleable
,-0
.❑
0-
El
Solids, pH, DO, Sludge Judge, and other that are applicable?
r
Comment: Settleable Solids
6
Bar Screens
Yes No NA NE
Type of bar screen
a.Manual
.
b.Mechanical
❑
i
s
Are the bars adequately screening debris?
M
❑
❑
❑
E
Is the screen free of excessive debris?
0
❑
❑
❑
Is disposal of screening in compliance?M
❑
❑
❑
Is the unit in good condition?
M. .
❑
❑
❑
F:
Comment: Influent flow is split into dual train plant.
t
Egualization'Basins
Yes .No NA NE
Is the basin aerated?
' ❑
❑
❑
Is the, basin free of bypass lines or structures to'the natural environment?
'
❑
❑
❑
Is the basin free of excessive grease?
M
❑
❑
❑
Are, all pumps present?
A
,-❑
❑
❑
Are all pumps operable?
❑
❑
❑.
Are float controls operable?
00
❑
❑
Are audible and visual alarms operable?
11
❑
❑
E
# Is basin size/volume adequate?
❑
❑
❑
Page#
3

N Lo
N C
CO
CO _C4
Z o
.F w
C �
o
a
C
. o�.,n..
nr�"vvwo. ,. ewuavnnn
:w^ :arced'.
rnie*xr�. .. m:.+mr.�;,�mz..--^cnar-�tancu.�4�^m^amE�.:urs^e�rra-ou^?�^.x:°°.�efafiS^�..Sl'�'1.."*^s'•i#PFSC3_SGP411i'.1tt!:kill 1?'EAIPT4^4`CLdGCI;tJ,"i9R3L21��951"3'T.x'�"�^�.�^I4Py*IIS"'+v14fIILfIE�".�i�!I'�I7WiCudC4:.'CII�I@4;S7PP�itY'L?fl7IL•70Y�&iIJIF!kl'iPl[3 YC2'66.M1m�'14%1:1tsL"ISR?)?QT.%°:"^+�I`W+"^TtS
❑
❑
❑ ❑
❑ ❑
❑
1-1
El
El
❑
❑
E]El
❑
❑ ❑..�
❑
❑
0
w
w .
w
Q
❑.�
❑ ❑'�
0
❑
Q
❑
E
❑
❑
❑
❑
❑
0
❑ ❑'❑�
❑
❑
Z
Q.❑
o%
Z
Z
El
El
El
0
D
0.0
❑
cu
a
z°
a�i
z° .
N
-
I
V
ac
.o
3
fo
w
C
a)
ca
ca
L -
.,
^
_cu
a)
!�
a)
E
3
CD
(0
y
0
❑_
O
N
\
Ch
O
O
�.
Cl.L
rL-+
.
N
O
o
a
C'
L
"
N
m
Y
y
c
'O
'O
m
o
�
O
U
y
a>
-0
o
L
Co
i..
ai
❑
C
c y
o
o
m
ami
E
a>
a>
40-
'a
N
aci
O
° m
o o
co
m
o
m
1°
a)
O
O
(D
(a.�
`
a) 4 'a)
a)
y
«
a)
y
a)
N
0
a)
�
U.
Q
Q
y
y.
o
U)l
N
❑-
a)
...
M
-
a) -.
-
i
�
U
•X
P,
P•
O
O
j
C
Cl.
.0
d
C
P
`
>
>
Cl.
a)..
cc
•L)
y
o
•o
-
7
y
N.
.�CL
L
p
CD
C
ca
m
i
m
O
G
•y
U
O.
a)
ca
,�
o
Cl.
r
g
"
U�.
>
C
L
0
a)
U)
o
.y+
X
5
Cl,
0)
ID
I
�_.
'00 .
Q•
N
a)
oCL
y.
O
y
a)
m
a)
❑.
- m
c
o
O
.2
U
.. a3
�
. C.
C
.L ..y
U
a>
a>
a>
o
a>
c
3
n .
..
N
I >
a>
a>
a>
o
a>
_...
o

Permit: NC0,086223 Owner -Facility:
Advi Village VWVfP
Inspection Date: 09/29/2015 Inspection Type:
Compliance Sampling
Disinfection- Tablet. - ::. : _
'Yes No NA NE
Is the contact. chamber free of growth, or sludge buildup?
❑
❑
❑
Is there chlorine residual prior to de -chlorination?
❑
❑
❑
Comment:
De-dhlorination
Yes No NA NE
-Type of system ?
Tablet
Is the feed ratio proportional to chlorine amount (1 to 1)?
❑
❑
M
❑
Is storage appropriate for cylinders?
❑
❑,
M
'❑
# Is de -chlorination substance stored away from chlorine containers?
❑
El
0
❑
Comment'
Are the tablets the proper size and type?
0
❑
❑
❑
Are tablet de -chlorinators operational?
0
❑
❑
❑
Number of tubes in use?
4,
Comment:
i
I
Page# 5

..AC23074 NC DWR WaterSciences Section-Chemistry Ga6oratory ResuCts
County: TRANSYLVANIA
de ID:
AC23074
River Basin FRB
PO Number #
ARID
Report To ARO .
Date Received:
09/29/2015
-Collector: K JIMISON
Ti m a Received:
11 35
Region: ARID
3iS)fdII O{llral�CiC%SOWCLS
Labworks LoginlD
KJIMISON2
Final Report Date:
11/17/15
Sample Matrix: WASTEWATER
Loc. Type: EFFLUENT
Filial Report
Report Print Date:
12/08/2015
Emergency Yes/No
VisitlD
COC Yes/No
Loc. Descr.: ADVENTURE VILLAGE WWTP
Location ID: NCO086223
Collect Date: 1 09/29/2015'
Collect Time: 08:40
Sample Depth
If this report is labeled preliminary report, the results have not been validated.
Do not use for Regulatory purposes.
CAS # Analyte Name
PQL Result/ Units
Method
Anal validated by. .
Qualifier
Reference
Date
ethers
Sample temperature at receipt by lab
3.0
'C
9/29/15
`- RBYRD
BOD, 5-Day in liquid
2.0
_ 25
mg/L APHA5210B
10/1/15'
ESTAFFORD1.
Residue_ Suspended in liquid
6.2
34
mg/L APHA2540D-20th
10/2/15
ESTAFFORD1
Alkalinity to pH 4.5 of liquid
_TITLE_
mg/L as CaCO APHA2320B-20th.
10/12/1,
ESTAFFORD1
Alkallnity4.5
1.0
120
mg/Las CaCO APHA232013-20th
10/12/1! ` ESTAFFORD1
Alkallnity8.3
1.0
1 U
mg/L as CaCO APHA2320B-20th
'10/12/11
ES. TAFFORD1
Bicarbonate
1.0
120 '
mg/L as CaCO APHA2320B-20th.
10/12/1;
ESTAFFORD1
Carbonate
1.0
1 U
mg/Las CaCO APHA23206-20th _
10/12/1:
ESTAFFORD1
OH Alkalinity
6.5
mg/L as CaCO APHA232013-20th
10/12/1f
ESTAFFORD1
r _ ,
WSS Chemistry Laboratory>> 1023 Mail Service Center,'Raleigh, NC 27699-1623 (91.9) 733-3908
For a detailed description of the oualifier codes refer to-<httD://Dort,al.ncdenr,.ors/w6b/wa/ODs/methods-and-nals>
Page 1 of 1

AC23075 XC D VV R WaterSciences Section -Chemistry La6oratory 12esufts
County: TRANSYLVANIA )le ID: AC23075
River Basin FRB PO Number #, ARO
Report To ARO Date Received: 09/29/2016
Time Received: 11:35
. , Collector: K JIMISON .
Labworks LoginlD KJIMISON2
Region: ARO D[yI<510110 WC:R4SbUIC£S, Final Report Date: 1,0/20/15
Sample Matrix: WASTEWATER
Lob. Type: EFFLUENT Final Report Report Print Date: 12/08/2015
Emergency Yes/No VisitlD
COC Yes/No
Loc. Descr.: ADVENTURE VILLAGE WWTP
Location ID: NCO086223 Collect Date: 09/29/2015 Collect Time: 68:50 Sample Depth '
If this, report. is labeled preliminary report, the results have not been validated. Do not use for Regulatory purposes,
CAS # Analyte Name PQ� Result/ - Units Method Anal sis Validated by
Qualifier Reference . Date •
Others .
I
Sample temperature at receipt by lab 3.0 °C 9129/15 RBYRD
Coliform, MF Fecal in liquid 1 12 B1 CFU/100ml APHA9222D-20th 9129/15 ESTAFFORD1
r
i
l
i
p
~ f
,
P
E
a
WS8 Chemistry Laboratory>> 1623 Mail Service Center, Raleigh, NC 27690-1623 [phone]:
<hUD://nortal.ncdenr.org/web/wa/ODs/methods-and-nals>
Fore detailed description of the;aualifier codes refer to I
i
Page 1 of 1

AGZ3ur6 AC (I)WW WaterSciences Section-Chemistry Gadoratory Wesults
County: TRANSYLVANIA. „ , , )le ID: AC23076
River Basin FRB = PO Number # ARO
Report To ARO Date Received: 09/29/2016
Collector: - K JIMISON - . r — -- -
_._..._ .
Ti
Received: 1 :35
Region: ARO
Labwork' LoginlD KJIMISON2
Dlivtslun,of Wt:ROv�CPSFinal Report Date: 11/17/15 '
Sample Matrix:WASTEWATER Report Print Date: 12/08/201.5
Loc. Type: Influent Final Report
Emergency Yes/No VisitlD
COC Yes/No .
Loc. Descr.:.ADVENTURE VILLAGE WWTP
Location ID: NC0086223 Coilect Date: 09/29/2015 Collect Time: 09 00 Sample Depth
If this report is labeled preliminary report, the results have not been validated. Do not use for Regulatory purposes.
CAS # Analyte Name pQL Result/ Units
Qualifier
Others
Method Analysis Validated by
Reference Date
Sample temperature at receipt by lab
3.0
°C
9/29115
RBYRD
BOD, 5-Day in liquid
. 2.0
190
mg(L APHA5210B
10/1/15
ESTAFFORDI .
Residue_ Suspended In IlgUld
6,2 .•
290
mg/L APHA2540D-20th
10/2/15
ESTAFFORDI
Alkalinity to pH 4.5 of liquid
TITLE_,
mg/L as CaCO APHA2320B-20th
10/12/1!
ESTAFFORDI.
Alkalinity4.5
1.0
230
mg/L as CaCO APHA2320B-20th
10/12/1E
ESTAFFORDI
Alkalinity8.3
1.0
1 U
mg/L as CaCO APH.A2320B-20th
i 10/12/1'
ESTAFFORD.1
Bicarbonate
1.0
230
mg/L as CaCO APHA2320B-20th
10/12/V
ESTAFFORD1
Carbonate
1.0
1. U
mg/L as CaCO APHA2320B-20th
10/12/1(
ESTAFFORDI
pH Alkalinity
6.7
mg/L as CaCO APHA2320B-20th
10/12/1!
ESTAFFORDI
0
t
WSS Chemistry Laboratory>> 1623,Mail;$ervice Center, Raleigh, NC 27699-1623 [phone]
For a detailed description or the qualifier codes referta<httD://D6rtal.ncdenr.org/web/wo/oi)s/methods-and-Dals>
Page 1 of 1

r Hwz'wit JYC M�1 Water Sciences'Section-Chemistry La6oratory 12esufts
County:
TRANSYLVANIA
River Basin
FRB
Report To
ARO.
Collector:
K JIMISON -
Region:
ARO
Sample Matrix: WASTEWATER
Loc. Type: AERATION BASIN
Emergency Yes/No
COC Yes/No
IDivlsiari b Water Resources
VisitlD
Final Report
pie ID:
AC23077
PO Number#
ARO ,
Date Received:
09/29/2015
Time -Received:
11:35
Labwo(Ks Login'iD
KJIMISON2
Final Report Date:
11/17/15
Report Print Date:
12/08/2015
Loc. Descr.: ADVENTURE VILLAGE WWTP-AERATION BASIN
Location ID: NCO086223_AB Collect Date: 09/29/2015 Collect Time: 09:15 Sample Depth
If this report is labeled preliminary report, the results have not been validated. Do not use for Regulatory purposes.
CAS # Analyte Name PQL Result/ Units Method Analysis Validated by
Qualifier Reference Date
Others
Sample temperature at receipt by lab
3.0
°C
9/29/15
RBYRD
Alkalinity to pH 4.5 of liquid
_TITLE_
mg/L as CaC0 APHA2320B-20th
10/12/1(
ESTAFFORD1
Alkalinity4.5
1.0
490
mg/L as CaCO APHA2320B-20th
10/12/1!
ESTAFFORD1
Alkalinity8.3
1.0
1 U
mg/L as CaCO APHA23206-20th
10/12/1'.
ESTAFFORD1
Bicarbonate
1.0
490
mg/L as CaCO APHA23206-20th
10/12/1!
ESTAFFORD1
Carbonate
1.0
1 U
mg/L as CaCO APHA2320B-20th
10/12/1!
ESTAFFORD1
pH —Alkalinity
6.9
mg/L as CaCO APHA2320B-20th
10/12/1!
ESTAFFORD1
WSS Chemistry Laboratory>> 1623 Mail Service Center, Raleigh, NC 27699-1623. [phone]
For a detailed description of the qualifier codes refer to <httD://Dor tal.ncdenr.oTp-/WOb/WQ/ODs/methods-an -DCIIS>
Page 1 of 1

NCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor..
Mr. A. Dale Owen
15 Adventure Ridge Road
Brevard, North Carolina 28712
- Dear Mr. Owen:
Donald R. van der Vaart
Secretary
May 13, 2015
Subject: NOTICE OF VIOLATION
NOV-2015-LV-0313
Permit No. NCO086223
Adventure Village WWTP
Transylvania County
A review of Adventure Village WWTP's monitoring report for February 2016 showed the following
violation:
Parameter
Date
Limit Value
Reported Value
Limit Type
Coliform, Fecal MF, M-FC •
Broth,44.5C
02/25/2015
400.00
#/10oml
600.00 #/100mI
Daily Maximum
Exceeded
Remedial actions, if not already implemented, should be taken to correct any problem. Since the
comments section on the reverse of the relevant DMR provided an adequate explanation for the subject
violation, it is not requested that a response be submitted.
The Division of Water Resources may pursue enforcement action for this and any additional violations
of State law.- If you should have any questions, please do not hesitate to contact Janet Cantwell or me
at 8281296-4500.
Sincerely,
G. Landon Davidson, P.G., Regional Supervisor
Water Quality Regional Operations, NCDENR
Asheville Regional Office
ScA.IIII&MI—S1i i!'
MSC 1617-Central Files -Basement
Trevor C. McMinn/ ORC
G:\WR\WQ1Transylvania\Wastewater\Minors\Adventure Village 86223\NOV-2015-LV-0313.doc
Water Quality Regional Operations —Asheville Regional Office
2090 U.S. Highway 70, Swannanoa, North Carolina 28778
Phone:[phone] Fax: [phone]
Internet: hdp://portal.ncdenr.org/web/wq
An Equal Opportunity/ Affirmative Action Employer

pppppp�
I
Cantwell, Janet
From: Trevor McMinn <[e-mail]>
Sent: Friday, December 19, 2014 10:58 AM
To: Cantwell, Janet
Subject: Emailing: AV response NOV-2014-LV-0532
Attachments: AV response NOV-2014-LV-0532.pdf
Janet,
Attached please find a copy of the Violation reponse for the subject above. I received the mailing yesterday
but the letter is dated 12/12/14.. With the holiday mail I didn't want to take a chance on the 10 day period.
Also Dale received his copy of the violation letter OK at the 15 Adventure Ridge Road address, so maybe the
Post Office has fixed that issue.
Thank You.
Trevor McMinn
Your message is ready to be sent with the following file or link attachments:
AV response NOV-2014-LV-0532
Note: To protect against computer viruses, e-mail programs may prevent sending or receiving certain types of
file attachments. Check your e-mail security settings to determine how attachments are handled.
1

Pat McCrory
Governor
_&jai
NC®ENR
North Carolina Department of Environment and Natural Resources
J01111 E varla, III
retary
December 12, 2014
CERTIFIED MAIL
RETURN RECEIPT REQUESTED 7012 1010 0002 1965 7932
Mr. A. Dale Owen
Adventure Village WWTP
15 Adventure Ridge Road
Brevard, North Carolina 28712
Subject: Notice of Violation and
Recommendation for Enforcement
Tracking #: NOV-2014-LV-0532
Adventure Village WWTP
NPDES Permit No. NCO086223
Transylvania County
Dear Mr. Owen:
A review of the May 2014 self -monitoring report for the subject facility revealed violations of the
following parameters:
Date
Outfall
Parameter
Reported Value
Permit Limit
05/31/2014
001
BOD
35.67 mg/ 1
30 mg/ 1
05/31/2014
001
Ammonia Nitrogen
11.2 mg/ 1
5.6 mg/ 1
A Notice of Violation/ Notice of Recommendation for Enforcement (NOV/ NRE) is being issued for the
noted violation of North Carolina General Statute (G.S.) 143-215.1 and NPDES Permit No. NC0086223.
Pursuant to G.S. 143-215.6A, a civil penalty of not more than twenty-five thousand dollars ($25,000.00) may be
assessed against any person who violates or fails to act in accordance with the terms, conditions, or
requirements of any permit issued pursuant to G.S. 143-215.1. If you wish to provide additional information
regarding the noted violation, request technical assistance, or discuss overall compliance please respond in
writing within ten (10) days after receipt of this Notice. A review of your response will be considered along
with any information provided on the May 2014 Discharge Monitoring Report. You will then be notified of any
civil penalties that may be assessed regarding the violations. If no response is received in this Office within
the 10-day period, a civil penalty assessment may be prepared.
Water Quality Regional Operations — Asheville Regional Office
2090 U.S. Highway 70, Swannanoa, North Carolina 28778
Phone: [phone] FAX: [phone]
Internet: http://portal,ncdenr.org/web/wq
An Equal Opportunity/ Affirmative Action Employer

Mr. A. Dale Owen
December 12, 2014
Page Two
Remedial actions, if not already implemented, should be taken to correct any problems. The Division of
Water Resources may pursue enforcement actions for this and any additional violations. If the violations are of
a continuing nature, not related to operation and/or maintenance problems, and you anticipate remedial
construction activities, then. you may wish to consider applying for a Special Order by Consent. You may
contact this office for additional information.
If you have questions concerning this matter, please do not hesitate to contact Janet Cantwell or
me at 828/296-4500.
Sincerely,
G. Landon Davidson, P.G., Regional Supervisor
Water Quality Regional Operations, NCDENR
Asheville Regional Office
cc: WQ Asheville Files
MSC 1617-Central Files -Basement
WQ Enforcement/ NPDES Point Source Branch
Trevor McMinn/ ORC
C3 Village 3t>22=\NOV-NfiE-2014-LV-0S32.due

lilrlit Violafians ` trton#toiirlg v�Q#at cans Reporting Viol3t ons t titer iotations „ .
PermtJC4{}86223 Detajls S4C, °`DL�tl futonitorng Report fJ201d #t#
Pacdity denture Viitage wwrP, L?etarls Regian nevi##ems ` County rar s #vani
Owner , Otnren Dale Pvlafnta�n Incident , Defails... inspect'Dt f�etaais_--
��,
.9 e
aaft R�`SReF�teiAs { Fad �epart
-_ - _. _
Oulf::. 'Location , *Parameter 3 Date #Manual � Description SOC � � Limit !YGalcu ..1 tlnrt 35 Oven
001 Effluent BOD, 5-Day (2-_ 0513112014 E] Monthly Average... E] 30 35.67 .._ mgA 18.888... �
E001 Effluent N#troaen; Am.-. 05131/2014 R Monthly Average--- I'=I 5.6 11.2 ...- mah 10O
4
Add:
E,iii]
10itlat� 5
#s (dale, N s
#n ttat Es�tarcer? e t
to tiat Len Viand
Save F e is at
D tP.
Help f��rirstr�Gancel^
1tV10)Is,10' s #Ound ;Ready � 5�'mmL'Li f t
d,

��-17 9 Ls
NCDENR a
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
Donald R..van der Vaart
June 16, 2015
Mr. A. Dale Owen
15 Adventure Ridge Road
Brevard, North Carolina 28712
Subject: NOTICE OF DEFICIENCY
NOD-2015-LV-0052
Permit No. NCO086223
Adventure Village WWTP
Transylvania County
Dear Mr. Owen:
Secretary
A review of Adventure Village WWTP's monitoring report for April 2015 showed the following
violation:
Parameter.
Date
Limit Value
Reported Value
Limit Type
BOD, 5-Day (20 Deg. C) -
Concentration
04/21/2015
45.0 mg/I
47.0 mg/I
Daily Maximum
Exceeded
Remedial actions, if not already implemented, should be taken to correct any problem. Since the
comments section on the reverse of the relevant DMR provided an adequate explanation for the subject
violation, it is not requested that a response be submitted.
The Division of Water Resources may pursue enforcement action for this and any additional violations
of State law. If you should have any questions, please do not hesitate to contact Janet Cantwell or me
at 828/296-4500.
Sincerely,
G. Landon Davidson, P.G., Regional Supervisor..
Water Quality Regional Operations, NCDENR
Asheville Regional Office
,WMWW AZ'shevllle Files
MSC 1617-Central Files -Basement
Trevor McMinn/ ORC
G \WR\WO\Transylvania\Wastewater\Minors\Adventure Village 66223\NOD-2015-LV-0052
doc
Water Quality Regional Operations — Asheville Regional Office
2090 U.S. Highway 70, Swannanoa, North Carolina 28778
Phone: [phone] Fax: [phone]
Internet: http://portal.ncdenr.org/web/wq
An Equal Opportunity/ Affirmative Action Employer .

RE C
ENVIRONMENTAL I =MAINTENANCE. *-CONSTRUCTION
2020 Howard Gap' Road,
Hendersonville; N.C. 28'7 42
Phone (829j6964971
2112115
NCDENR
DWQ-SWP
Attm, 6. Landon Davidson
! 2090.U.S.,Highway 70
..: Swannanoa; NC 28788
Mr. Davidson:
In re and o - � ti 08,f U MVentare n 1a W iTP (permit #NC0086223) we, offer the
g.
following expl
E In August 201.4 this facility had a high BOD.resulting,k a daily violation. There was no previous high,BOD
or a, reoccurrence of the problem This one slipped out without the non-compliance box checked. Weare
constantly looking for ways to improve our.service, extxa care will be given that this does:not happen in the.
"• future.
Your understanding,in.this matter is greatly appreciated.
r If Lcan be of further assistance please.don't hesitate_ to call.

P r
Cantwell, Janet
From:
Trevor McMinn <[e-mail]>
Sent:
Thursday, February 12, 2015 12:56 PM
To:
Cantwell, Janet
Subject:
Emailing: AV Violation responce 8-2014
Attachments:
AV Violation responce 8-2014.pdf
Janet this one slipped by without the non compliant box being checked as well I'll try to do better job with
this. Attached is the Violation Response.
Trevor McMinn
Your message is ready to be sent with the following file or link attachments:
AV Violation responce 8-2014
Note: To protect against computer viruses, e-mail programs may prevent sending or receiving certain types of
file attachments. Check your e-mail security settings to determine how attachments are handled.

TREVC®
ENVIRONMENTAL * MAINTENANCE * CONSTRUCTION
2020 Howard Gap Road
Hendersonville, N.C. 28792
Phone[phone]
Fax[phone]
12/19/14
NCDENR
DWQ-SWP
Attn: G. Landon Davidson
2090 U.S. Highway 70
Swannanoa, NC 28788
Mr. Davidson: ,,�IT
In regard to NOV-2 1-LV-0532 for Adventure Village WWTP (permit #NC0086223) we offer the
following explanation:
In May 2014 the facility had a problem with BOD and Ammonia nitrogen 5/31/14. During the last two
years the Campground has had extremely low flow/ business. This low flow caused the solids to be
consumed and not replaced. A load of seed (solids) was brought on sight as soon as we were aware of the
situation. The plant returned to compliance as of the 6/4/14 sampling. We have not seen the BOD problem
return. Ammonia is treated at the plant with sodium bicarbinate. Our low ammonia limit requires heavy
dosing of this chemical which can threaten our BOD limit. The return of normal sludge levels seem to help
balance these issues. I will recommend continued seeding of the plant to the owner in spring as business
returns to the campground.
Please be assured that every avenue to return the facility to compliance has being explored and
implemented.
Your understanding in this matter will be greatly appreciated.
If I can be of further assistance please don't hesitate to call.
incerely,
Trevor C. McMinn
YME
DEC 1 9 2014
Water ®uality Regional Operations
Asheville Regional Office

Pat McCrory
Governor
T;® e _ l [' L
I
v I
NCDENR - tJ
North Carolina Department of Environment and Natural Resources
December 12, 2014
CERTIFIED MAIL
RETURN RECEIPT REQUESTED 7012 1010 0002 1966 7932
Mr. A. Dale Owen
Adventure Village WWTP
15 Adventure Ridge Road
Brevard, North Carolina 28712
Subj ect: Notice of Violation and
Recommendation for Enforcement
Tracking #: NOV-2014-LV-0532
Adventure Village WWTP
NPDES Permit No-. NCO086223
Transylvania County
Dear Mr. Owen:
Avarla, III
e l
A review of the May 2014 self -monitoring report for the subject facility revealed violations of the
following parameters:
Date
Outfall
Parameter
Reported Value
Permit Limit
05/31/2014
001
BOD
35.67 mg/ 1
30 mg/ 1
05/31/2014
001
Ammonia Nitrogen
11.2 mg/ 1
5.6 mg/ 1
A Notice of Violation/ Notice of Recommendation for Enforcement (NOV/ NRE) is being issued for the
noted violation of North Carolina General Statute (G.S.) 143-215.1 and NPDES Permit No. NC0086223.
Pursuant to G.S. 143-215.6A, a civil penalty of not more than twenty-five thousand dollars ($25,000.00) may be
assessed against any person who violates or fails to act in accordance with the terms, conditions, or
requirements of any permit issued pursuant to G.S. 143-215.1. If you wish to provide additional information
regarding the noted violation, request technical assistance, or discuss overall compliance please respond in
writing within ten (10) days after receipt of this Notice. A review of your response will be_considered along
with any information provided on the May 2014 Discharge Monitoring Report. You will then be.notified of any
civil penalties that may be assessed regarding the violations. If no response is received in this Office within
the 10-day period, a civil penalty assessment may be prepared.
Water Quality Regional Operations — Asheville Regional Office
2090 U.S. Highway 70, Swannanoa, North Carolina 28778
Phone: [phone] FAX: [phone]
Internet: http://portal.ncdenr.org/webAvq
An Equal Opportunity/ Affirmative Action Employer
IF
[i

Mr. A. Dale Owen
December 12, 2014
Page Two
Remedial actions, if not already implemented, should be taken to correct any problems. The Division of
Water Resources may pursue enforcement actions for this and any additional violations. If the violations are of
a continuing nature, not related to operation and/or maintenance problems, and you anticipate remedial
construction activities; then you may wish to consider applying for a Special Order by Consent. You may
contact this office for additional information.
I€ you have questions concerning this matter, please do not hesitate to contact Janet Cantwell or
me at 828/296-4500.
Sincerely,.
G. Landon Davidson, P.G., Regional Supervisor
Water Quality Regional Operations, NCDENR
Asheville Regional Office
C��?9rs}z�le�Files-----
MSC 1617-Central Files -Basement
WQ Enforcement/ NPDES Point Source Branch
Trevor McMinn/ ORC
G'`:1'R\4VQ';Cransylvania\Waste rater Minorst:ld;;murz Village 86233MV-NRG-2014-LV-0i32.doc

NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue
Governor
A. Dale Owen, Managing Member
Adventure Village
15 Adventure Road
Brevard, North Carolina 28712
Dear Mr. Owen:
Coleen H. Sullins
Director
July 26, 2011
Dee Freeman
:Secretary°
E C E VE
3 Fri
AUG 1 6 2011
1
WATER QUALITY SECTION
P,SHEVIL LE R, . AL OFFICE t
Subject: Issuance of NPDES PERMIT NCO086223
Adventure Village WWTP - Class 2
Transylvania County
The Division of Water Quality (the Division) hereby issues the attached NPDES permit for the
subject facility. We issue this permit pursuant to the requirements of North Carolina General
Statute 143-215.1 and the Memorandum of Agreement between North Carolina and the U.S.
Environmental Protection Agency dated October 15, 2007, or as subsequently amended. _
The Division understands that the parameters MBAS and Oil & Grease were included in your
previous permit to monitor effluent from a proposed restaurant not built/no longer proposed. We
have therefore granted your request to discontinue monitoring.
We also note that you have made no significant changes to your wastewater treatment system since
last renewal. Therefore the Division has made only minor alterations to your permit. We have
updated your facility description, your facility map, and added analytical parameter codes to the
effluent -monitoring page for your convenience. Finally, we have added Ammonia Nitrogen Daily
Maximum limits, consistent with revised permitting policy statewide [see Section A. (1.)].
If any parts, measurement frequencies, or sampling requirements contained in this permit are
unacceptable, you have the right to an adjudicatory hearing, upon written request submitted within
thirty (30) days after receiving this letter. Your request must take the form of a written petition
conforming to Chapter 150B of the North Carolina General Statutes, and you must file it with the
office of Administrative Hearings, 6714 Mail Service Center, Raleigh, North Carolina 27699-
6714. Unless such a demand is made, this permit shall be final and binding.
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
NorthCarolina
Naturally
An Equal Opportunity 1 Affirmative Action Employer

This permit is not transferal _ _xcept after notifying the Division of ly� ___ Quality. The Division
may require permit modification, or revocation and re -issuance. Please note that this permit does
not affect your legal obligation to obtain other permits required by the Division of Water Quality,
the Division of Land Resources, the Coastal Area Management Act, or other federal or local
governments.
If you have questions, or if we can further assist you, please contact Joe Corporon at
[ioe.corporonQncdenr.gov]or call [phone].
Coleen H. Sullins
Enclosure: NPDES Permit NCO086223 (FINAL)
he: Central Files
NPDES Program Files
FARO/SWPS, Attu Wanda Frazie
ec: CG&L Attn: Kim Colson
Aquatic Toxicology Unit, Attn: Susan Meadows
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.ncwaterqualit .org
An Equal Opportunity 1 Affirmative Action Employer
W A�TF9
Nne
orthCarohna

A'
Permit NC0086223
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
PERMIT
TO DISCHARGE WASTEWATER UNDER THE
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
(NPDES)
In compliance with the provisions 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,
A. Dale Owen
is hereby authorized to discharge wastewater from a facility located at the
Adventure Village WWTP
15 Adventure Ridge Road, Brevard
Transylvania County
to receiving waters designated as Peter Weaver Creek in the French Broad River Basin in accordance
with effluent limitations, monitoring requirements, and other conditions set forth in Parts I, If, III and
IV hereof.
This permit shall become effective September 1, 2011.
This permit and authorization to discharge shall expire at midnight on September 30, 2015.
Signed this day July 26, 2011.
//r G
C en H. Sullins, Dire--.-
Division of Water Quality
By Authority of the Environmental Management Commission

Permit NCO086223
SUPPLEMENT TO PERMIT COVER SHEET
All previous NPDES Permits issued to this facility, whether for operation or discharge are hereby
revoked, and as of this issuance, any previously issued permit bearing this number is no longer
effective. Therefore, the exclusive authority to operate and discharge from this facility arises under the
permit conditions, requirements, terms, and provisions included herein.
A.Dale Owen
is hereby authorized to :
1. continue to operate a 0.020 MGD extended -aeration, steel, package wastewater treatment plant
(WWTP), consisting of dual -trains in parallel utilizing:
• flow splitter box
• dual 5,000-gallon flow equalization basins with diffused -air and manual bar screens
• dual 20,000-gallon aeration basins with diffused -air blowers
• dual 5,000-gallon hopper -type clarifiers (each with air-lift sludge returns and skimmer)
• dual 5,000-gallon aerobic digesters
• dual tablet chlorinators;
• dual 750-gallon chlorine -contact chambers
• dual tablet dechlorinators
• meter box with ultrasonic flow meter
• 60-degree v-notch weir
• emergency back-up generator
located at Adventure Village, 15 Adventure Road, Brevard, off U.S. Highway 64 north of Rosman
in Transylvania County, and
2. after receiving an additional Authorization to Construct permit, construct facilities not to exceed
0.035 MGD, and after submitting an Engineer's Certification form and receiving Authorization to
Operate,
3. discharge from said treatment works via Outfall 001, a location specified on the attached map, into
Peter Weaver Creek [stream segment 6-10], a waterbody currently classified C; Trout within
Subbasin 04-03-01 of the French Broad River Basin.

1♦
pry. r 4 �. ,-� � • - , r' • i �.,..,;
� '� lr /ram j // \ ���: ��\ � 1 4`=-•. �:
�� Peter Weaver Creek
�Outfa11001
dark
11 veya
°► � f I r 1 Ai
yr -t /f I/I �/i ��\'`,. •� r�.f+ �� "3 0 lJrE-irl- ��'�_'.— r' J _ .i'•J '`2160J
• , 6: < > c'W ti ne ter
Uk
Frerich:Broad J'ye
s
is � rr I �� . ��_. • , \ � I { � ��:t
_ _ — •� . J
a
r.
T.JS HWY64
} , 1388LU
.t
`CllrbStratioYi
•'tWate�r
,1
A. Dale ®wen Facility f `'r `t ,2,......
Adventure Village WWTP Location
g not to scare
Latitude: N35° 09' 51" State Grid/USGS Ouad: G7NE / Rosman, NC
Longitude: W82° 48' 55" Permitted Flow: 0.020 / 0.035 MGD NPDES Permit NCO086223
Stream Class: C; Trout Receiving Stream: Peter Weaver Creek [6-10] North
Sub -Basin: 04-03-01 Drainage Basin: French Broad River Basin Transylvania County

Permit NCO086223
A. (I.) EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS
During the period beginning on the permit effective date and Authorization to Operate, and lasting
until expansion above 0.020 MGD or expiration, the Permittee is authorized to discharge from
Outfall 001. Such discharges shall be limited and monitored by the Permittee as specified below:
EF'LH>ENT
IIIVIITS
MO1vIT,QRING'1ZEQ><JIREIVIENTS
CHARACTERISTICS
Monthly
Daily
;Measurement
Sample
Sample
1;.}[Pararleter Codes]
Average `
; Maximum
Frequency i
: r ype " _
Location:"
Flow
0.020 MGD
Daily
Recording
Influent or
[50050]
Effluent
Temperature (°C)
Daily
Grab
Effluent
[00010]
Total Residual Chlorine
28 µg/L
2/Week
Grab
Effluent
[50060]
BOD, 5-day (20°C)
30.0 mg/L
45.0 mg/L
Weekly
Composite
Effluent
[C0310]
Total Suspended Solids
30.0 mg/L
45.0 mg/L
Weekly
Composite
Effluent
[C0530]
NH3 as N (Apr 1 — Oct 31)
5.6 mg/L
28.0 mg/L
Weekly
Composite
Effluent
[C0610]
NH3 as N (Nov 1— Mar 31)
16.9 mg/L
35.0 mg/L
Weekly
Composite
Effluent
[C0610]
Dissolved Oxygen
Weekly
Grab
Effluent
[00300]
Fecal Coliform (geometric mean)
200 / 100
400 / 100
Weekly
Grab
Effluent
[316161
ml
ml
pg1
Not < 6.0 nor > 9.0
Weekly
Grab
Effluent
[00400]
standard units
Footnote:
1. Total Residual Chlorine (TRC) - The Division shall consider all effluent TRC values reported below
50µgIL to be compliant with this permit. However, the Permittee shall continue to record and submit all
values reported by a North Carolina -certified laboratory (including field certified), even if these values
fall below 50µg/L.
Condition: The Permittee shall discharge no floating solids or foam.

Permit NCO086223
A. (2.) EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS
During the period beginning after expansion above 0.035 MGD and lasting until expiration, the
Permittee is authorized to discharge from Outfall 001. Such discharges shall be limited and monitored
by the Permittee as specified below:
EFI+'L , NT
= :LIlOTiTS
"M,ONITORING REQUIREMENTS .
CIIARACTERISTICS4
Monthly
.Daily
1Vleasurement-.
Sample
Sample-t t
[Parameter Codes] _
Average
:- Maximum „
`Frequency; .
_ Type ; :
Location.
Flow
0.035 MGD
Daily
Recording
Influent or
[500501
Effluent
Temperature (°C)
Daily
Grab
Effluent
[000101
Total Residual Chlorine
28 µg/L
2/Week
Grab
Effluent
[50060]
BOD, 5-day (20°C)
[C0310]
30.0 mg/L
45.0 mg/L
Weekly
Composite
Effluent
Total Suspended Solids
[C0530]
3 0. 0 mg/L
45.0 mg/L
Weekly
Composite
Effluent
NH3 as N (Apr 1 — Oct 31)
5.6 mg/L
28.0 mg/L
Weekly
Composite
Effluent
[C0610]
NH3 as N (Nov 1— Mar 31)
16.9 mg/L
3 5. 0 mg/L
Weekly
Composite
Effluent
[C0610]
Dissolved Oxygen
Weekly
Grab
Effluent
[00300]
Fecal Coliform (geometric mean)
200 / 100
400 / 100
Weekly
Grab
Effluent
[31616]
ml
ml
pH 1
Not < 6.0 nor > 9.0
Weekly
Grab
Effluent
[00400]
standard units
Footnote:
1) Total Residual Chlorine (TRC) - The Division shall consider all effluent TRC values reported below
50µg/L to be compliant with this permit. However, the Permittee shall continue to record and submit all
values reported by a North Carolina -certified laboratory (including field certified), even if these values
fall below 50µg/L.
Condition: The Permittee shall discharge no floating solids or foam.

)ES Permit Standard Conditions
Page 1 of 18
PART II
STANDARD CONDITIONS FOR NPDES PERMITS
Section A. Definitions
2/Month
Samples are collected twice per month with at least ten calendar days between sampling events. These samples
shall be representative of the wastewater discharged during the sample period.
3/Week
Samples are collected three times per week on three separate calendar days. These samples shall be representative
of the wastewater discharged during the sample period.
Act or "the Act"
The Federal Water Pollution Control Act, also known as the Clean Water Act (CWA), as amended, 33 USC 1251, et.
seq.
Annual Average
The arithmetic mean of all "daily discharges" of a pollutant measured during the calendar year. In the case of fecal
coliform, the geometric mean of such discharges.
Arithmetic Mean
The summation of the individual values divided by the number of individual values.
Bypass
The known diversion of waste streams from any portion of a treatment facility including the collection system,
which is not a designed or established or operating mode for the facility.
Calendar Day
The period from midnight of one day until midnight of the next day. However, for purposes of this permit, any
consecutive 24-hour period that reasonably represents the calendar day may be used for sampling.
Calendar Week
The period from Sunday through the following Saturday.
Calendar Quarter
One of the following distinct periods: January through March, April through June, July through September, and
October through December.
Composite Sample
A sample collected over a 24-hour period by continuous sampling or combining grab samples of at least 100 ml in
such a manner as to result in a total sample representative of the wastewater discharge during the sample period.
The Director may designate the most appropriate method (specific number and size of aliquots necessary, the time
interval between grab samples, etc.) on a case -by -case basis. Samples may be collected manually or automatically.
Composite samples may be obtained by the following methods:
(1) Continuous: a single, continuous sample collected over a 24-hour period proportional to the rate of flow.
(2) Constant time/variable volume: a series of grab samples collected at equal time intervals over a 24 hour
period of discharge and combined proportional to the rate of flow measured at the time of individual
sample collection, or
(3) Variable time/constant volume: a series of grab samples of equal volume collected over a 24 hour period
with the time intervals between samples determined by a preset number of gallons passing the sampling
point. Flow measurement between sample intervals shall be determined by use of a flow recorder and
totalizer, and the preset gallon interval between sample collection fixed at no greater than 1/24 of the
expected total daily flow at the treatment system, or
(4) Constant time/constant volume: a series of grab samples of equal volume collected over a 24-hour period
at a constant time interval. Use of this method requires prior approval by the Director. This method may
Version 10/29/2010

,ES Permit Standard Conditions
Page 2 of 18
only be used in situations where effluent flow rates vary less than 15 percent. The following restrictions
also apply:
➢ Influent and effluent grab samples shall be of equal size and of no less than 100 milliliters
➢ Influent samples shall not be collected more than once per hour.
➢ Permittees with wastewater treatment systems whose detention time < 24 hours shall collect effluent
grab samples at intervals of no greater than 20 minutes apart during any 24-hour period.
➢ Permittees with wastewater treatment systems whose detention time exceeds 24 hours shall collect
effluent grab samples at least every six hours; there must be a minimum of four samples during a 24-
hour sampling period.
Continuous flow measurement
Flow monitoring that occurs without interruption throughout the operating hours of the facility. Flow shall be
monitored continually except for the infrequent times when there may be no flow or for infrequent maintenance
activities on the flow device.
Daily Discharge
The discharge of a pollutant measured during a calendar day or any 24-hour period that reasonably represents the
calendar day for purposes of sampling. For pollutants measured in units of mass, the "daily discharge' is
calculated as the total mass of the pollutant discharged over the day. The "daily discharge' concentration
comprises the mean concentration for a 24-hour sampling period as either a composite sample concentration or the
arithmetic mean of all grab samples collected during that period. (40 CFR 122.2)
Daily Maximum
The highest "daily discharge" during the calendar month.
Dail�Samplin$
Parameters requiring daily sampling shall be sampled 5 out of every 7 days per week unless otherwise specified in
the permit. Sampling shall be conducted on weekdays except where holidays or other disruptions of normal
operations prevent weekday sampling. If sampling is required for all seven days of the week for any permit
parameter(s), that requirement will be so noted on the Effluent Limitations and Monitoring Page(s).
DWQ or "the Division"
The Division of Water Quality, Department of Environment and Natural Resources.
EMC
The North Carolina Environmental Management Commission
EPA
The United States Environmental Protection Agency
Facility Closure
Cessation of all activities that require coverage under this NPDES permit. Completion of facility closure will allow
this permit to be rescinded.
Geometric Mean
The Nth root of the product of the individual values where N = the number of individual values. For purposes of
calculating the geometric mean, values of "0" (or "< [detection level]") shall be considered =1.
Grab Sample
Individual samples of at least 100 ml collected over a period of time not exceeding 15 minutes. Grab samples can be
collected manually. Grab samples must be representative of the discharge (or the receiving stream, for instream
samples).
Hazardous Substance
Any substance designated under 40 CFR Part 116 pursuant to Section 311 of the CWA.
Instantaneous flow measurement
A measure of flow taken at the time of sampling, when both the sample and flow will be representative of the total
discharge.
Version 1012912010

)ES Permit Standard Conditions
Page 3 of 18
Monthly Average (concentration limit)
The arithmetic mean of all "daily discharges" of a pollutant measured during the calendar month. In the case of
fecal coliform, the geometric mean of such discharges.
Permit Issuing Authority
The Director of the Division of Water Quality.
Quarterly Average (concentration limit)
The average of all samples taken over a calendar quarter.
Severe proper!, damage
Substantial physical damage to property, damage to the treatment facilities which causes them to become
inoperable, or substantial and permanent loss of natural resources which can reasonably be expected to occur in
the absence of a bypass. Severe property damage excludes economic loss caused by delays in production.
Toxic Pollutant:
Any pollutant listed as toxic under Section 307(a)(1) of the CWA.
Upset
An incident beyond the reasonable control of the Permittee causing unintentional and temporary noncompliance
with permit effluent limitations and/or monitoring requirements. An upset does not include noncompliance
caused by operational error, improperly designed treatment facilities, inadequate treatment facilities, lack of
preventive maintenance, or careless or improper operation.
Weekly Average (concentration limit)
The arithmetic mean of all "daily discharges" of a pollutant measured during the calendar week. In the case of
fecal coliform, the geometric mean of such discharges.
Section B. General Conditions
Duty to Comply
The Permittee must comply with all conditions of this permit. Any permit noncompliance constitutes a
violation of the CWA and is grounds for enforcement action; for permit termination, revocation and
reissuance, or modification; or denial of a permit renewal application [40 CFR 122.41].
a. The Permittee shall comply with effluent standards or prohibitions established under section 307(a) of the
CWA for toxic pollutants and with standards for sewage sludge use or disposal established under section
405(d) of the CWA within the time provided in the regulations that establish these standards or
prohibitions or standards for sewage sludge use or disposal, even if the permit has not yet been modified
to incorporate the requirement.
b. The CWA provides that any person who violates section[s] 301, 302, 306, 307, 308, 318 or 405 of the Act, or
any permit condition or limitation implementing any such sections in a permit issued under section 402,
or any requirement imposed in a pretreatment program approved under sections 402 (a) (3) or 402 (b) (8)
of the Act, is subject to a civil penalty not to exceed $37,500 per day for each violation. [33 USC 1319 (d)
and 40 CFR 122.41 (a) (2)]
c. The CWA provides that any person who negligently violates sections 301, 302, 306, 307, 308, 318, or 405 of
the Act, or any condition or limitation implementing any of such sections in a permit issued under section
402 of the Act, or any requirement imposed in a pretreatment program approved under section 402(a)(3)
or 402(b)(8) of the Act, is subject to criminal penalties of $2,500 to $25,000 per day of violation, or
imprisonment of not more than 1 year, or both. In the case of a second or subsequent conviction for a
negligent violation, a person shall be subject to criminal penalties of not more than $50,000 per day of
violation, or by imprisonment of not more than 2 years, or both. [33 USC 1319 (c) (1) and 40 CFR 122.41 (a)
(2)]
d. Any person who knowingly violates such sections, or such conditions or limitations is subject to criminal
penalties of $5,000 to $50,000 per day of violation, or imprisonment for not more than 3 years, or both. In
the case of a second or subsequent conviction for a knowing violation, a person shall be subject to criminal
Version 10/29/2010

ES Permit Standard Conditions
Page 4 of 18
penalties of not more than $100,000 per day of violation, or imprisonment of not more than 6 years, or
both. [33 USC 1319 (c) (2) and 40 CFR 122.41 (a) (2)]
e. Any person who knowingly violates section 301, 302, 303, 306, 307, 308, 318 or 405 of the Act, or any permit
condition or limitation implementing any of such sections in a permit issued under section 402 of the Act,
and who knows at that time that he thereby places another person in imminent danger of death or serious
bodily injury, shall, upon conviction, be subject to a fine of not more than $250,000 or imprisonment of not
more than 15 years, or both. In the case of a second or subsequent conviction for a knowing endangerment
violation, a person shall be subject to a fine of not more than $500,000 or by imprisonment of not more
than 30 years, or both. An organization, as defined in section 309(c)(3)(B)(iii) of the CWA, shall, upon
conviction of violating the imminent danger provision, be subject to a fine of not more than $1,000,000 and
can be fined up to $2,000,000 for second or subsequent convictions. [40 CFR 122.41 (a). (2)]
f. Under state law, a civil penalty of not more than $25,000 per violation may be assessed against any person
who violates or fails to act in accordance with the terms, conditions, or requirements of a permit. [North
Carolina General Statutes § 143-215.6A]
g. Any person may be assessed an administrative penalty by the Administrator for violating section 301, 302,
306, 307, 308, 318 or 405 of this Act, or any permit condition or limitation implementing any of such
sections in a permit issued under section 402 of this Act. Administrative penalties for Class I violations are
not to exceed $16,000 per violation, with the maximum amount of any Class I penalty assessed not to
exceed $37,500. Penalties for Class 11 violations are not to exceed $16,000 per day for each day during
which the violation continues, with the maximum amount of any Class II penalty not to exceed $177,500.
[33 USC 1319 (g) (2) and 40 CFR 122.41 (a) (3)]
2. Duty to Mitigate
The Permittee shall take all reasonable steps to minimize or prevent any discharge or sludge use or disposal in
violation of this permit with a reasonable likelihood of adversely affecting human health or the environment
[40 CFR 122.41 (d)].
3. Civil and Criminal Liability
Except as provided in permit conditions on 'Bypassing" (Part 11. C. 4), "Upsets" (Part II. C. 5) and "Power
Failures" (Part II. C. 7), nothing in this permit shall be construed to relieve the Permittee from any
responsibilities, liabilities, or penalties for noncompliance pursuant to NCGS 143-215.3,143-215.6 or Section 309
of the Federal Act, 33 USC 1319. Furthermore, the Permittee is responsible for consequential damages, such as
fish kills, even though the responsibility for effective compliance may be temporarily suspended.
4. Oil and Hazardous Substance Liability
Nothing in this permit shall be construed to preclude the institution of any legal action or relieve the Permittee
from any responsibilities, liabilities, or penalties to which the Permittee is or may be subject to under NCGS
143-215.75 et seq. or Section 311 of the Federal Act, 33 USG 1321. Furthermore, the Permittee is responsible for
consequential damages, such as fish kills, even though the responsibility for effective compliance may be
temporarily suspended.
5. Property Ri ghts
The issuance of this permit does not convey any property rights in either real or personal property, or any
exclusive privileges, nor does it authorize any injury to private property or any invasion of personal rights, nor
any infringement of Federal, State or local laws or regulations [40 CFR 122.41 (g)].
6. Onshore or Offshore Construction
This permit does not authorize or approve the construction of any onshore or offshore physical structures or
facilities or the undertaking of any work in any navigable waters.
7. Severability
The provisions of this permit are severable. If any provision of this permit, or the application of any provision
of this permit to any circumstances, is held invalid, the application of such provision to other circumstances,
and the remainder of this permit, shall not be affected thereby [NCGS 150B-231.
Version 1012912010

DES Permit Standard Conditions
Page 5 of 18
+' .
8. Duty to Provide Information
The Permittee shall furnish to the Permit Issuing Authority, within a reasonable time, any information which
the Permit Issuing Authority may request to determine whether cause exists for modifying, revoking and
reissuing, or terminating this permit or to determine compliance with this permit. The Permittee shall also
furnish to the Permit Issuing Authority upon request, copies of records required by this permit [40 CFR 122.41
(h)]
9. Du!. to ReVply
If the Permittee wishes to continue an activity regulated by this permit after the expiration date of this permit,
the Permittee must apply for and obtain a new permit [40 CFR 122.41 (b)].
10. Expiration of Permit
The Permittee is not authorized to discharge after the expiration date. In order to receive automatic
authorization to discharge beyond the expiration date, the Permittee shall submit such information, forms, and
fees as are required by the agency authorized to issue permits no later than 180 days prior to the expiration
date. Any Permittee that has not requested renewal at least 180 days prior to expiration, or any Permittee that
does not have a permit after the expiration and has not requested renewal at least 180 days prior to expiration,
will subject the Permittee to enforcement procedures as provided in NCGS 143-215.6 and 33 USC 1251 et. seq.
11. Signatory Requirements
All applications, reports, or information submitted to the Permit Issuing Authority shall be signed and
certified [40 CFR 122.41 (k)].
a. All permit applications shall be signed as follows:
(1) For a corporation: by a responsible corporate officer. For the purpose of this Section, a responsible
corporate officer means: (a) a president, secretary, treasurer or vice president of the corporation in
charge of a principal business function, or any other person who performs similar policy or decision
making functions for the corporation, or (b) the manager of one or more manufacturing, production,
or operating facilities, provided, the manager is authorized to make management decisions which
govern the operation of the regulated facility including having the explicit or implicit duty of making
major capital investment recommendations, and initiating and directing other comprehensive
measures to assure long term environmental compliance with environmental laws and* regulations;
the manager can ensure that the necessary systems are established or actions taken to gather complete
and accurate information for permit application requirements; and where authority to sign documents
has been assigned or delegated to the manager in accordance with corporate procedures .
(2) For a partnership or sole proprietorship: by a general partner or the proprietor, respectively; or
(3) For a municipality, State, Federal, or other public agency: by either a principal executive officer or
ranking elected official [40 CFR 122.22].
b. All reports required by the permit and other information requested by the Permit Issuing Authority shall
be signed by a person described in paragraph a. above or by a duly authorized representative of that
person. A person is a duly authorized representative only if:
(1) The authorization is made in writing by a person described above;
(2) The authorization specified either an individual or a position having responsibility for the overall
operation of the regulated facility or activity, such as the position of plant manager, operator of a well
or well field, superintendent, a position of equivalent responsibility, or an individual or position
having overall responsibility for environmental matters for the company. (A duly authorized
representative may thus be either a named individual or any individual occupying a named position.);
and
(3) The written authorization is submitted to the Permit Issuing Authority [40 CFR 122.22]
c. Changes to authorization: If an authorization under paragraph (b) of this section is no longer accurate
because a different individual or position has responsibility for the overall operation of the facility, a new
authorization satisfying the requirements of paragraph (b) of this section must be submitted to the
Director prior to or together with any reports, information, or applications to be signed by an authorized
representative [40 CFR 122.22]
Version 1012912010

ES Permit Standard Conditions
s
Page 6 of 18
d. Certification. Any person signing a document under paragraphs a. or b. of this section shall make the
following certification [40 CFR 122.22]. NO OTHER STATEMENTS OF CERTIFICATION WILL BE
ACCEPTED:
"I certify, under penalty of law, that this document and all attachments were prepared under my direction or
supervision in accordance with a system designed to assure that qualified personnel properly gather and evaluate the
information submitted. Based on my inquiry of the person or persons who manage the system, or those persons
directly responsible for gathering the information, the information submitted is, to the best of my knowledge and
belief, true, accurate, and complete. I am aware that there are significant penalties for submitting false information,
including the possibility of fines and imprisonment for knowing violations."
12. Permit Actions
This permit may be modified, revoked and reissued, or terminated for cause. The filing of a request by the
Permittee for a permit modification, revocation and reissuance, or termination, or a notification of planned
changes or anticipated noncompliance does not stay any permit condition [40 CFR 122.41 (f)].
13. Permit Modification, Revocation and Reissuance, or Termination
The issuance of this permit does not prohibit the permit issuing authority from reopening and modifying the
permit, revoking and reissuing the permit, or terminating the permit as allowed by the laws, rules, and
regulations contained in Title 40, Code of Federal Regulations, Parts 122 and 123; Title 15A of the North
Carolina Administrative Code, Subchapter 2H.0100; and North Carolina General Statute 143-215.1 et. al.
14. Annual Administering and Compliance Monitoring Fee Requirements
The Permittee must pay the annual administering and compliance monitoring fee within thirty days after
being billed by the Division. Failure to pay the fee in a timely manner in accordance with 15A NCAC 2H.0105
(b) (2) may cause this Division to initiate action to revoke the permit.
Section C. Operation and Maintenance of Pollution Controls
Certified Operator
Upon classification of the permitted facility by the Certification Commission, the Permittee shall employ a
certified water pollution control treatment system operator in responsible charge (ORC) of the water pollution
control treatment system. Such operator must hold a certification of the grade equivalent to or greater than the
classification assigned to the water pollution control treatment system by the Certification Commission. The
Permittee must also employ one or more certified Back-up ORCs who possess a currently valid certificate of
the type of the system. Back-up ORCs must possess a grade equal to (or no more than one grade less than) the
grade of the system [15A NCAC 8G.0201].
The ORC of each Class I facility must:
➢ Visit the facility as often as is necessary to insure proper operation of the treatment system; the
treatment facility must be visited at least weekly
➢ Comply with all other conditions of 15A NCAC 8G.0204.
The ORC of each Class II, III and IV facility must:
➢ Visit the facility as often as is necessary to insure proper operation of the treatment system; the
treatment facility must be visited at least five days per week, excluding holidays
➢ Properly manage and document daily operation and maintenance of the facility
➢ Comply with all other conditions of 15A NCAC 8G.0204.
Once the facility is classified, the Permittee shall submit a letter to the Certification Commission designating
the operator in responsible charge:
a. Within 60 calendar days prior to wastewater being introduced into a new system
b. Within 120 calendar days of:
➢ Receiving notification of a change in the classification of the system requiring the designation of a new
ORC and back-up ORC
➢ A vacancy in the position of ORC or back-up ORC.
Version 1012912010

DES Permit Standard Conditions
Page 7 of 18
2. Proper Operation and Maintenance
The Permittee shall at all times provide the operation and maintenance resources necessary to operate the
existing facilities at optimum efficiency. The Permittee shall at all times properly operate and maintain all
facilities and systems of treatment and control (and related appurtenances) which are installed or used by the
Permittee to achieve compliance with the conditions of this permit. Proper operation and maintenance also
includes adequate laboratory controls and appropriate quality assurance procedures. This provision requires
the Permittee to install and operate backup or auxiliary facilities only when necessary to achieve compliance
with the conditions of the permit [40 CFR 122.41 (e)].
NOTE: Properly and officially designated operators are fully responsible for all proper operation and
maintenance of the facility, and all documentation required thereof, whether acting as a contract operator
[subcontractor] or a member of the Permittee's staff.
3. Need to Halt or Reduce not a Defense
It shall not be a defense for a Permittee in an enforcement action that it would have been necessary to halt or
reduce the permitted activity in order to maintain compliance with the condition of this permit [40 CFR 122.41
(c)]
4. Bypassing of Treatment Facilities
a. Bypass not exceeding limitations [40 CFR 122.41 (m) (2)]
The Permittee may allow any bypass to occur which does not cause effluent limitations to be exceeded,
but only if it also is for essential maintenance to assure efficient operation. These bypasses are not subject
to the provisions of Paragraphs b. and c. of this section.
b. Notice [40 CFR 122.41 (m) (3)]
(1) Anticipated bypass. If the Permittee knows in advance of the need for a bypass, it shall submit prior
notice, if possible at least ten days before the date of the bypass; including an evaluation of the
anticipated quality and effect of the bypass.
(2) Unanticipated bypass. The Permittee shall submit notice of an unanticipated bypass as required in
Part H. E. 6. (24-hour notice).
c. Prohibition of Bypass
(1) Bypass from the treatment facility is prohibited and the Permit Issuing Authority may take
enforcement action against a Permittee for bypass, unless:
(A) Bypass was unavoidable to prevent loss of life, personal injury or severe property damage;
(B) There were no feasible alternatives to the bypass, such as the use of auxiliary treatment facilities,
retention of untreated wastes or maintenance during normal periods of equipment downtime.
This condition is not satisfied if adequate backup equipment should have been installed in the
exercise of reasonable engineering judgment to prevent a bypass which occurred during normal
periods of equipment downtime or preventive maintenance; and
(C) The Permittee submitted notices as required under Paragraph b. of this section.
(2) Bypass from the collection system is prohibited and the Permit Issuing Authority may take
enforcement action against a Permittee for a bypass as provided in any current or future system -wide
collection system permit associated with the treatment facility.
(3) The Permit Issuing Authority may approve an anticipated bypass, after considering its adverse effects,
if the Permit Issuing Authority determines that it will meet the three conditions listed above in
Paragraph c. (1) of this section.
Upsets
a. Effect of an upset [40 CFR 122.41 (n) (2)]:An upset constitutes an affirmative defense to an action brought
for noncompliance with such technology based permit effluent limitations if the requirements of
paragraph b. of this condition are met. No determination made during administrative review of claims
that noncompliance was caused by upset, and before an action for noncompliance, is final administrative
action subject to judicial review.
Version 1012912010

I ES Permit Standard Conditions
Page 8 of 18
b. Conditions necessary for a demonstration of upset: Any Permittee who wishes to establish the
affirmative defense of upset shall demonstrate, through properly signed, contemporaneous operating logs,
or other relevant evidence that:
(1) An upset occurred and that the Permittee can identify the cause(s) of the upset;
(2) The Permittee facility was at the time being properly operated; and
(3) The Permittee submitted notice of the upset as required in Part H. E. 6. (b) of this permit.
(4) The Permittee complied with any remedial measures required under Part II. B. 2. of this permit.
c. Burden of proof [40 CFR 122.41(n) (4)1: The Permittee seeking to establish the occurrence of an upset has
the burden of proof in any enforcement proceeding.
6. Removed Substances
Solids, sludges, filter backwash, or other pollutants removed in the course of treatment or control of
wastewaters shall be utilized/disposed of in accordance with NCGS 143-215.1 and in a manner such as to
prevent any pollutant from such materials from entering waters of the State or navigable waters of the United
States. The Permittee shall comply with all existing Federal regulations governing the disposal of sewage
sludge. Upon promulgation of 40 CFR Part 503, any permit issued by the Permit Issuing Authority for the
utilization/disposal of sludge may be reopened and modified, or revoked and reissued, to incorporate
applicable requirements at 40 CFR 503. The Permittee shall comply with applicable 40 CFR 503 Standards for
the Use and Disposal of Sewage Sludge (when promulgated) within the time provided in the regulation, even
if the permit is not modified to incorporate the requirement. The Permittee shall notify the Permit Issuing
Authority of any significant change in its sludge use or disposal practices.
7. Power Failures
The Permittee is responsible for maintaining adequate safeguards (as required by 15A NCAC 2H.0124) to
prevent the discharge of untreated or inadequately treated wastes during electrical power failures either by
means of alternate power sources, standby generators or retention of inadequately treated effluent.
Section D. Monitoring and Records
1. Representative Sampling
Samples collected and measurements taken, as required herein, shall be characteristic of the volume and
nature of the permitted discharge. Samples collected at a frequency less than daily shall be taken on a day and
time that is characteristic of the discharge over the entire period the sample represents. All samples shall be
taken at the monitoring points specified in this permit and, unless otherwise specified, before the effluent joins
or is diluted by any other wastestream, body of water, or substance. Monitoring points shall not be changed
without notification to and the approval of the Permit Issuing Authority [40 CFR 122.41 (j)].
2. Reporting
Monitoring results obtained during the previous month(s) shall be summarized for each month and reported
on a monthly Discharge Monitoring Report (DMR) Form (MR 1,1.1, 2, 3) or alternative forms approved by the
Director, postmarked no later than the last calendar day of the month following the completed reporting
period.
The first DMR is due on the last day of the month following the issuance of the permit or in the case of a new
facility, on the last day of the month following the commencement of discharge. Duplicate signed copies of
these, and all other reports required herein, shall be submitted to the following address:
NC DENR / Division of Water Quality / Surface Water Protection Section
ATTENTION: Central Files
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
3. Flow Measurements
Appropriate flow measurement devices and methods consistent with accepted scientific practices shall be
selected and used to ensure the accuracy and reliability of measurements of the volume of monitored
discharges. The devices shall be installed, calibrated and maintained to ensure that the accuracy of the
Version 10/29/2010

DES Permit Standard Conditions
Page 9 of 18
measurements is consistent with the accepted capability of that type of device. Devices selected shall be
capable of measuring flows with a maximum deviation of less than 10% from the true discharge rates
throughout the range of expected discharge volumes. Flow measurement devices shall be accurately calibrated
at a minimum of once per year and maintained to ensure that the accuracy of the measurements is consistent
with the accepted capability of that type of device. The Director shall approve the flow measurement device
and monitoring location prior to installation.
Once -through condenser cooling water flow monitored by pump logs, or pump hour meters as specified in
Part I of this permit and based on the manufacturer's pump curves shall not be subject to this requirement.
4. Test Procedures
Laboratories used for sample analysis must be certified by the Division. Permittees should contact the
Divisions Laboratory Certification Section (919 733-3908 or http://portal.ncdenr.org/web/wq/lab/cert) for
information regarding laboratory certifications.
Facilities whose personnel are conducting testing of field -certified parameters only must hold the appropriate
field parameter laboratory certifications.
Test procedures for the analysis of pollutants shall conform to the EMC regulations (published pursuant to
NCGS 143-215.63 et. seq.), the Water and Air Quality Reporting Acts, and to regulations published pursuant to
Section 304(g), 33 USC 1314, of the CWA (as amended), and 40 CFR 136; or in the case of sludge use or
disposal, approved under 40 CFR 136, unless otherwise specified in 40 CFR 503, unless other test procedures
have been specified in this permit [40 CFR 122.411.
To meet the intent of the monitoring required by this permit, all test procedures must produce minimum
detection and reporting levels that are below the permit discharge requirements and all data generated must
be reported down to the minimum detection or lower reporting level of the procedure. If no approved
methods are determined capable of achieving minimum detection and reporting levels below permit discharge
requirements, then the most sensitive (method with the lowest possible detection and reporting level)
approved method must be used.
Penalties for Tampering
The CWA provides that any person who falsifies, tampers with, or knowingly renders inaccurate, any
monitoring device or method required to be maintained under this permit shall, upon conviction, be punished
by a fine of not more than $10,000 per violation, or by imprisonment for not more than two years per violation,
or by both. If a conviction of a person is for a violation committed after a first conviction of such person under
this paragraph, punishment is a fine of not more than $20,000 per day of violation, or by imprisonment of not
more than 4 years, or both [40 CFR 122.41].
6. Records Retention
Except for records of monitoring information required by this permit related to the Permittee's sewage sludge
use and disposal activities, which shall be retained for a period of at least five years (or longer as required by
40 CFR 503), the Permittee shall retain records of all monitoring information, including:
➢ all calibration and maintenance records
➢ all original strip chart recordings for continuous monitoring instrumentation
➢ copies of all reports required by this permit
➢ copies of all data used to complete the application for this permit
These records or copies shall be maintained for a period of at least 3 years from the date of the sample,
measurement, report or application. This period may be extended by request of the Director at any time [40
CFR 122.41].
7. Recording Results
For each measurement or sample taken pursuant to the requirements of this permit, the Permittee shall record
the following information [40 CFR 122.41]:
a. The date, exact place, and time of sampling or measurements;
b. The individual(s) who performed the sampling or measurements;
Version 10/29/2010

ES Permit Standard Conditions
Page 10 of 18
c. The date(s) analyses were performed;
d. The individual(s) who performed the analyses;
e. The analytical techniques or methods used; and
f. The results of such analyses.
8. Inspection and Entry
The Permittee shall allow the Director, or an authorized representative (including an authorized contractor
acting as a representative of the Director), upon the presentation of credentials and other documents as may be
required by law, to;
a. Enter upon the Permittee's premises where a regulated facility or activity is located or conducted, or
where records must be kept under the conditions of this permit;
b. Have access to and copy, at reasonable times, any records that must be kept under the conditions of this
permit;
c. Inspect at reasonable times any facilities, equipment (including monitoring and control equipment),
practices, or operations regulated or required under this permit; and
d. Sample or monitor at reasonable times, for the purposes of assuring permit compliance or as otherwise
authorized by the CWA, any substances or parameters at any location [40 CFR 122.41 (i)].
Section E Reporting Requirements
Change in Discharge
All discharges authorized herein shall be consistent with the terms and conditions of this permit. The
discharge of any pollutant identified in this permit more frequently than or at a level in excess of that
authorized shall constitute a violation of the permit.
2. Planned Changes
The Permittee shall give notice to the Director as soon as possible of any planned physical alterations or
additions to the permitted facility [40 CFR 122.41 (1)]. Notice is required only when:
a. The alteration or addition to a permitted facility may meet one of the criteria for new sources at 40 CFR
122.29 (b); or
b. The alteration or addition could significantly change the nature or increase the quantity of pollutants
discharged. This notification applies to pollutants subject neither to effluent limitations in the permit, nor
to notification requirements under 40 CFR 122.42 (a) (1).
c. The alteration or addition results in a significant change in the Permittee's sludge use or disposal
practices, and such alteration, addition or change may justify the application of permit conditions that are
different from or absent in the existing permit, including notification of additional use or disposal sites not
reported during the permit application process or not reported pursuant to an approved land application
plan.
3. Anticipated Noncompliance
The Permittee shall give advance notice to the Director of any planned changes to the permitted facility or
other activities that might result in noncompliance with the permit [40 CFR 122.41 (1) (2)].
4. Transfers
This permit is not transferable to any person without approval from the Director. The Director may require
modification or revocation and reissuance of the permit to document the change of ownership. Any such
action may incorporate other requirements as may be necessary under the CWA [40 CFR 122.41 (1) (3)].
5. Monitoring Reports
Monitoring results shall be reported at the intervals specified elsewhere in this permit [40 CFR 122.41 (1) (4)].
a. Monitoring results must be reported on a Discharge Monitoring Report (DMR) (See Part II. D. 2) or forms
provided by the Director for reporting results of monitoring of sludge use or disposal practices.
Version 10/29/2010

M
)ES Permit Standard Conditions
Page 11 of 18
b. If the Permittee monitors any pollutant more frequently than required by this permit, the results of such
monitoring shall be included in the calculation and reporting of the data submitted on the DMR.
6. Twenty-four Hour Reporting
a. The Permittee shall report to the Director or the appropriate Regional Office any noncompliance that
potentially threatens public health or the environment. Any information shall be provided orally within 24
hours from the time the Permittee became aware of the circumstances. A written submission shall also be
provided within 5 days of the time the Permittee becomes aware of the circumstances. The written
submission shall contain a description of the noncompliance, and its cause; the period of noncompliance,
including exact dates and times, and if the noncompliance has not been corrected, the anticipated time it is
expected to continue; and steps taken or planned to reduce, eliminate, and prevent reoccurrence of the
noncompliance [40 CFR 122.41 (1) (6)].
b. The Director may waive the written report on a case -by -case basis for reports under this section if the oral
report has been received within 24 hours.
c. Occurrences outside normal business hours may also be reported to the Divisions Emergency Response
personnel at [phone], [phone] or [phone].
7. Other Noncompliance
- The Permittee shall report all instances of noncompliance not reported under. Part II. E. 5 and 6. of this permit
at the time monitoring reports are submitted. The reports shall contain the information listed in Part II. E. 6. of
this permit [40 CFR 122.41 (1) (7)].
8. Other Information
Where the Permittee becomes aware that it failed to submit any relevant facts in a permit application, or
submitted incorrect information in a permit application or in any report to the Director, it shall promptly
submit such facts or information [40 CFR 122.41 (1) (8)].
9. Noncompliance Notification
The Permittee shall report by telephone to either the central office or the appropriate regional office of the
Division as soon as possible, but in no case more than 24 hours or on the next working day following the
occurrence or first knowledge of the occurrence of any of the following:
a. Any occurrence at the water pollution control facility which results in the discharge of significant amounts
of wastes which are abnormal in quantity or characteristic, such as the dumping of the contents of a
sludge digester; the known passage of a slug of hazardous substance through the facility; or any other
unusual circumstances.
b. Any process unit failure, due to known or unknown reasons, that render the facility incapable of adequate
wastewater treatment such as mechanical or electrical failures of pumps, aerators, compressors, etc.
c. Any failure of a pumping station, sewer line, or treatment facility resulting in a by-pass without treatment
of all or any portion of the influent to such station or facility.
Persons reporting such occurrences by telephone shall also file a written report within 5 days following first
knowledge of the occurrence.
10. Availabili, of Reports
Except for data determined to be confidential under NCGS 143-215.3 (a)(2) or Section 308 of the Federal Act, 33
USC 1318, all reports prepared in accordance with the terms shall be available for public inspection at the
offices of the. Division. As required by the Act, effluent data shall not be considered confidential. Knowingly
making any false statement on any such report may result in the imposition of criminal penalties as provided
for in NCGS 143-215.1(b)(2) or in Section 309 of the Federal Act.
11. Penalties for Falsification of Reports
The CWA provides that any person who knowingly makes any false statement, representation, or certification
in any record or other document submitted or required to be maintained under this permit, including
monitoring reports or reports of compliance or noncompliance shall, upon conviction, be punished by a fine of
not more than $25,000 per violation, or by imprisonment for not more than two years per violation, or by both
[40 CFR 122.41].
Version 10/29/2010

ES Permit Standard Conditions
Page 12 of 18
12. Annual Performance Reports
Permittees who own or operate facilities that collect or treat municipal or domestic waste shall provide an
annual report to the Permit Issuing Authority and to the users/customers served by the Permittee (NCGS 143-
215.1C). The report shall summarize the performance of the collection or treatment system, as well as the
extent to which the facility was compliant with applicable Federal or State laws, regulations and rules
pertaining to water quality. The report shall be provided no later than sixty days after the end of the calendar
or fiscal year, depending upon which annual period is used for evaluation.
The report shall be sent to:
NC DENR / Division of Water Quality / Surface Water Protection Section
ATTENTION: Central Files
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
Version 1012912010

)ES Permit Standard Conditions
Page 13 of 18
PART III
OTHER REQUIREMENTS
Section A. Construction
The Permittee shall not commence construction of wastewater treatment facilities, nor add to the plant's treatment
capacity, nor change the treatment process(es) utilized at the treatment plant unless the Division has issued an
Authorization to Construct (AtC) permit. Issuance of an AtC will not occur until Final Plans and Specifications for
the proposed construction have been submitted by the Permittee and approved by the Division.
Section B. Groundwater Monitoring
The Permittee shall, upon written notice from the Director, conduct groundwater monitoring as may be required
to determine the compliance of this NPDES permitted facility with the current groundwater standards.
Section C. Changes in Discharges of Toxic Substances
The Permittee shall notify the Permit Issuing Authority as soon as it knows or has reason to believe (40 CFR
122.42):
a. That any activity has occurred or will occur which would result in the discharge, on a routine or frequent
basis, of any toxic pollutant which is not limited in the permit, if that discharge will exceed the highest of the
following "notification levels";
(1) One hundred micrograms per liter (100 µg/L);
(2) Two hundred micrograms per liter (200 µg/L) for acrolein and acrylonitrile; five hundred micrograms per
liter (500 µg/L) for 2.4-dinitrophenol and for 2-methyl-4.6-dinitrophenol; and one milligram per liter (1
mg/L) for antimony;
(3) Five times the maximum concentration value reported for that pollutant in the permit application.
b. That any activity has occurred or will occur which would result in any discharge, on a non -routine or
infrequent basis, of a toxic pollutant which is not limited in the permit, if that discharge will exceed the highest
of the following "notification levels";
(1) Five hundred micrograms per liter (500 µg/L);
(2) One milligram per liter (1 mg/L) for antimony;
(3) Ten times the maximum concentration value reported for that pollutant in the permit application.
Section D. Evaluation of Wastewater Discharge Alternatives
The Permittee shall evaluate all wastewater disposal alternatives and pursue the most environmentally sound
alternative of the reasonably cost effective alternatives. If the facility is in substantial non-compliance with the
terms and conditions of the NPDES permit or governing rules, regulations or laws, the Permittee shall submit a
report in such form and detail as required by the Division evaluating these alternatives and a plan of action within
60 days of notification by the Division.
Section E. Facility Closure Requirements
The Permittee must notify the Division at least 90 days prior to the closure of any wastewater treatment system
covered by this permit. The Division may require specific measures during deactivation of the system to prevent
adverse impacts to waters of the State. This permit cannot be rescinded while any activities requiring this permit
continue at the permitted facility.
Version 1012912010

ES Permit Standard Conditions "
k
Page 14 of 18
PART IV
SPECIAL CONDITIONS FOR MUNICIPAL FACILITIES
Section A. Definitions
In addition to the definitions in Part II of this permit, the following definitions apply to municipal facilities:
Indirect Discharge or Industrial User
Any non -domestic source that discharges wastewater containing pollutants into a POTW regulated under section
307(b), (c) or (d) of the CWA. [40 CFR 403.3 (i) and (j)]
Interference
Inhibition or disruption of the POTW treatment processes; operations; or its sludge process, use, or disposal which
causes or contributes to a violation of any requirement of the POTW's NPDES Permit or prevents sewage sludge
use or disposal in compliance with specified applicable State and Federal statutes, regulations, or permits. [15A
NCAC 21-1.0903 (b) (13)]
Pass Through
A discharge which exits the POTW into waters of the State in quantities or concentrations which, alone or with
discharges from other sources, causes a violation, including an increase in the magnitude or duration of a
violation, of the POTW's NPDES permit, or of an instream water quality standard. [15A NCAC 2H.0903 (b) (23)]
Publicly Owned Treatment Works (POTW)
A treatment. works as defined by Section 212 of the CWA, owned by a State or local government entity. This
definition includes any devices and systems used in the storage, treatment, recycling and reclamation of municipal
sewage or industrial wastes of a liquid nature. It also includes sewers, pipes, and other conveyances only if they
convey wastewater to a POTW. The term also means the local government entity, or municipality, as defined in
section 502(4) of the CWA, which has jurisdiction over indirect discharges to and the discharges from such a
treatment works. [15A NCAC 21-1.0903 (b) (27)]
"Significant Industrial User" or "SIU"
An industrial user that discharges wastewater into a publicly owned treatment works and that [15A NCAC
2H.0903 (b) (34)]:
(a) discharges an average of 25,000 gallons or more per day of process wastewater to the POTW (excluding
sanitary, noncontact cooling and boiler blowdown wastewaters) or;
(b) contributes more than 5 percent of the design flow of the POTW treatment plant or more than 5 percent of the
maximum allowable headworks loading of the POTW treatment plant for any pollutant of concern, or;
(c) is required to meet a national categorical pretreatment standard, or;
(d) is, regardless of Parts (a), (b), and (c) of this definition, otherwise determined by the POTW, the Division, or
the EPA to have a reasonable potential for adversely affecting the POTW's operation or for violating any
pretreatment standard or requirement or POTW's receiving stream standard, or to limit the POTW's sludge
disposal options.
Section B. Publicly Owned Treatment Works (POTWs)
All POTWs are required to prevent the introduction of pollutants into the POTW which will interfere with the
operation of the POTW, including interference with its use or disposal of municipal sludge, or pass through the
treatment works or otherwise be incompatible with such treatment works. [40 CFR 403.21
All POTWs must provide adequate notice to the Director of the following [40 CFR 122.42 (b)]:
1. Any new introduction of pollutants into the POTW from an indirect discharger, regardless of the means of
transport, which would be subject to section 301 or 306 of CWA if it were directly discharging those
pollutants; and
2. Any substantial change in the volume or character of pollutants being introduced by an indirect discharger as
influent to that POTW at the time of issuance of the permit.
Version 1012912010

DES Permit Standard Conditions
Page 15 of 18
3. For purposes of this paragraph, adequate notice shall include information on (1) the quality and quantity of
effluent introduced into the POTW, and (2) any anticipated impact that may result from the change of the
quantity or quality of effluent to be discharged from the POTW.
Section C. Municinal Control of Pollutants from Industrial Users.
1. Effluent limitations are listed in Part I of this permit. Other pollutants attributable to inputs from industries
using the municipal system may be present in the Permittee's discharge. At such time as sufficient information
becomes available to establish limitations for such pollutants, this permit may be revised to specify effluent
limitations for any or all of such other pollutants in accordance with best practicable technology or water
quality standards.
2. Prohibited Discharges
a. Under no circumstances shall the Permittee allow introduction of pollutants or discharges into the waste
treatment system or waste collection system which cause or contribute to Pass Through or Interference as
defined in 15A NCAC 2H.0900 and 40 CFR 403. [40 CFR 403.5 (a) (1)]
b. Under no circumstances shall the Permittee allow introduction of the following wastes in the waste
treatment or waste collection system [40 CFR 403.5 (b)]:
(1) Pollutants which create a fire or explosion hazard in the POTW, including, but not limited to,
wastestreams with a closed cup flashpoint of less than 140 degrees Fahrenheit or 60 degrees
Centigrade using the test methods specified in 40 CFR 261.21;
(2) Pollutants which cause corrosive structural damage to the POTW, but in no case discharges with pH
lower than 5.0, unless the works is specifically designed to accommodate such discharges;
(3) Solid or viscous pollutants in amounts which cause obstruction to the flow in the POTW resulting in
Interference;
(4) Any pollutant, including oxygen demanding pollutants (BOD, etc.) released in a Discharge at a flow
rate and/or pollutant concentration which will cause Interference with the POTW;
(5) Heat in amounts which will inhibit biological activity in the POTW resulting in Interference, but in no
case heat in such quantities that the temperature at the POTW Treatment Plant exceeds 40°C (104°F)
unless the Division, upon request of the POTW, approves alternate temperature limits;
(6) Petroleum oil, non -biodegradable cutting oil, or products of mineral oil origin in amounts that will
cause Interference or Pass Through;
(7) Pollutants which result in the presence of toxic gases, vapors, or fumes within the POTW in a quantity
that may cause acute worker health and safety problems;
(8) Any trucked or hauled pollutants, except at discharge points designated by the POTW.
c. The Permittee shall investigate the source of all discharges into the POTW, including slug loads and other
unusual discharges, which have the potential to adversely impact the permittee's Pretreatment Program
and/or the operation of the POTW.
The Permittee shall report such discharges into the POTW to the Director or the appropriate Regional
Office. Any information shall be provided orally within 24 hours from the time the Permittee became
aware of the circumstances. A written submission shall also be provided within 5 days of the time the
Permittee becomes aware of the circumstances. The written submission shall contain a description of the
discharge, the investigation into possible sources; the period of the discharge, including exact dates and
times; and if the discharge has not ceased, the anticipated time it is expected to continue; and steps taken
or planned to reduce, eliminate, and prevent reoccurrence of the noncompliance,
3. With regard to the effluent requirements listed in Part I of this permit, it may be necessary for the Permittee to
supplement the requirements of the Federal Pretreatment Standards (40 CFR, Part 403) to ensure compliance
by the Permittee with all applicable effluent limitations. Such actions by the Permittee may be necessary
regarding some or all of the industries discharging to the municipal system.
4. The Permittee shall require any Industrial User discharging to the POTW to meet Federal Pretreatment
Standards developed under Section 307(b) of the Act as amended (which includes categorical standards and
Version 10/29/2010

ES Permit Standard Conditions
Page 16 of 18
specific local limits, best management practices and narrative requirements). Prior to accepting wastewater
from any Significant Industrial User, the Permittee shall either develop and submit to the Division a new
Pretreatment Program or a modification of an existing Pretreatment Program, for approval as required under
section D below as well as 15A NCAC 21-1.0907 (a) and (b). [40 CFR 122.44 0) (2)]
This permit shall be modified, or alternatively, revoked and reissued, to incorporate or modify an approved
POTW Pretreatment Program or to include a compliance schedule for the development of a POTW
Pretreatment Program as required under Section 402 (b) (8) of the CWA and implementing regulations or by
the requirements of the approved State pretreatment program, as appropriate.
Section D. Pretreatment Programs
Under authority of sections 307 (b) and (c) and 402 (b) (8) of the CWA and implementing regulations 40 CFR 403,
North Carolina General Statute 143-215.3 (14) and implementing regulations 15A NCAC 2H.0900, and in
accordance with the approved pretreatment program, all provisions and regulations contained and referenced in
the Pretreatment Program Submittal are an enforceable part of this permit. [40 CFR 122.44 0) (2)]
The Permittee shall operate its approved pretreatment program in accordance with Section 402 (b) (8) of the CWA,
40 CFR 403,15A NCAC 2H.0900, and the legal authorities, policies, procedures, and financial provisions contained
in its pretreatment program submission and Division approved modifications thereof. Such operation shall
include but is not limited to the implementation of the following conditions and requirements. Terms not defined
in Part II or Part IV of this permit are as defined in 15A NCAC 2H.0903 and 40 CFR 403.3.
1. Sewer Use Ordinance (SUO)
The Permittee shall maintain adequate legal authority to implement its approved pretreatment program. [15A
NCAC 2H.0905 and .0906; 40 CFR 403.8 (f) (1) and 403.9 (b) (1), (2)]
2. Industrial Waste Survey (IWS)
The permittee shall implement an IWS consisting of the survey of users of the POTW, as required by 40 CFR
403.8 (f) (2) (i-iii) and 15A NCAC 2H.0905 [also 40 CFR 122.44 0) (1)], including identification of all industrial
users that may have an impact on the POTW and the character and amount of pollutants contributed to the
POTW by these industrial users and identification of those industrial users meeting the definition of SIU. The
Permittee shall submit a summary of its IWS activities to the Division at least once every five years, and as
required by the Division. The IWS submission shall include a summary of any investigations conducted under
paragraph C.2.c. of this Part.
3. Monitoring Plan
The Permittee shall implement a Division -approved Monitoring Plan for the collection of facility specific data
to be used in a wastewater treatment plant Headworks Analysis (HWA) for the development of specific
pretreatment local limits. Effluent data from the Plan shall be reported on the DMRs (as required by Part II,
Section D, and Section E.S.). [15A NCAC 2H.0906 (b) (2) and .0905]
4. Headworks Analysis (HWA) and Local Limits
The Permittee shall obtain Division approval of a HWA at least once every five years, and as required by the
Division. Within 180 days of the effective date of this permit (or any subsequent permit modification) the
Permittee shall submit to the Division a written technical evaluation of the need to revise local limits (i.e., an
updated HWA or documentation of why one is not needed) [40 CFR 122.44]. The Permittee shall develop, in
accordance with 40 CFR 403.5 (c) and 15A NCAC 2H.0909, specific Local Limits to implement the prohibitions
listed in 40 CFR 403.5 (a) and (b) and 15A NCAC 2H.0909. Pursuant to 40 CFR 403.5, local limits are
enforceable Pretreatment Standards as defined by 40 CFR 403.3(1).
Industrial User Pretreatment Permits (IUP) & Allocation Tables
In accordance with NCGS 143-215.1, the Permittee shall issue to all significant industrial users, permits for
operation of pretreatment equipment and discharge to the Permittee's treatment works. These permits shall
contain limitations, sampling protocols, reporting requirements, appropriate standard and special conditions,
and compliance schedules as necessary for the installation of treatment and control technologies to assure that
their wastewater discharge will meet all applicable pretreatment standards and requirements: The Permittee
shall maintain a current Allocation Table (AT) which summarizes the results of the HWA and the limits from
Version 10/29/2010

)ES Permit Standard Conditions
Page 17 of 18
all IUPs. Permitted IUP loadings for each parameter cannot exceed the treatment capacity of the POTW as
determined by the HWA. [15A NCAC 2H.0909, .0916, and .0917; 40 CFR 403.5, 403.8 (f) (1) (iii); NCGS 143-
215.67 (a)]
6. Authorization to Construct (AtC)
The Permittee shall ensure that an Authorization to Construct permit (AtC) is issued to all applicable
industrial users for the construction or modification of any pretreatment facility. Prior to the issuance of an
AtC, the proposed pretreatment facility and treatment process must be evaluated for its capacity to comply
with all Industrial User Pretreatment Permit (IUP) limitations. [15A NCAC 2H.0906 (b) (6) and .0905; NCGS
143-215.1 (a) (8)]
7. POTW Inspection & Monitoring of their IUs
The Permittee shall conduct inspection, surveillance, and monitoring activities as described in its Division
approved pretreatment program in order to determine, independent of information supplied by industrial
users, compliance with applicable pretreatment standards. [15A NCAC 2H .0908(d); 40 CFR 403.8(f)(2)(v)]
The Permittee must:
a. Inspect all Significant Industrial Users (SIUs) at least once per calendar year; and
b. Sample all Significant Industrial Users (SIUs) at least twice per calendar year for all permit -limited
pollutants, once during the period from January 1 through June 30 and once during the period from July 1
through December 31, except for organic compounds which shall be sampled at least once per calendar
year; For the purposes of this paragraph, "organic compounds' means the types of compounds listed in
40 CFR 136.3(a), Tables IC, ID, and IF, as amended.
8. IU Self Monitoringand nd Reporting
The Permittee shall require all industrial users to comply with the applicable monitoring and reporting
requirements outlined in the Division -approved pretreatment program, the industry's pretreatment permit, or
in 15A NCAC 2H .0908. [15A NCAC 2H .0906(b)(4) and .0905; 40 CFR 403.8(f)(1)(v) and (2)(iii); 40 CFR
122.440)(2) and 40 CFR 403.12]
9. Enforcement Response Plan (ERP)
The Permittee shall enforce and obtain appropriate remedies for violations of all pretreatment standards
promulgated pursuant to section 307(b) and (c) of the Clean Water Act (40 CFR 405 et. seq.), prohibitive
discharge standards as set forth in 40 CFR 403.5 and 15A NCAC 2H .0909, and specific local limitations. All
remedies, enforcement actions and other, shall be consistent with the Enforcement Response Plan (ERP)
approved by the Division. [15A NCAC 2H .0906(b)(7) and .0905; 40 CFR 403.8(f)(5)]
10. Pretreatment Annual Reports (PAR)
The Permittee shall report to the Division in accordance with 15A NCAC 2H .0908. In lieu of submitting
annual reports, Modified Pretreatment Programs developed under 15A NCAC 2H .0904 (b) may be required to
submit a partial annual report or to meet with Division personnel periodically to discuss enforcement of
pretreatment requirements and other pretreatment implementation issues.
For all other active pretreatment programs, the Permittee shall submit two copies of a Pretreatment Annual
Report (PAR) describing its pretreatment activities over the previous twelve months to the Division at the
following address:
NC DENR / Division of Water Quality / Surface Water Protection Section
Pretreatment, Emergency Response, and Collection Systems (PERCS) Unit
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
These reports shall be submitted according to a schedule established by the Director and shall contain the
following:
a.) Narrative
A brief discussion of reasons for, status of, and actions taken for all Significant Industrial Users (SIUs) in
Significant Non -Compliance (SNC);
Version 10/29/2010

I ES Permit Standard Conditions '
Page 18 of 18
b.) Pretreatment Program Summary_(PPS)
A pretreatment program summary (PPS) on specific forms approved by the Division;
c.) Significant Non -Compliance Report (SNCR)
The nature of the violations and the actions taken or proposed to correct the violations on specific forms
approved by the Division;
d.) Industrial Data Summary Forms (IDSF)
Monitoring data from samples collected by both the POTW and the Significant Industrial User (SIU) in
SNC. These analytical results must be reported on Industrial Data Summary Forms (IDSF) or other specific
format approved by the Division;
e.) Other Information
Copies of the POTW's allocation table, new or modified enforcement compliance schedules, public notice
of SIUs in SNC, and any other information, upon request, which in the opinion of the Director is needed to
determine compliance with the pretreatment implementation requirements of this permit;
11. Public Notice
The Permittee shall publish annually a list of Significant Industrial Users (SIUs) that were in Significant Non -
Compliance (SNC) as defined in the Permittee's Division -approved Sewer Use Ordinance with applicable
pretreatment requirements and standards during the previous twelve month period. This list shall be
published within four months of the applicable twelve-month period. [15A NCAC 2H .0903(b)(35), .0908(b)(5)
and .0905 and 40 CFR 403.8(f)(2)(viii)]
12. Record Keeping
The Permittee shall retain for a minimum of three years records of monitoring activities and results, along
with support information including general records, water quality records, and records of industrial impact on
the POTW. [15A NCAC 2H .0908(f); 40 CFR 403.12(o)]
13. Funding and Financial Report
The Permittee shall maintain adequate funding and staffing levels to accomplish the objectives of its approved
pretreatment program. [15A NCAC 2H .0906(a) and .0905; 40 CFR 403.8(f)(3), 403.9(b)(3)]
14. Modification to Pretreatment Programs
Modifications to the approved pretreatment program including but not limited to local limits modifications,
POTW monitoring of their Significant Industrial Users (SIUs), and Monitoring Plan modifications, shall be
considered a permit modification and shall be governed by 40 CFR 403.18,15 NCAC 2H .0114 and 15A NCAC
2H .0907.
Version 1012912010

NC®ENR I I
North Carolina Department of Environment and Natural Resources ' L�—
Pat McCrory
Governor
Donald R.. van der Vaart
February 4, 2015
Mr. A. Dale Owen
15 Adventure Ridge Road
Brevard, North Carolina 28712
Subject: NOTICE OF VIOLATION
NOV-2015-LV-0049
Permit No. NCO086223
Adventure Village WWTP
Transylvania County
Dear Mr. Owen:
Secretary
A review of Adventure Village WWTP's monitoring report for October 2014 showed the following
violations:
Parameter
Date
Limit Value
Reported Value
Limit Type
Solids, Total Suspended -
10/30/2014
45.000 mg/I
50.000 mg/I
Daily Maximum
Concentration
Exceeded
Solids, Total Suspended -
10/31/2014
30.000 mg/I
31.670 mg/I
Monthly Average
Concentration
I
I
I Exceeded
Remedial actions, if not already implemented, should be taken to correct any problem. Since the
comments section on the reverse of the relevant DMR provided an adequate explanation for the subject
violation, it is not requested that a response be submitted.
The Division of Water Resources may pursue enforcement action for this and any additional violations
of State law. If you should have any questions, please do not hesitate to contact Janet Cantwell or me
at 828/296-4600.
Sincerely,
G. Landon Davidson, P.G., Regional Supervisor
Water Quality Regional Operations, NCDENR
Asheville Regional Office
c: 'GVff-'AS5E_FVilleXFilesl
MSC 1617-Central Files -Basement
Trevor McMinn/ ORC
G:\WR\WQ\TransylvanialWastevvater\lvtinors\Adventure Village 862231NOV-2015-LV-0049.doc
Water Quality Regional Operations —Asheville Regional Office
2090 U.S. Highway 70, Swannanoa, North Carolina 28778
Phone: [phone] Fax: [phone]
Internet: hfp://portal.ncdenr.org/web/wq
An Equal Opportunity/ Affirmative Action Employer

WNW
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
Donald R.' van der Vaart
February 4, 2015
Mr. A. Dale Owen
15 Adventure Ridge Road
Brevard, North Carolina 28712
Subject: NOTICE OF VIOLATION
NOV-2015-LV-0048
Permit No. NCO086223
Adventure Village WWTP
Transylvania County
Dear Mr. Owen:
Secretary
A review of Adventure Village WWTP's monitoring report for August 2014 showed the following
violation:
Parameter
Date
Limit Value
Reported Value
Limit Type
BOD, 5-Day (20 Deg. C) -
Concentration
08/05/2014
45.000 mg/I
65.000 mg/I
Daily Maximum
Exceeded
It was also noted that the Compliance box on the back of the DMR was marked "Compliant" when in
fact it should have been marked "Non -Compliant" with an explanation for the non-compliance.
Remedial actions should be taken to correct this problem. The Division of Water Resources may
pursue enforcement action for this and any additional violations of State law. If you should have any
questions, please do not hesitate to contact Janet Cantwell or me at 828/296-4500.
Sincerely,
G. Landon Davidson, P.G., Regional Supervisor
Water Quality Regional Operations, NCDENR
Asheville Regional Office
cc:..WQ&sheu--yiIl Files
mwwwww"MMSC 1617-Central Files -Basement
Trevor McMinn/ ORC
G:\WR\WQ\TransylvenialWastewater\MinorslAdventure Village 86223\NOV-2015-LV-0048.doc
Water Quality Regional Operations —Asheville Regional Office
2090 U.S. Highway 70, Swannanoa, North Carolina 28778
Phone: [phone] Fax: [phone]
Internet: http://portal.ncdenr.org/web/wq
An Equal Opportunity/ Affirmative Action Employer

TREVC®
ENVIRONMENTAL * MAINTENANCE * CONSTRUCTION
2020 Howard Gap Road
Hendersonville, N.C. 28792
Phone[phone]
Fax[phone]
11/5/13
NCDENR
DWQ-SWP
Attn: G. Landon Davidson
2090 U.S. Highway 70
Swannanoa, NC 28788
Mr. Davidson:
In regard to NOV-2013-LV-0535 for Adventure Village WWTP (permit #NC0086223) we offer the
following explanation:
In July 2013 the facility had a problem with fecal coliform and Ammonia nitrogen. Both instances seem to
be isolated and the violations promptly abated.
Please be assured that every avenue to return the facility to compliance is being explored and implemented.
The chlorine is being maintained at a higher level with regard to our low chlorine limit and sodium bicarb is
being used and stored on site.
Due to problems with the certified letter not being delivered on site (absentee owner) this notice was
received via email at my request on 11/5/13. Please send all future mailings standard post.
Your understanding in this matter will be greatly appreciated.
If I can be of further assistance please don't hesitate to call.
Sincerely, Q /
Trevor C_ McMinn
RECEIVED
NOV — S 71119
DWQ/S10"Me W^tcr Protrctinn SC04)n
Asheai ; i;rgional Office

Pat McCrory
Governor
FILE
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Resources
Water Quality Programs
Thomas A. Reeder
John E Skvarla, III
Director
/Secretary
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
Mr. A. Dale Owen
Adventure Village WWTP
15 Adventure Ridge Road
Brevard, North Carolina 28712
Dear Mr. Owen:
September 18, 2013
7012 1010 0002 1967 6605
Subject: Notice of Violation and
Recommendation for Enforcement
Tracking #: NOV-2013-LV-0535
Adventure Village WWTP
NPDES Permit No. NCO086223
Transylvania County
A review of the July 2013 self -monitoring report for the subject facility revealed violations of the
following parameters:
Date
Outfall
Parameter
Reported Value
Permit Limit
07/02/2013
001
Fecal coliform
760 #/ 100 ml
400 #/ 100 ml
07/31/2013
001
Ammonia Nitrogen
8.1 mg/ 1
5.6 mg/ 1
A Notice of Violation/ Notice of Recommendation for Enforcement (NOV/ NRE) is being issued for the
noted violation of North Carolina General Statute (G.S.) 143-215.1 and NPDES Permit No. NC0086223.
Pursuant to G.S. 143-215.6A, a civil penalty of not more than twenty-five thousand dollars ($25,000.00) may be
assessed against any person who violates or fails to act in accordance with the terms, conditions, or
requirements of any permit issued pursuant to G.S. 143-215.1. If you wish to provide additional information
regarding the noted violation, request technical assistance, or discuss overall compliance please respond in
writing within ten (10) days after receipt of this Notice. A review of your response will be considered along
with any information provided on the July 2013 Discharge Monitoring Report. You will then be notified of any
civil penalties that may be assessed regarding the violations. If no response is received in this Office within
the 10-day period, a civil penalty assessment may be prepared.,'
WATER QUALITY SECTION
North Carolina Divisio'of Water Resources — Asheville Regional Office
2090 U.S. Highway 70, Swannanoa, N.C. 28778
Phone [phone] FAX [phone] Internet: h2o.enr.state.nc.us
An Equal Opportunity/ Affirmative Action Employer

Mr. A. Dale Owen `
September 18, 2013
Page Two
Remedial actions, if not already implemented, should be taken to correct any problems. The Division of
Water Resources may pursue enforcement actions for this and any additional violations. If the violations are of
a continuing nature, not related to operation and/or maintenance problems, and you anticipate remedial
construction activities, then you may wish to consider applying for a Special Order by Consent. You may
contact this office for additional information.
If you have questions concerning this matter, please do not hesitate to contact Janet Cantwell or
me at 828/ 296-4500.
Sincerely,
G. Landon Davidson, P.G.
Regional Supervisor
Water Quality Section
Asheville Regional Office
�W,�(�rAsheville;.Fi�1'es
WQ Central Files
WQ Point Source Branch
Ci:`WQ`SW.Pt1'ransyleaniaUWastewater\Minors,Adventure Village36223\NOV-NRF-2013-LV-053�,.doe

x
EnterNerify Violations" f4654
Limit Violations Monitoring Violations IReporting Violations Other Violations
Permit NC0086223 , ,; ....:Details.;... .. CQC¢ �4,,r AD;., ..., . fMlonitocing.Report: 47-20'f'?• Details; ,_
Facility: Adventure Village 1M1MJTP Details,., Region: sheville County: ransylvani
Owner: Owen Dale A Maintain... Incident � Details.: ; Inspect. Dt: �i I� tails:.,
Facility Reported As N-) Compliant O Non -Compliant O NotReported ❑✓ Is signed Report Type: IDtviR
"Location
'Parameter.
'Date
I manual
'Description .
=. SOC
Limit
t`Calcu...
Unit
% Over
Action
IOutF_
001
Effluent
Chlorine, Tota...
07101 21 01313
❑
Daily Maximum
..
❑
28
36
ugfl
128.571...
No Action, BPJ
001
EfflUent .
Chlorine, Tota.:.
07/0912013
..
❑
Daily Maximum::..
❑ .
28
36
ugll:
128,571...
No Action, BPJ
Q01 :
Effluent
Chlorine, Tota:..
0711512013
❑
Daily tvtaximum .'.
❑
28
29
ugll -
3.5714...
No Action, BPJ
pal
Effluent
Chlorine, Tota:..
0712912013
❑
Daily tvfaxirrju ;
❑ ::.
28
36
ugly
28.571...
No Action, BPJ
001
Effluent
Chlorine, Tota...
0710012013
❑
Daily Maxrmuhi
,t
❑
28
44
ug+l
57.142...
jNo Action BPJ
001`7-.F
Effluent , .
CUifprm.-F..ec ..:.
07tQ2f2013<i
❑ _=
Daily trfaxrrnurrr,..
❑ ,
400.°
76Q ..::
#t1QOrnl.
�JO,
A
001
Effluent
Nitrogen, Am...
10713112013
❑
Monthly Average...
❑
5.6
8.1
mgll
144.6542...
h �i to l D... Initiate Pi _�_... l�iitata Frue,cernent... Inittat e;,ranio.,. Cave & Recalculate g1vfR
Help Finist, I Cance
7 Limit Violations found. Ready j SID: VLLP

-7, iz 1oia /90-7- �&tl s'
Product & Tracking
Information
Postal Product:
Features:
Certified Mail
DATE & TIIv1E`
STATUS,'OF ITEM
LOCAT1O11
September 24, 2013,
Available for i
BREVARD, NC 28712
10:07 am
Pickup
September 20, 2013, 4:20
Notice Left
BREV.ARD, NC 28712
pm
.....-September 20, 2013, 9:44
Out for DeliWer}
- - BREVARD, NC 28712
am
September 20, 2013, 9:34
Sorting Complete
BREV.ARD, NC 28712
September 20, 2013, 6:57
Arrival at Unit
BREVARD, NC 28712
am_
September20, 2013
Depart USPS Sort
Facility
ASHEVILLE, NC 28810
September 20, 2013,
Processed through
ASHEVILLE, NC 28810
12:46 am
USPS Sort Facility
September 19, 2013,
Processed through
ASHEVILLE, NC 28810
11:54 pm
USPS Sort Facility
September 19, 2013
Depart USPS Sort
Facility
GREENVILLE, SC 29607
September 19, 2013, 8:47
Processed through
GREENVILLE. SC 29607
pm
USPS Sort Facility

FEB — 4 2011 +1,004 /25.
information 13rocessing Unit
TREVCO DVVQIBOG
2020 Howard Gap Road
Hendersonville, N.C. 28792
Phone[phone]
Fax[phone]
Performance Annual Report 2010
Mr. Dale Owen:
Trevco and Operator in Responsible Charge, Trevor McMinn (cert.#15084) are providing this report once per year to
keep you informed of the performance of this facility.
General information:
Facility System Name: Adventure Village
Responsible Entity: Dale Owen
Person in Charge: Dale Owen
Applicable Permit: NPDES # NC0086223
Description of Treatment Process:
Two package wastewater treatment plants in a parallel configuration consisting of one steel splitter box, two influent
equalization basins { 5000 Gallons ea.}, two steel aeration basins {10200 Gallons ea.}, dual blowers ( Roots 36 URAI
w/ 5hp motors), 2 steel clarifiers{5000 Gallons ea), 2 sludge holding basins (5000 Gallons ea.}, 2 tablet chlorinators, 2
chlorine contact tanks {750 Gallons ea.}, 2 tablet de -chlorinators and a V-notch weir attached to an ultrasonic flow
meter. Combined capacity of these 2 plants is 0.035 MGD located at Double D`s Catfishing &RV Resort, 129 Israel
Road, in Brevard, Transylvania County, North Carolina.
Performance:
This facility had no violations in 2010.
Sludge Management:
To date this facility has never built up enough sludge to waste to the digesters. No sludge has ever been hauled, due to
the low flow and loading of this facility. Should business increase and the need for sludge removal becomes apparent it
will be wasted to the digesters where it will be stored and thickened for cost effective hauling. Sludge removal will be by
truck by Mike's Septic, {828-253-2612} a local pump truck contractor. He will haul the sludge to disposal at the Town
of Brevard waste treatment facility. All associated costs of this hauling will be paid by Adventure Village. Removal and
management of this sludge will be done in a timely manner and in the best interests of facility operation and the
environment.
Notification: This report will be delivered to Adventure Village to the attention of Mr. Dale Owen and to Central Files,
Division of Water Quality.
Conclusion: The Adventure Village treatment plant is well designed for the existing flow and is a pleasure to operate.
Everyone involved should be commended for the care and management of this facility and the environment.
Certification: I certify under penalty of law that this report is complete and accurate to the best of my knowledge. I
further certify that this report has been made available to the users or customers of the named system and that those users
have been notified of its availability.
Operator in responsible charge ,L v
McMinn
Owner, Trevco
z ! ! IJI
FEB - 8 2011
WATER QUALITY SECTION
ASHEVILLE RE: {ONAL OFFICE t
Date: 1/31/2011
Div
FEB 0 4 2011

NCDENR:
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Charles Wakild, P.E. Dee Freeman
Governor Director Secretary
June 28, 2012
Mr. A. Dale Owen
15 Adventure Ridge Road
Brevard, North"Carolina 28712
Subject: NOTICE OF VIOLATION
NOV-2012-LV-0326
Permit No. NCO086223
Adventure Village WWTP
Transylvania County
Dear Mr. Owen:
A review of Adventure Village WWTP's monitoring report for February 2012 showed the
following violation:
Parameter
Date
Limit Value
Reported
Limit Type
Value
BOD, 5-Day (20 Deg. C)
02/29/2012
30 mg/I
36 mg/I
Monthly
- Concentration
Average
Exceeded
Remedial actions, if not already implemented, should be taken to correct any problem. Since
the comments section on the reverse of the relevant DMR provided an adequate explanation for the
subject violation, it is not requested that a response be submitted.
The Division of Water Quality may pursue enforcement actions for this and any additional
violations of State law. If you should have any questions, please do not hesitate to contact
Janet Cantwell or me at 828/296-4500.
Sincerely,
Chuck Cranford, Regional Supervisor
Surface Water Protection Section
DWQ Central Files
Trevor McMinn/ ORC
S:1SWP\TransylvanialWastewater\Minors\Adventure Village 86223WOV-2012-LV-0326.doc
NoithCarohna
Aatr MI&
North Carolina Division of Water Quality 2090 U.S. Highway 70 Swannanoa, N.C. 28778 Phone[phone]
Internet: www.ncwaterguality.org FAX [phone]

NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins Dee Freeman
Governor Director Secretary
SURFACE WATER PROTECTION SECTION
October 4, 2010
Mr. Dale Owen
15 Adventure Ridge Road
Brevard, NC 28712
SUBJECT: Compliance Evaluation Inspection
Adventure Village WWTP
Permit No: NCO086223
Transylvania County
Dear Mr. Owen:
Enclosed please find a copy of the Compliance Evaluation Inspection form from the
inspection conducted on August 27, 2010. The facility was found to be in compliance with permit
NC0086223.
Please refer to the enclosed inspection report for additional observations and comments.
If you or your staff should have any questions, please call me at 828-296-4662.
Sincerely,
Wanda P. Frazier
Environmental Specialist
Enclosure
cc: Trevor McMinn
Central Files
h v Ile Files
S:\SWP\Transylvania\Wastewater\Minors\Adventure Village 86223\CEI 8-27-10.doc
SURFACE WATER PROTECTION — ASHEVILLE REGIONAL OFFICE One
Location: 2090 U.S. Highway 70, Swannanoa, NC 28778 NorthCarolina
Phone: [phone] FAX: [phone] Customer Service: 1-877-623-6748 .1vatumlil� l
Internet: wwwmcwaterguality.orq

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 I NI 2 15I 31 NCO086223 111 121 10/08/27 117 18I CI 191 SI 201 I
Remarks
211111111111111111111111111111 11111111111111111116
Inspection Work Days Facility Self -Monitoring Evaluation Rating B1 QA Reserved —
67I 1. 0 169 701 31 711 I 72I N I 73 L_U 74 751 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)
Adventure Village WWTP '
12:35 PM 10/08/27
05/10/01
Exit Time/Date
Permit Expiration Date
15 Adventure Rdg Rd
Brevard NC 28712
01.05 PM 10/08/27
10/09/30
Name(s) of Onsite Representative(s)/Titles(s)/Phone and Fax Number(s)
Other Facility Data
Trevor Clyde McMinn/ORC/828-691-7191/
Name, Address of Responsible Officiallritle/Phone and Fax Number
A Dale Owen,15 Adventure Rdg Rd Brevard NC Contacted
28712//828-862-5411/8288645412 No
Section C: Areas Evaluated During Inspection (Check only those areas evaluated)
Permit 0 Operations & Maintenance N Records/Reports Facility Site Review
Effluent/Receiving Waters
Section D: Summary of Finding/Comments (Attach additional sheets of narrative and checklists as necessary)
(See attachment summary)
Name(s) and Signature(s) of Inspector(s) Agency/Office/Phone and Fax Numbers Date
Wanda P Frazier ARO WQ//828-296-4500 Ext.4662/
Signature ofW ement Q A Reviewer Agency/Office/Phone and Fax Numbers Date
'RbrvsL/
"a
EPA Form 3560-3 (Rev 9-94) Previous editions are obsolete.
Page # 1

NPDES yr/mo/day Inspection Type
3I NCO086223 I11 121 10/08/27 117 18ICI
(cont.)
Section D: Summary of Finding/Comments (Attach additional sheets of narrative and checklists as necessary)
FACILITY DESCRIPTION:
The Headwaters Outfitters — Adventure Village WWTP is a class II facility rated as a 0.020 MGD
(0.035 MGD after A to C) extended aeration, steel, dual train package WWTPs operated in parallel
consisting of: a flow splitter box; dual 5000 gallon flow equalization basins with diffused air
and manual bar screens and 0.3 HP submersible pumps; dual 20.000 gallon aeration basins with
dual Roots ® 5 HP (160 cfm) blowers providing diffused air; dual 5000 gallon hopper -type
clarifiers (35 sq ft each) with air lift sludge returns and skimmer boxes; dual 5000 gallon
aerobic digestors; dual tablet chlorinators; dual 750 gallon chlorine contact chambers; dual
tablet chlorinators; dual tablet dechlorinators; meter box with 60 degree v-notch weir and
PlantPRO BLT 32 ultrasonic flow meter; and emergency generator.
Annual Average Flow: 0.0003 MGD (2007-2010 -- 3 year average)
Development: Consists of a campground with cabins and campsites for tents and RVs, store & office.
A restaurant was proposed in original plans, as a result, oil & grease monitoring & limits were put
in the permit. The permittee has requested removal of O&G monitoring & limits from permit, since
there is no restaurant, nor plans for one.
Sludge Management: Commercial hauler (Mike's Septic Service) to the City of Brevard's WWTP, as
needed
(none yet).
PERMIT / INSPECTION / LOG:
A review of the files indicates that the last compliance evaluation inspection was conducted on
6-10-2009 by Janet Cantwell and Keith Haynes.
The permit expires on 9-30-2010. The Division received your permit renewal request on
3-10-2010, with a request to remove oil and grease monitoring and limits, since a restaurant was
never built.
The daily operator log was present on -site and had good notation of daily events, process
control and field testing data.
OPERATIONS AND MAINTENANCE / EFFLUENT / SUMMARY:
Only one train of the plant is operated, due to very low flows (average — 300 gpd).
Mr. Trevor McMinn, ORC, assisted in_the inspection and appears to be operating and maintaining
the facility very well.
The plant has begun to rust and will need resurfacing to prevent damage from corrosion.
EFFLUENT:
Page # 2

Permit: NCO086223
Inspection Date: 08/27/2010
There was no flow at the time of the inspection.
SYSTEM PERFORMANCE ANNUAL REPORT:
Owner - Facility: Adventure Village WWTP
Inspection Type: Compliance Evaluation
The 2009 System Performance Annual Report was received by the Division on 2-23-2010.
Note: According to the Clean Water Act of 1999 (House Bill 1160), the legal requirement for submittal
of the System Performance Annual Report is as follows:
The owner or operator of any wastewater treatment works or wastewater collection systems that
treats or collects primarily domestic or municipal waste, must provide an Annual Report to its
users or customers and to the Department of Environment and Natural Resources that summarizes
the treatment work's and collection system's performance over a 12 month period.
Page # 3

Permit: NCO086223 Owner - Facility: Adventure Village VW1(rP
Inspection Date: 08/27/2010 Inspection Type: Compliance Evaluation
Permit
Yes
No
NA
NE
(If the present permit expires in 6 months or less). Has the permittee submitted a new application?
■
n
n
Cl
Is the facility as described in the permit?
■
❑
# Are there any special conditions for the permit?
n
■
n
n
Is access to the plant site restricted to the general public?
■
❑
Cl
Is the inspector granted access to all areas for inspection?
■
n
n
n
Comment:
Operations & Maintenance
Yes
No
NA
NE
Is the plant generally clean with acceptable housekeeping?
■
n
n
n
Does the facility analyze process control parameters, for ex: MLSS, MCRT, Settleable Solids,
pH, DO, Sludge ■
n
n
n
Judge, and other that are applicable?
Comment:
Equalization Basins
Yes
No
NA
NE
Is the basin aerated?
■
n
n
n
Is the basin free of bypass lines or structures to the natural environment?
■
n
n
n
Is the basin free of excessive grease?
■
n
n
Cl
Are all pumps present?
■
n
n
n
Are all pumps operable?
■
n
n
n
Are float controls operable?
■
Are audible and visual alarms operable?
■
n
n
n
# Is basin size/volume adequate?
■
n
n
n
Comment:
V--
K1-
AIA
\IC
Type of bar screen
a. Manual
■
b. Mechanical
❑
Are the bars adequately screening debris?
■
n n n
Is the screen free of excessive debris?
■
n n In
Is disposal of screening in compliance?
■
n n n
Is the unit in good condition?
■
n n n
Comment:
Page #. 4

Permit: NCO086223
Inspection Date: 08/27/2010
Owner - Facility: Adventure Village WWTP
Inspection Type: Compliance Evaluation
Aeration Basins
Yes
No
NA
NE
Mode of operation
Ext. Air
Type of aeration system
Diffused
Is the basin.free of dead spots?
■
n
n
n
Are surface aerators and mixers operational?
❑
❑
■
n
Are the diffusers operational?
■
n
n
n
Is the foam the proper color for the treatment process?
■
❑
n
n
Does the foam cover less than 25% of the basin's surface?
■
n
❑
n
Is the DO level acceptable?
n
❑
❑
■
Is the DO level acceptable?(1.0 to 3.0 mg/1)
n
n
n
■
Comment:
Secondary Clarifier
Yes
No
NA
NE
Is the clarifier free of black and odorous wastewater?
■
n
n
n
Is the site free of excessive buildup of solids in center well of circular clarifier?
n
n
■
n
Are weirs level?
n
❑
n
Is the site free of weir blockage?
■
❑
n
Is the site free of evidence of short-circuiting?
■
n
n
Is scum removal adequate?
■
n
n
n
Is the site free of excessive floating sludge?
■
n
n
n
Is the drive unit operational?
❑
❑
■
n
Is the return rate acceptable (low turbulence)?
■
n
n
I,
Is the overflow clear of excessive solids/pin floc?
■
n
n
❑
Is the sludge blanket level acceptable? (Approximately'/4 of the sidewall depth)
■
n
n
n
Comment:
Disinfection -Tablet
Yes
No
NA
NE
Are tablet chlorinators operational?
■
n
n
n
Are the tablets the proper size and type?
■
n
n
n
Number of tubes in use?
1
Is the level of chlorine residual acceptable?
■
n
n
n
Is the contact chamber free of growth, or sludge buildup?
■
❑
n
n
Page # 5

Permit: NC0086223
Inspection Date: 08/27/2010
Disinfection -Tablet
Owner - Facility: Adventure Village VWVfP
Inspection Type: Compliance Evaluation
Is there chlorine residual prior to de -chlorination?
Comment:
De -chlorination
Type of system ?
Is the feed ratio proportional to chlorine amount (1 to 1)?
Is storage appropriate for cylinders?
# Is de -chlorination substance stored away from chlorine containers?
Comment:
Are the tablets the proper size and type?
Are tablet de -chlorinators operational?
Number of tubes in use?
Comment:
Yes No NA NE
■nnn
Tablet
nn■n
nn■n
nn■n
Page # 6

T R E V'%--'*#' 0
2020 Howard Gap Road
Hendersonville, N.C. 28792
Phone[phone]
Fax[phone]
Performance Annual Report 2009
Mr. Dale Owen:
Trevco and Operator in Responsible Charge, Trevor McMinn (cert.#15084) are providin this re ort once
per year to keep you informed of the performance of this facility.
® L'
General information:
Facility System Name: Adventure Village
Responsible Entity: Dale Owen
Person in Charge: Dale Owen
Applicable Permit: NPDES #=N 223y
Description of Treatment Process:
I j
OFFICE
FEB 2 3 2010
Two package wastewater treatment plants in a parallel configuration consisting of one steel splitter box, two
influent equalization basins {5000 Gallons ea.), two steel aeration basins {10200 Gallons ea.), dual
blowers ( Roots 36 URAI w/ 5hp motors), 2 steel clarifiers{5000 Gallons ea}, 2 sludge holding basins
{5000 Gallons ea.}, 2 tablet chlorinators, 2 chlorine contact tanks 1750 Gallons ea.), 2 tablet de -
chlorinators .and a V-notch weir attached to an ultrasonic flow meter. Combined capacity of these 2 plants is
MGD located at Double D`s Catfishing &RV Resort, 129 Israel Road , in Brevard, Transylvania
County, North Carolina.
Performance:
This facility had no violations in 2009.
The plant apparently has some infiltration and is capable of flowing during heavy rains. Please contact the
operator during the off season so that I can troubleshoot and repair the infiltration or batch the rain water
through the plant and sample as required by DWQ. In 2009 the infiltration was addressed and all accessible
leaks have been addressed.
Sludge Management:
To date this facility has never built up enough sludge to waste to the digesters. No sludge has ever been
hauled, due to the low flow and loading of this facility. Should business increase and the need for sludge
removal becomes apparent it will be wasted to the digesters where it will be stored and thickened for cost
effective hauling. Sludge removal will be by truck by Mike's Septic, {828-253-2612} a local pump truck
contractor. He will haul the sludge to disposal at the Town of Brevard waste treatment facility. All
associated costs of this hauling will be paid by Adventure Village. Removal and management of this sludge
will be done in a timely manner and in the best interests of facility operation and the environment.
Notification: This report will be delivered to Adventure Village to the attention of Mr. Dale Owen and to
Central Files, Division of Water Quality.
Conclusion: The Adventure Village treatment plant is well designed for the existing flow and is a pleasure
to operate. Everyone involved should be commended for the care and management of this facility and the
0

environment.
Certification: I certify under penalty of law that this report -is complete and accurate to the best of my
knowledge. I further certify that this report has been made available to the users or customers of the named
system and that those users have been notified of its availability.
Operator in responsible charge:
Trevor C. Mgc�Minn
4, ( I
Owner, Trevco
Date: 2/17/10

TREVCO
ENVIRONMENTAL * MAINTENANCE * CONSTR
2020 Howard Gap Road
Hendersonville, N.C. 28792
Phone[phone]
Fax[phone]
4/30/09
NCDENR
DWQ-SWP
Attn: Roger Edwards
2090 U.S. Highway 70
Swannanoa, NC 28788
M AY - 1 2009
WATER QUALITY SECTION
ASHEVILLE REGIONAL OFFICE
Mr. Edwards:
In regard to NOV2009-MV-0076, NOV-2009-MV-0077, and NOV-2009-MV-0078 or Adventure Village
(permit 4NC0086223) we respectfully request leniency.
The NOV's from your office arrived 4/29/09 and created a great deal of head scratching. The failure to
monitor for temperature was traced to a another permit in place in the logbook. The permit was for Morgan
Mill Resorts (NC0081001) also owned by a previous owner. The operator consulted this permit which was
inadvertently provided by the owner. The two permits are similar except for temperature monitoring
frequency. Obviously some assumptions were made in using this permit.
On April 30'h 2009, being made aware of the problem, I left a message for Janet Cantwell and asked for a
full copy of Adventure Village's permit. Janet has been a great resource for permits for other facilities.
We regret that this oversight occurred and are committed to ensure that it does not happen again. The
temperature stayed stable throughout this time period and flow was extremely low. There is no commercial
or industrial activity that would adversely affect temperature on site. The impact to the environment of this
failure to monitor temperature was extremely low.
We hope to avoid any fines or enforcement actions for the following reasons:
3. The permit in question was supplied by a previous owner not the Whitmire's.
The new permit when it arrives will be distributed to the new owner, the log book, and to the operator's
files. The Morgan Mill permit will be removed from any files the operator has. We will give this problem
the serious attention it deserves. Any help you can provide will be greatly appreciated.
If I can be of further assistance please don't hesitate to call.
Sincerely,
Trevor C. McMinn
ORC

E E C Y
CENR `
North Carolina Department of Environment and Natural Resources
Division of Water Quality U
Beverly Eaves Perdue Coleen H. Sullins Dee Freem
Governor Director / 9 SecreAtH
y
April 28, 2009 1
Ms. Debi A. Whitmire, Co -President
Headwaters Outfitters Adventure Village
P.O. Box 1057
Rosman, North Carolina 28772
l� ubject: NOTICE OF VIOLATION
NOV-2009-MV-0078
v
tl Permit No. NCO086223
Adventure Village WWTP
Transylvania County
Dear Ms. Whitmire:
A review of Adventure Village WWTP's monitoring report for December 2008 showed the following violations:
Parameter
Date
Measuring
Frequency
Violation
Temperature, Water
12/06/2008
Daily
Failure to Monitor
Temperature, Water
12/20/2008
Daily
Failure to Monitor
It was also noted that the Compliance box on the back of the DMR was marked "Compliant" when in fact it
should have been marked "Non -Compliant" with an explanation of the reason for the non-compliance.
Remedial actions should be taken to correct this problem. The Division of Water Quality may pursue
enforcement action for this and any additional violations of State law.
To prevent further action, carefully review these violations and deficiencies and respond in writing to this
office within 10 working days of receipt of this letter. You should address the causes of non-compliance and all
actions taken to prevent the recurrence of similar situations.
If you should have any questions, please do not hesitate to contact Janet Cantwell or me at 828/296-4500.
rSincerely,
1 V
Roger C. Edwards, Regional Supervisor
Surface Water Protection Section
cc: IMCJ_T/VQ OAshe�es.
DWQ Central Files
Trevor McMinn/ ORC
G:\WPDATA\DEMWQ\Transylvania\86223 D & D Catfish\86223 NOV-2009-MV-0078.doc Nor[hCarolina
�Vatumlly
North Carolina Division of Water Quality 2090 U.S. Highway 70 Swannanoa, N.C. 28778 Phone[phone] Customer Service
Internet: www.ncwaterguality.org FAX [phone]

ARi LF, E CC y
MCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins Dee Freeman
Governor Director Secretary
April 28, 2009
Ms. Debi A. Whitmire, Co -President
Headwaters Outfitters Adventure Village
P.O. Box 1057
Rosman, North Carolina 28772
Subject: NOTICE OF VIOLATION
NOV-2009-MV-0077
Permit No. NCO086223
Adventure Village WWTP
Transylvania County
Dear Ms. Whitmire:
A review of Adventure Village WWTP's monitoring report for November 2008 showed the following violations:
Parameter
Date
Measuring
Frequency
Violation
Temperature, Water
11/01/2008
Daily
Failure to Monitor
Temperature, Water
11/22/2008
Daily
Failure to Monitor
It was also noted that the Compliance box on the back of the DMR was marked "Compliant" when in fact it
should have been marked "Non -Compliant" with an explanation of the reason for the non-compliance.
Remedial actions should be taken to correct this problem. The Division of Water Quality may pursue
enforcement action for this and any additional violations of State law.
To prevent further action, carefully review these violations and deficiencies and respond in writing to this
office within 10 working days of receipt of this letter. You should address the causes of non-compliance and all
actions taken to prevent the recurrence of similar situations.
If you should have any questions, please do not hesitate to contact Janet Cantwell or me at 828/296-4500.
Sincerely,
Roger C. Edwards, Regional Supervisor
Surface Water Protection Section
eD1NQ Ashevll��'Fil'e's
DWQ Central Files
Trevor McMinn/ ORC
G:\WPDATA\DEMWQ\Transylvania\86223 D & D Catfish\86223 NOV-2009-MV-0077.doc No One
No �RlllCll��6f
North Carolina Division of Water Quality 2090 U.S. Highway 70 Swannanoa, N.C. 28778 Phone[phone] Customer Service
Internet: www.ncwaterguality.org FAX [phone]

.;.;
CDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins Dee Freeman
Governor
Ms. Debi A. Whitmire, Co -President
Headwaters Outfitters Adventure Village
P.O. Box 1057
Rosman, North Carolina 28772
Dear Ms. Whitmire:
Director
April 28, 2009
Subject: NOTICE OF VIOLATION
NOV-2009-MV-0076
Permit No. NCO086223
Adventure Village WWTP
Transylvania County
Secretary
A review of Adventure Village WWTP's monitoring report for October 2008 showed the following violation:
Parameter
Date
Measuring
Frequency
Violation
Temperature, Water
10/18/2008
Daily
Failure to Monitor
It was also noted that the Compliance box on the back of the DMR was marked "Compliant" when in fact it
should have been marked "Non -Compliant" with an explanation of the reason for the non-compliance.
Remedial actions should be taken to correct this problem. The Division of Water Quality may pursue
enforcement action for this and any additional violations of State law.
To prevent further action, carefully review these violations and deficiencies and respond in writing to this
office within 10 working days of receipt of this letter. You should address the causes of non-compliance and all
actions taken to prevent the recurrence of similar situations.
If you should have any questions, please do not hesitate to contact Janet Cantwell or me at 828/296-4500.
Sincerely,
Roger C. Edwards, Regional Supervisor
Surface Water Protection Section
~ D I s ieville,Filesti -�
DWQ Central Files
Trevor McMinn/ ORC
G:\WPDATA\DEMWQ\Transylvania\86223 D & D Catfish\86223 NOV-2009-MV-0076.doc
NorthCarolina
Natimally
North Carolina Division of Water Quality 2090 U.S. Highway 70 Swannanoa, N.C. 28778 Phone[phone] Customer Service
Internet: www.ncwaterguality.org FAX [phone]

October 22, 2007
CERTIFIED MAIL 7002 3150 0003 7052 6324
RETURN RECEIPT REQUESTED
Morgan Mills Resort
DBA: D&D Catfish Resort
PO Box 193
Balsam Grove, NC 28708
Dear Mr. Owen:
Michael F. Easley, Governor
William G. Ross -Jr., Secretary
North Carolina Department of Environment and Natural Resources
\ - Coleen_kl. Sullins, Director
II ^ V11 i%n o [W� te
Divsr Quality
�I OCT 2 5 2007
I
WATER QUALITY SECTION
ASHEVILLE REGIONAL OFFICE
'Q,.
Subject: NOTICE OF VIOLATION - NOV- 2007- LR- 0078
D&D Catfish Resort WWTP NCO086223
Transylvania County
This is to inform you that the Division of Water Quality has not received your monthly monitoring report for August
2007 after the required reporting date. This is in violation of Part II, Condition D(2) of the NPDES permit, as well as 15A
NCAC 2B .506(a), which requires the submittal of Discharge Monitoring Reports no later than the thirtieth (30th) day
following the reporting period. Failure to submit reports as required will subject the violator to the assessment of a
civil penalty of up to $25,000 per violation. You will be considered noncompliant with the self -monitoring requirements
of your NPDES permit until the report has been submitted.
Please submit the August 2007 DMR report within 15 days of receipt of this notice if you have not yet
submitted it. To prevent further action, please submit future monthly reports within the above -mentioned
timeframe to avoid further enforcement actions. You are also required to notify the Division each time mailing or
phone numbers are changed which relate to your NPDES permit.
Please submit the current phone numbers for contact and current mailing addresses, which are
requirements of your NPDES permit operating conditions. Failure to submit reports or permit contact corrections
as required will subject the violator to the assessment of a civil penalty of up to $25,000 per violation.
The Division must take these steps because timely submittal of discharge monitoring reports is essential to the
efficient operation of our water quality programs. We appreciate your assistance in this matter. If you have any questions
about this letter or Discharge Monitoring Reports, please contact me at 919-733-5083, extension 539.
Sincerely,
Bob Guerra
Western Region NPDES Unit
cc: r ace W, ,ateriPrrs�tirOn S1apergtsor
Central Files
N�o,i;tttCarolina
North Carolina Division of Water Quality 1617 Mail Service Center . Raleigh, NC 27699-1617 Phone [phone] Customer Service
Internet: h2o.enr.state.nc:us 512 N. Salisbury St. Raleigh, NC 27604' FAX [phone]
An Equal Opportunity/Affirmative Action Employer-50% Recycled/10% Post Consumer Paper

W ATFRQG
r
A Dale Owen
D&D Catfish Resort
15 Morgan Mill Rd
Brevard NC 28712
Dear Mr. Owen:
Mic ael F 'Easley,Governor ?i
Wlllla
G Ro s Jtl Seetary
North Carolina Departmel..__nvironment "atura Res rces
'1
Tcto(
.f'
..
Alan Klimek, P�J E. Qj
�
Division of Water Quality
!g ,
Asheville Regional Office
SURFACE WATER PROTECTION
January 5, 2006
SUBJECT: November 28, 2005
Compliance Evaluation Inspection D&D
Catfish Resort
D&D Catfish Resort
Permit No: NCO086223
Transylvania County
Enclosed please find a copy of the Compliance Evaluation Inspection form from
the inspection conducted on November 28, 2005. The Compliance Evaluation Inspection
was conducted by James R Reid of the Asheville Regional Office. The facility was found
to be in Compliance with permit NC0086223.
Please refer to the enclosed inspection report for additional observations and
comments. If there are questions, please call me at 828-296-4500 Ext.4651.
Sincerely,
'e
James R Reid
Enclosure
cc: Trevor Clyde McMinn, ORC
Central Files
ca sh'b-v--iIIb--Fil,bsft
No erhCarolina
�atur�r!!y
2090 U.S. Highway 70, Swannanoa, NC 28778 Telephone: [phone] Fax: [phone] Customer Service 1 877 623-6748

United States Environmental Protection Agency
Form Approved.
EPA Washington, D.C. 20460
OMB No. 2040-0057 I,
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 I5I 11 NC0G8'o223 111 121 05/11/28 117 18ICI 191c1 20I
L—
Remarks
21111111111111111111111111111111111111111111111116
Inspection Work Days Facility Self -Monitoring Evaluation Rating B1 QA ------------------------ Reserved ------ —------- ----
67I 169 70I 3 I 71 J 72 [ j j 73 I I 174 751 I I I I I I 180
u l�
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)
10:00 AM 05/11/28
05/10/01
D&D Catfish Resort
Exit Time/Date
Permit Expiration Date
Off NCSR 1329
Rosman NC 28772
10•30 AH 05/1.1/28
10/09/30
Name(s) of Onsite Representative(s)/Titles(s)/Phone and Fax Number(s)
Other Facility Data
Trevor Clyde mcminn/0RC/826-696-8971/
Name, Address of Responsible Official/Title/Phone and Fax Number
Contacted
A Dale Owen,15 Morgan M1111 Rd Erevard NC 28712//828-884-6823/ ido
Section C: Areas Evaluated During Inspection (Check only those areas evaluated)
Permit 0 Flow Measurement Operations & Maintenance E Records/Reports
Self -Monitoring Program 0 Facility Site Review Effluent/Receiving Waters
Section D: Summary of Finding/Comments (Attach additional sheets of narrative and checklists as necessary)
(See attachment summary)
Name(s) and Signature(s) of Inspector(s) Agency/Office/Phone and Fax Numbers Date'
/nI //1►_ /
James R Reid � �n f vX� p �� ARO WQ//828-296-4500 Ext.4651!
Signature of Manaaggeement Q A Reviewer Agency/Office/Phone and Fax Numbers Date
�[ /
LA 10�
EPA Form 3560-3 (Rev 9-94) Previous editions are obsolete.
Page # 1

NPDES yr/mo/day Inspection Type 1
3I INC^vo8&223 I11 12I 05%li/�8 117 18I CI
Section D: Summary of Finding/Comments (Attach additional sheets of narrative and checklists as necessary)
End -of -season shut -down was scheduled for Wednesday following Monday's inspection. Flow, due to
departing campers, was approximately 300 gallons per day at the time of inspection. Due to sludge having
been pumped in preparation for shut -down, the liquid level was below the outfall line's elevation; resullting in
no -discharge. The plant appeared well kept and maintained; the liquid in the clarifier was clean and clear.
Page # 2

v
Permit: NCO086223 Owner - Facility: D&D Catfish Resort
Inspection Date: 11/28/2005 Inspection Type: Compliance Evaluation
Operations & Maintenance Yes No NA NE
Is the plant generally clean with acceptable housekeeping? ■ ❑ ❑ E)
Does the facility analyze process control parameters, for ex: MLSS, MCRT, Settleable Solids, pH, DO, Sludge ■ ❑ ❑ ❑
Judge, and other that are applicable?
Comment:
(If the present permit expires in 6 months or less). Has the permittee submitted a new application? ■ 11
El 0
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:
Page # 3

DIVISION OF WATER QUALITY
Chemistry Laboratory Report / Water Quality
-1 SAMPI F TYPF
COUNTY - TRANSYLVANIA PRIORITY
RIVER BASIN: ❑ AMBIENT ❑ QA ❑ STREAM X❑ EFFLUENT
REPORT TO ARO Regional Office X❑ COMPLIANCE CHAIN OF CUSTODY El LAKE INFLUENT
Other : EMERGENCY VISITID ❑ ESTUARY
COLLECTOR(S) : J REID F 1
Estimated BOD Range: Station Location: D & D CATFISH
Seed: Chlorinated: Remarks:
Lab Number :
5W7228 .
Date Received:
12/20/2005
Time Received :
9:10 AM
Received By
HMW
r
Data Released :
SW
Date Reported:
1/9/2006
Date Begin (yy/mm/dd) Date End (yy/mm/dd) Time Begin Time End I Depth - DM, DB, DBM Value Type - A, H, L I Composite-T, S,1 Sample Type
20051128 1 1 1025 1 0.1
BOD 310 mg/L
COD High 340 mg/L
COD Low 335 mg/L
Coliform: MF Fecal 31616 /loom]
Coliform: MFTotal 31504 /100ml
Coliform: tube Fecal 31615 /100ml
Coliform: Fecal Strop 31673 /loom]
Residue: Total 500 mg/L
Volatile 505 mg/L
Fixed 510 mg/L
Residue: Suspended 530 mg/L
Volatile 535�, mg/L
Fixed 540,E mg/L
pH 403 units
Acidity to pH 4.5 436: mg/L
Acidity to pH 8.3 435 mg/L
Alkalinity to H 8.3 415 mg/L
Alkalinity to pH 4.5 410 mg/L
mg/L
ty 76 NTU
. _.m Total Tube '7100 mis
COMMENTS:
Chloride 940 mg/L
Chi a: Tri 32217 ug/L.
Chi a: Corr 32209 ug(L
Pheophytin a 32213 ug/L
Color. True 80 C.U.
Color. (pH) 83 pH= C.U.
Color. pH 7.6 82 C.U.
Cyanide 720 mg/L
Fluoride 951 mg/L
Formaldehyde 71880 mg/L
X
Grease and Oils 556 101-1 mg/L
Hardness Total 900 mg/L
Specific Cond. 95 umhos/cm
MBAS 38260 mg(L
Phenols 32730 ug/L.
Sulfate 945 mg/L
Sulfide 745 mg/L
Boron
Tannin & Lignin ug/L
Hexavalent Chromium ug/L
Bicarbonate mg/L
Carbonate mg/L
Total Dissolved Solids mg/L
NH3 as N 610 mg/L
TKN an N 625 mg/L
NO2 plus NO3 as N 630 mg/L
P: Total as P 665 mg/L
PO4 as P 70507 mg/L
P: Dissolved as P 666 mg/L
K-Potassium mg/L
Cd-Cadmium 1027 ug/L
Cr-Chromium:Total 1034 ug/L
Cu- Copper 1042 ug/L.
Ni-Nickel 1067 ug/L
Pb- Lead L051 ug/L
Zn- Zinc 1092 ug/L
IV -Vanadium ug/L
Ag- Silver 1077 ug/L.
Al- Aluminum 1105 ug/L
Be -Beryllium 1012 ug/L
Ca- Calcium 916 mg/L
Co- Cobalt 1037 ug/L.
Fe- Iron 1045 ug/L.
Mo-Molybdenum ug/L
Sb-Antimony ug/L
Sn-Tin ug/1-
TI-Thallium ug/L
Ti-Titanium ug/L.
Hg-1631 ng/L
Li -Lithium 1132 ug/L
Mg- Magnesium 927 mg/L
Mn-Manganese 1055 ug/L
Na- Sodium 929 mg/L
Arsenic:Total 1002 ug/L
Se- Selenium 1147 ug/L
Hg- Mercury 71900 ug/L
Ba-Barium ug/L
Organochlorine Pesticides
Organophosphoms Pesticides
Acid Herbicides
Base/Neutml&Acid Extractable Organics
TPH Diesel Range
Purgeable Organics (VOA bottle req'd)
TPH Gasoline Range
TPH/BTEX Gasoline Range
Phytoplankton
V.s
JAN 1 2 2006 I ��
WATER QUALITY SECTION
ASHEVILLE REGIONIAL OFFICE

DIVISION OF WATER
WATER QUALITY FIELD -LAB FORM (DM1)
J/�Q%UALITYY
�k)q-
PRIORITY
SAMPLE
TYPE
COUNTY T I/Y/ %y7
RIVER BASIN � �C' /�
❑ AMBIENT
❑
STREAM
kT EFFLUENT
REPORT TO: RO FRO hIRO RRO WaRO WiRO WSRO TS
AT BM
COMPLIANCE
❑
1
LAKE
❑ INFLUENT
Other
Shipped by: Bus ourier, ther
El EMERGENCY
❑
ESTUARY
COLLECTOR(S): —A:7 10
STATION LOCATION:
;� I�
(�_/
t d BOD Ran a: 0-5/5-25/25-65/40-130 or 100 lus
s ima e g p
Seed: Yes ❑ No ❑ Chlorinated: Yes ❑ No ❑
Station ff Date Begin
I
BOD5 310 mg/L
2
COD High 340 mg/L
3
COD Low 335 mg/L
4
Colifonn: MF Fecal 31616 /1001n1
5
Coliform: NtF Total 31504 /100ml
6
Coliform: Tube Fecal31615 /100ml
7
Coliform: Fecal Strep 31673 /100m1
8
Residue: Total 500 mg/L
9
Volatile 505 mg/L
10
Fixed 510 mg/l.
11
Residue: Suspended 530 tng/L
12
Volatile 535 mg/L
13
Fixed 540 mg/L
14
pll 403 units
15
Acidity to pH 4.5 436 mg/L
16
Acidity to p1l 8.3 435 mg/L
17
Alkalinity to pH 8.3 415 mg/L
18
Alkalinity to pH 4.5 410 mg/L
19
'rOC 680 mg/L
20
Turbidity 76 NTU
REMARKS:
Date End
Chloride 940 mg/L
Chl a 70953 µg/L
Color: True 80 Pt -Co
Color:(pH ) 83 ADM]
Color:pH 7.6 82 ADMI
Cyanide 720 mg/L
Fluoride 951 mg/L
Formaldehyde 71880 mg/L
Grease and Oils 556 mg/L
Hardness Total 900 mg/L
Specific Cond. 95
MBAS 38260 mg/L
Phenols 32730 µg/L
Sulfite 945 mg/L
Sulfide 745 mg/L
End
r—tat,ri—nnrry
Lab NumberlJ
Date Receivedt) Time
Rec'd b : From: Bus- i i,_Hand .Del.
DATA ENTRY BY: CK:
DATE REPORTED:
Q!M B DBM Value Type Composite Sample Type
trJ,. f A H L T S B C `n GNXX.
NH3 as N 610 mg/L
TKN as N 625 mg/L
NO2 plus NO3 as N 630 tng/L
P: Total as P 665 mg/L
PO4 as P 665 mg/L
P: Dissolved as P 666 mg/L
Cd-Cadmium 1027 µg/L
Cr-Chromium;Total 1034 µg/L
Cu-Copper1042 µg/L
Ni-Nickel 1067 µg/L
lib -Lead 1051 µg/L
Zn-Zinc 1092 µg/L
Ag-Silver 1077 µg/L
AI -Aluminum 1105 µg/L
Be -Beryllium 1012 µg/L
Ca -Calcium 916 mg/L
Co -Cobalt 1037 pg/L
Fe -Iron 1045 µg/L
Li -Lithium 1132 µg/L
Mg -Magnesium 927 mg/L
Mn-Manganese 1055 µg/L
Na-Sodium 929 mgtL
Arsenic:Total 1002 µg/L
Se -Selenium 1147 µg/L
Hg-NIcrcury 71900 µg/L
Organochlorine Pesticides
Organophosphorus Pesticides
Acid Herbicides
Base/Neutral Extractable Organics
Acid Extractable Organics
Purgeable Organics (VOA bottle req'd)
PhyKoplankton
Lab Use Only
Tem erature on arrival:
Sampling Point'%
Conductance at 25°C
Water Temperature °C
D.O. mg/L
pH
Alkalinity
Acidity
Air Temperature °C
pH 8.3 pH 4.5
pH4.5 pH 8.3
2
4
0
300
400
82244 431
2243 82242
20
Salinity 96u
Precipitation (in/day)
Cloud Cover %
Wind Direction (Deg)
Stream Flow Severity
Turbidity Severity
11350
Wind Velocity
Mean Stream Depth ft.
Stream Width ft.
80
45
32
36
1351
35
64
4

so
State of North Carolina
Department of Environment
and Natural Resources
Asheville Regional Office
Michael F. Easley, Governor
William G. Ross, Jr., Secretary
Alan W. Klimek, P.E., Director
Division of Water Quality
WATER QUALITY SECTION
June 27, 2002
Mr. Burlis Powell
HC 71 Box 235C
Rosman, North Carolina 28792
Dear Mr. Powell:
NCDENF1
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
Subject: Discharge of Fish Cleaning
Wastewater to the D & D Catfish
Resort Wastewater Treatment Facility
Transylvania County
It is my understanding that you wish to discharge fish cleaning wastewater to the D & D Catfish Resort's
wastewater treatment facility. As long as the solid portion of this waste stream is segregated from the water
there should be no difficulty in discharging this waste stream to the treatment facility. There is ample
capacity to accept this wastewater, however, should this discharge ever interfere with the facility's ability to
treat incoming wastewater, installation of pretreatment units will be required. Currently flows are
approximately 1,000 gallons/day while the design capacity of the treatment facility is 50,000 gallons/day.
Your discharge should be minimal and should have no impact.
Since you are a separate business from the D & D Catfish Resort, a letter from Dale Owens is needed
verifying he is willing to accept your discharge. If you have any questions, please contact me at 828-251-
6208, ext. 258 or on my cell phone at 828-231-1333.
Sincerely, /
Kerry S. Becker
Environmental Technician
fax: Wesley McCall, Transylvania Co. Inspections Dept.
59 Woodfm Place, Asheville North Carolina 28801 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post -consumer paper

NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
Division of Water Quality - Water Compliance Inspection Report (EPA Form 3560-3)
Section A: National Data System Coding
transaction NPDES # yr/mo/day inspection type inspector facility type days self -monitoring
new NCO086223 01/10/11 CEI state 2 1 3
Section B: Facility Data
Name and Location of Facility Inspected:
D & D Catfish Resort
Rosman, Transylvania Co. North Carolina
Entry Time:
1100
Permit Effective:
1/1/99
Exit Time:
1200
Permit Expiration:
9/30/00
Name(s) of On -Site Representative(s) Title(s) Phone number(s):
Trevor McMinn Operator 828- 696-8971
Name, Title, Address of Responsible Official:
Dale Owen
Route 2 Box 397
Brevard, North Carolina 28712
Phone number(s): 828-884-6823
Fax number(s): 828-884-4928
Contacted? No
Section C: Areas Evaluated During Inspection S - Satisfactory, M - Marginal, U - Unsatisfactory, N - Not Evaluated
S Permit S Flow Measurement S Operations & Maintenance N Sewer Overflow
S Records/Reports S Self -monitoring Program S Sludge Handling/Disposal N Pollution Prevention
S Facility Site Review N Compliance Schedules N Pretreatment N Multimedia
S Effluent/Receiving Waters N Laboratory N Storm Water N Other:
Section " D of Find! n om / m i ance S (Attach additional sheets if necessary)
Inspection at the request of the operator to assist in addressing earlier NH3 violations. Recommended operator utilize one
side of the plant during the low flow season and to operate it as "a batch type system. Monitoring of the effluent would be
required when, the supernatant was pumped from the facility. Continuous discharge would occur once flows increased.
Operator should also monitor alkalinity and add the same should it be necessary.
Compliance Status: X Compliance Marginal Compliance/Deficiency Non -Compliance
Name(s) and Signatures) o Inspector(s)/Telephone: Kerry S. Becker Agency/Office: Date: 11/6/01
828-251-6208 Water Quality Section Asheville Region
Na e, d Signatu�ee/ —f evi er: �r;� �n orrest R. Westall
Fax: [phone]
Date: %
Signature of Management QA Rev�wer:
Agency:
Date

w
Robert G. Burn, Jr., Inc.
c®nsa tang ca.H nzIneera
March 4, 2000
Mr. David Goodrich
NPDES Unit Supervisor
PO Box 29535 ROW&T
Raleigh, NC 27626-0535 A"("Q71 I1,1� `
Re: Double "D" Catfishing & RV Resort
Construction. of Wastewater Treatment Facility
Transylvania County
RGB, Jr. Inc. File # 0962
0YV �p
Dear Mr. Goodrich: Net 0
Please find enclosed:
1. Letter of request from Permittee (Mr. Dale Owens, Transylvania Evergreen
Corporation)
2. Five sets of Detailed Plans and Specifications
3. Three sets of Design calculations and Hydraulic Profiles
4. Five sets of Flow Schematics
5. Five abbreviated NPDES Permits
6. Five copies of 8-1/2" x 11" site location maps
7. Check in amount of $150.00 for application fee.
If you have any questions concerning this matter, please feel free to call upon me at anytime at
[phone].
With kind regards, I am
Sincerely yours,
Robert G. Burgin., Inc.
Robert G. Burgin, Jr., PE
Enclosures
Cc: Mr. Dale Owen
Cc: Ms. Karev Becker
Robert G. Burgin, Jr., Inc. PO Box 1804 Irmo, SC 29063
Phone -[phone] Fax-[phone] Digital Pager- [phone]

ROBERT G. BURGIN, JR., INC.
Consulting Engineer
PO BOX 1804
IRMO, SC 29063-1804
January 6, 1998
Ms. Karey Becker
DENR
59 Woodsin Place
Asheville, NC 28801
Re: D&D Catfish Resort
RGB, Jr. Inc. File # 0964
Dear Ms. Becker:
Per the request of Bethany Bolt of the NPDES Unit in Raleigh, I have attached a copy of the
plans for the above referenced project. If you have any questions concerning this matter, please
feel free to call upon me at anytime at [phone].
With kind regards, I am
Sincerely yours,
Robert G. Burgin., Inc.
Robert G. Burgin, Jr., PE
Enclosures
Phone -[phone] Fax-[phone] Digital Pager- [phone]

so
00
NY-0
D& D Catfish Resort
Estimated Wastewater Flows
The project will be a camping and trout fishing resort of approximately 50 cabins, 30 campsites,
an office and a 40-unit motel and a restaurant. The expected flow is as follows:
' ' `� 000 d sb k
-� 50 cabins x 300 gpd/cabin = 15, gp
50 campsites x 120 gpd/campsite = 6,000 gpd SSO X /2 0
40 unit motel x 120 gpd/ room = 4,800 gpd �0 ,� a v
Office and reception building = 500 gpd
Restaurants 250 seat at 40 gal / seat=10,000 gpd `%�AQ1/ f /6-
Restaurants
= 2.000 god 6vsl,✓ x 2.
0 Total 38,300gpd use 40,000 gpd for planning purposes
UAP
SEAL
1012
���291q I

N N
D& D Catfish Resort
Revised Subsurface System Size
40,000 gallons per day, = 100,000 square feet of trench bottom
0.4 LTAR
100,000 SUB
3 feet (trench width)
33,333 LFOT
100 feet (length of septic lines)
= 33,333 lineal feet of trench
= 333 100 foot lines
333 lines x 9 feet ( center of trench to center of trench) = 2,997 feet
100 feet x 2997 feet ( dimension of field) = 6.88 acres
43,560 square feet per acre
6.88 acres x 2 areas = 13.76 acres (acreage needed for primary septic system and required repair
area)

N
D & D Catfish resort
Cost Estimate Summary
Detailed cost Estimates for the Subsurface Disposal System and the Wastewater Treatment Plant
with Discharge to Peter Weaver Creek are attached. The following is a summary of the costs.
Subsurface System (— $1,083,002.48
WWTP System with Discharge to Creek $808,572.78

File Name: SUBSURF.EST Construction Estimat Page 1
Qty Craft @ Hours Unit Material Labor Equipment Total
Cost Analysis of Subsurface System
Means cost estimating quide, Craftsman National Estimator, Cost Estimators Reference Manual
Second Addition
Sewer Connections, Subcontract. Including typical excavation and backfill.
6" PVC sewer pipe, property line to main line
6" PVC pipeline sewer service connection
Long runs
8100.00 -- @ .0000 LF 0.00 0.00 0.00 81, 000.00
Residential septic sewer tanks (costs include excavation for tank with good site conditions, placing of
tank, inlet and outlet fittings, and backfill after hookup.)
Steel reinforced concrete tanks
Residential steel septic sewer tanks
1,250 gallons (2 or 3 bedroom house) 50 cabins, 50 campsites (1 for each two sites) 1 office, four
restrooms)
80.00 -- @ .0000 Ea 0.00 0.00 0.00 134,400.00
Manholes. Equipment cost shown is for a wheel mounted 1 CY backhoe at $22.20 per hour for lifting
and placing the items. Trench excavation, bedding material and backfill are not included. Use $3,000 as
a minimum job charge.
Precast concrete manholes, including concrete top and base.
Precast concrete manholes
4' diameter, 6' deep
25.00 S60657.5 Ea 24,825.00 22,225.00 4,875.00 51,925.00
PVC Sewer Pipe. 13' lengths, bell and spigot ends with rubber ring gasket in bell. Installed in open
trench. Equipment cost shown is for a wheel mounted 1 CY backhoe at $22.20 per hour for lifting and
placing the pipe. Trench excavation, dewatering, backfill and compaction are not included. Use $2,500
as a minimum job charge.
PVC sewer pipe
8" pipe
5356.00 C50326.7 LF 17,835.48 11,033.36 1,821.04 30,689.88
Trenches to 5', soil piled only
Trenching by hand to 5', soil piled only
Heavy soil or loose rock
Trenching by hand to 5', soil piled only
Light soil
10712.00 BLO12105 CY
Sewer Pumping Station
0.00 254,945.60 0.00 254,945.60
1.00--0.0000 -- 32,000.00 25,000.00 5,000.00 62,000.00
PVC Sewer Forcemian Pipe. Installed in an open trench. Equipment cost shown is for a wheel mounted
1 CY backhoe at $22.20 per hour for lifting and placing the pipe. Trench excavation, bedding material
and backfill are included. Use $2,500 as a minimum job charge.
PVC Sewer Forcemain pipe
4" pipe

File Name: SUBSURF.EST Construction Estimato* Page 2
Qty Craft @ Hours Unit Material Labor Equipment Total
3585.00 U1 @243.8 LF 10,970.10 26,672.40 1,362.30 39,004.80
Site Clearing for Subsurface Disposal Area. Using a dozer as described below, a 3/4 CY wheel loader
and two 12 CY dump trucks. Clearing costs will be higher on smaller jobs and where the terrain limits
production. These costs include hauling 6 miles to a legal dump. Dump fees are not included. See
Waste Disposal.
Quantity shown in parentheses gives the approximate "loose" volume of the materials removed (volume
being hauled to the dump). For estimating purposes, add the cost equal to 1 acre of the appropriate
clearing operation to allow for moving the equipment on and off the job.
Clear wooded area, pull stumps
Site clearing
Clear wooded area, pull stumps Using a 460 HP D-9 dozer (490 CY)
7.00 C20340.9 Acre 0.00 12,180.00 18,060.00 30,240.00
Septic sewer drain fields (leach lines). Costs include labor, unsaturated paper, piping,
gravel, excavation with good site conditions, backfill, and disposal of excess soil. 4" PVC pipe (ASTM
D2729) laid in 3' deep by V wide trench .
Residential septic sewer drain fields
With 36" gravel base
33333.00--0.0000 LF 0.00 0.00 0.00 279,997.20
Engineering Fees and Soil Scientists Fees. Typical billing rates.
Assistant engineer
1200.00--0.0000 Hr 0.00 0.00 0.00 79,200.00
Soil scientist
600.00--0.0000 Hr 0.00 0.00 0.00 39,600.00
Total Manhours, Material, Labor, and Equipment:
13673.5 85,630.58 352,056.36 31,118.34 468,805.28
Total Only (Subcontract) Costs: 614,197.20
Subtotal: 1,083,002.48
Estimate Total: 1,083,002.48

File Name: WWTP.EST
00
Construction Estimate With Otfosts
Page 1
Qty Craft @ Hours
Unit
Material Labor Equipment
Total
Cost Analysis of WWTP System with Discharge to Creek
Means cost estimating quide, Craftsman National Estimator, Cost Estimators Reference Manual
Second Addition
Sewer Connections, Subcontract. Including typical excavation and backfill.
6" PVC sewer pipe, property line to main line
6" PVC pipeline sewer service connection
Long runs
Per Unit:--0.0000 LF 0.00 0.00 0.00 10.00
8100.00 -- @ .0000 LF 0.00 0.00 0.00 81, 000.00
Manholes. Equipment cost shown is for a wheel mounted 1 CY backhoe at $22.20 per hour for lifting
and placing the items. Trench excavation, bedding material and backfill are not included. Use $3,000 as
a minimum job charge.
Precast concrete manholes, including concrete top and base.
Precast concrete manholes
4' diameter, 6' deep
Per Unit: S6026.30 Ea 993.00 889.00 195.00 2,077.00
25.00 S60657.5 Ea 24,825.00 22,225.00 4,875.00 51,925.00
PVC Sewer Pipe. 13' lengths, bell and spigot ends with rubber ring gasket in bell. Installed in open
trench. Equipment cost shown is for a wheel mounted 1 CY backhoe at $22.20 per hour for lifting and
placing the pipe. Trench excavation, dewatering, backfill and compaction are not included. Use $2,500
as a minimum job charge.
PVC sewer pipe
8" pipe
Per Unit: C50.0610 LF 3.33
2.06
0.34
5.73
5356.00 C50326.7 LF 17,835.48
11,033.36
1,821.04
30,689.88
Trenches to 5', soil piled only
Trenching by hand to 5', soil piled only
Heavy soil or loose rock
Trenching by hand to 5', soil piled only
Light soil
Per Unit: BL@ 1.130 CY 0.00
23.80
0.00
23.80
10712.00 BLO12105 CY 0.00
254,945.60
0.00
254,945.60
Sewer Pumping Station
Per Unit:--0.0000 -- 26,000.00 25,000.00 5,000.00 56,000.00
1.00--6.0000 -- 26,000.00 25,000.00 5,000.00 56,000.00
PVC Sewer Forcemian Pipe. Installed in an open trench. Equipment cost shown is for a wheel mounted
1 CY backhoe at $22.20 per hour for lifting and placing the pipe. Trench excavation, bedding material
and backfill are included. Use $2,500 as a minimum job charge.
PVC Sewer Forcemain pipe
4" pipe
Per Unit: U1 @.0680 LF 3.06 7.41 0.38 10.85
544.00 U1036.99 LF 1,664.64 4,031.04 206.72 5,902.40

File Name: WWTP.EST
Qty Craft @ Hours Unit
Construction Estimate With
Material Labor
Otfosts
Equipment
Page 2
Total
Purchase of used WWTP and transport to site
Per Unit:--0.0000 --
1,500.00
3,000.00
1,000.00
5,500.00
1.00--@.0000 --
1,500.00
3,000.00
1,000.00
5,500.00
Painting of WWTP
Per Unit:--@.0000 --
2,000.00
2,500.00
500.00
5,000.00
1.00--@.0000 --
2,000.00
2,500.00
500.00
5,000.00
Equalization Basin Tankage
Per Unit:--0.0000 --
10,000.00
5,000.00
1,000.00
16,000.00
2.00--0.0000 --
20,000.00
10,000.00
2,000.00
32,000.00
Blower Aeration Packages
Per Unit:--@.0000 --
9,000.00
4,000.00
500.00
13,500.00
2.00--0.0000 --
18,000.00
8,000.00
1,000.00
27,000.00
Chlorination and Dechlorination Feed Systems
Per Unit:--@.0000 --
2,650.00
1,000.00
0.00
3,650.00
1.00--0.0000 --
2,650.00
1,000.00
0.00
3,650.00
Excavation for WWTP
Average soil
Per Unit: BL@ 1.840 CY 0.00 38.80 0.00 38.80
2370.00 BL04361. CY 0.00 91,956.00 0.00 91,956.00
Setting WWTP and foundation
Per Unit:--@.0000 -- 6,000.00 11,000.00 2,000.00 19,000.00
1.00--0.0000 -- 6,000.00 11,000.00 2,000.00 19,000.00
Standby Power and Transfer Switch
Per Unit:--@.0000 -- 20,000.00 5,000.00 500.00 25,500.00
1.00--@.0000 -- 20,000.00 5,000.00 500.00 25,500.00
Chain link fencing
72" high
Per Unit: BL@.1250 LF 3.40 2.64 0.00 6.04
160.00 BL020.00 LF 544.00 422.40 0.00 966.40
Gate
Per Unit:--@.0000 -- 250.00 300.00 50.00 600.00
1.00 -- @ .0000 -- 250.00 300.00 50.00 600.00
Building Construction. WWTP Building
Structures and institutional type housing for remote areas. Costs are per square foot covered by the
roof. Based on 2" x 4" wood studs 16" OC, 1/2" gypsum wallboard inside and 1/2" CDX plywood
outside, with minimum plumbing, heating and electrical systems for the intended use. Costs include
factory assembly, delivery by truck to 50 miles and setup on site. Add 1.5% for each additional 50 miles
of delivery. No site preparation, earthwork, foundations, or furnishings included. Cost for smaller, more
complex structures will be higher.
Medium quality
Per Unit:--@.0000 SF 0.00 0.00 0.00 41.50
225.00--@.0000 SF 0.00 0.00 0.00 9,337.50

File Name: WWTP.EST so
Qty Craft @ Hours Unit
Construction Estimate With
Material Labor
101tosts
Equipment
Page 3
Total
WWTP Piping
Per Unit:--@.0000 --
15,000.00
20,000.00
0.00
35,000.00
1.00--0.0000 --
15,000.00
20,000.00
0.00
35,000.00
Engineering Fees and Soil Scientists Fees. Typical
billing rates.
Engineering fees
Assistant engineer
Per Unit:--0.0000 Hr
0.00
0.00
0.00
66.00
1000.00--0.0000 Hr
0.00
0.00
0.00
66,000.00
Soil Scientist
Per Unit:--@.0000 Hr
0.00
0.00
0.00
66.00
100.00--@.0000 Hr
0.00
0.00
0.00
6,600.00
Total Manhours, Material, Labor, and Equipment:
17506.6 156,269.12
470,413.40
18,952.76
645,635.28
Total Only (Subcontract) Costs:
162,937.50
Subtotal:
808,572.78
Estimate Total: 808,572.78

Prepared For
D & D Catfish Resort
Robert G. Burgin, Jr., Inc.
PO Box 1804, Irmo, SC 29063
[phone]

D& D Catfish Resort
Engineering Alternatives Analysis
Three alternate methods to sewer the proposed project as shown on the preliminary plans for this
project was studied. The three alternatives were connection to public sewer service, on site
disposal system and on site wastewater treatment with discharge to Peter Weaver Creek. The
discharge is into Peter Weaver Creek, which is a tributary to the French Broad River.
The project will be a camping and trout fishing resort of approximately 50 cabins, 30 campsites,
an office and a 40-unit motel and a restaurant. The expected flow is as follows:
50 cabins x 300 gpd/cabin = 15,000 gpd
50 campsites x 200 gpd/campsite = 10,000 gpd
40 unit motel x 200 gpd/ room = 8,000 gpd- —
Office = 1,000 gpd
Restaurants = 10,000 gpd
Restroorris = 2,000 g12
Total 46,000 gpd use 50,000 gpd for planning purposes
Attached is an acknowledgment letter signed by the Mayor of the Town of Rosman that public
sewer service is not available for this project. No other public sewer service is available in this
area. Therefore public sewer service as an option was not determined to be feasible.
The soil scientist report is attached as part of the engineering alternative analysis. As noted in the
study, there is an area of soils acceptable for subsurface discharge, but this area would not be able
to handle the full sewer needs of this project. Also, as noted in the soil study, the development
plans for the project are based on using the area that is acceptable for subsurface discharge for
most of the development. A preliminary set of development plans has been attached to this
report. This area is the most remote and natural area on the project. The natural area is what
potential campers would want. If the subsurface disposal were used in this area it would ruin the
plans for the project. Also, additional sewer service would have to be obtained to meet the total
needs of the project. Therefore, subsurface disposal was not considered a viable option for this
project.
A small wastewater treatment plant was considered to be the most viable sewer option for the
project. Preliminary plans for the site and the wastewater treatment plant are attached to this
report for use in understanding the proposal. The wastewater treatment plant is planned as a
50,000 gpd extended aeration treatment plant. The plant would be built as parallel 25,000 gpd
treatment chains. Each treatment chain would include bar screen, flow equalization, aeration,
clarification, sludge digestion and holding, chlorination, dechlorination and flow measurement.
Licensed operators would be employed for running the facility. I have enclosed a copy of the
USGS Map with discharge site located The approximate discharge point coordinates are N35°
09' 49.9" and W 82' 49' 01.3".

. ••i: 0I i%. V.l r1:a r u4 004 40,L0 AUH(GAA ailILL RE5.
Idiou2
Morgan Mill Resorts, Inc.
RL 2 Box 397
13*e VA N.C. 2971:
Tiansylvmmi�
ADM (704) 88"323-1-(ROO) 854-9142
Fm [phone]
May 12, 1997
Dcar Sirs,
It is illy understanding that you do not have immediate plans to nm waste -water !Ines to ow location.
on Highway 64. it is also ruy understanding that there is not any more available IIow for us to come uo you to boo
into your plant. If this is Gg17eCt pleasek
sign and return to:
Double "D"s
RL 2 Boa: 397
U J Q [Cl Brevard, N-C_ 28712
Wiht Kind Regards,
A Dale Owen
President

JOHN B. ALLISON & ASSOCIATES, Inc.
4:c::'' SOIL CONSULTANTS
• LICENSED SOIL SCIENTISTS
` CERTIFIED PROFESSIONAL SOIL SCIENTIST since 1981
SEPTIC SYSTEM EVALUATIONS & MANAGEMENT • WETLAND DELINEATION • BIOSOLIDS APPLICATION MANAGEMENT • SOIL SURVEY • TRAINING & EDUCATION
July 1, 1997
Mr. Dale Owen
D & D Catfish Farm
Route 2, Box 397
Brevard, NC 28712
Dear Mr. Owen,
On June 23, 24, and 25, 1997, I conducted a reconnaissance soil
survey on Transylvania Evergreen Corporation property to determine
if there were any areas of soil suitable for septic systems.
Three traverses consisting of a total of 50 back -hoe dug pits were
examined. Complete soils profile descriptions are enclosed for
each pit. A map is also enclosed showing drainage patterns, and
the location of the pits.
Recommendations are based on, but not limited to, observations made
and data collected on topography, landscape position, parent
material, underlying geology, and soil characteristics such as
depth to a seasonal high water table (SHWT), depth to a restrictive
horizon, total soil depth, soil horizonation, soil structure, soil
color, clay mineralogy, stone content, and percent sand, silt, clay,
and mica. They follow the laws and rules set forth in the North
Carolina Department of Environment, Health, and Natural Resources,
Division of Environmental Health, On -Site Wastewater Section, Laws
and Rules for Sewage Treatment and Disposal Systems, laws amended
effective August 3, 1996, rules amended effective January 20, 1997.
Soil data was collected from a back -hoe dug pit. Soil color was
determined using a Munsell Soil Color Book, 1994 revised edition,
and a Suunto clinometer was used to determine slope.
The property consists of ridgetops, sideslopes, headslopes,
noseslopes, toeslopes, terraces, and upland draws. In places these
landscapes are complex or have soils that are shallow to SHWT, or
shallow to parent material, rendering them unsuitable. Where these
conditions do not occur, the soils are provisionally suitable at
varying application rates for septic systems. Where landscapes
contain soils shallow to parent material, their suitability c;an be
upgraded to provisionally suitable with further study. }
533 CRABTREE MOUNTAIN ROAD • CANTON NC 28716.704-648-7080

2
1 landscape and soil feature is identified on the map by the
symbol it, representing a perennial stream, a
drainageway with continuous water flow.
This soil survey is useful for general planning purposes only.
It is not intended for exact location of septic systems. The
traverses were conducted with pits approximately 100 feet apart
along existing roads that are located at an angle to the secondary
and tertiary drainage. The pits represent all soil areas on the
property as to landform and landscape position.
The southern portion of the property represented by pits 1 to 23 is
unsuitable for septic systems due to the shallow bedrock conditions.
In general, pits 24 to 50 in the northern part of the property,
represent soils that are provisionally suitable for septic systems
at varying application rates. Some pits are classified as
unsuitable in this area because of shallow bedrock or SIIWT. Please
refer to the soil profile descriptions for each pit to determine
suitability and application rates.
The traverses show that there are soil areas on your property that
are provisionally suitable for septic systems. However, I question
if there is any room for a septic system after the 90 acre tract is
developed. The following improvements are planned for the property:
1. A 30 acre full -service campground including -
'� campsites
parking lot
service buildings
pond
2. A 15 acre primitive campground including -
'� parking lot
service building
3. A motel and parking lot.
4. A restaurant and parking lot.
5. Three 2-way access roads.
6. 50 rental cabins with driveways and parking areas.
Using an average LIAR for the soil pits of 0.4 gallons per day per
square foot, a 50,000 gallons per day facility will need about 17.2
acres of land for subsurface ewage disposal including the required
repair area. The following are the calculations to arrive at this
acreage figure:

3
50.000 gallons per day = 125,000 square feet of trench bottom
0.4 LTAR
125,000 SFTB = 41,667 linear feet of trench
3 feet (trench width)
41,667 LFOT = 417 100 foot lines
100 feet (length of septic line)
417 lines x 9 feet (center of trench to center of trench) = 3,753 feet
100 feet x 3,753 feet (dimention of field) = 8.6 acres
43,560 square feet per acre
8.6,acres x 2 = 17.2 acres (acreage needed for primary septic system
and required repair area)
I recommend that you and Robert Burgin, Project Engineer, develop a
detailed site plan to determine if there is any land available for
on -site sewage treatment. I will be happy to assist with this site
plan if needed.
Thank you for this opportunity to provide you with this preliminary
soil survey.
Sincerely,
3. J4;lx
John B. Allison
onsulting Soil Scientist
so"
Sc��ti

JOHN B. ALLISON AND ASSOCIATES, INC.
PROJECT,: Da1.e Owen
D & D Catfish Farm,
PIT NUMBER: 1
..................................... _..............
SOIL GROUP: 2
........................ ..............................
PERCENT SLOPE: 4
533 CRABTREE MTN. RD., CANTON, NC 2871/
(704) 648 -- 7080
:DATE: June 23, 1997
Transylvania Co., NC _:PARENT MATERIAL-: Residuum _
:CLAY MINERALOGY: 1:1.
:SOIL DEPTH: 12 inches to hard
: bedrock
:RESTRICTIVE HORIZONS. 1.2 inches to
.................................................................._............................................ _
hard bedrock
LANDSCAPE. POS_I.T,ION,: Ridgetop : CLASS,I,FI_CAT,I.ON.: Unsuitable
TOPOGRAPHY: Uniform :RECLASSIFIED: N/A
PRESENT DEPTH TO WATER TABLE: >24 inches NOTES:
SEASONAL HIGH WATER TABLE: >24 inches
TYPE Of WATER TABLE:
FLOOD FREQUENCY: N/A
....................................................................................
.00D DURATION: N/A
...............................................................
N/A
< ...............FIELD ESTIMATES .............. >
:DEPTH: MOIST COLOR
.. ..................... ....... .......................... ....
a : n :
p :
CONV .
HORIZON:(IN)
: MATRIX : MOTTLES
: TEXTURE :STRUCTURE :SAND:CLAY:STONES:
LTAR*
A
:0-4 :10 YR 4,
:Sandy loam:Granular _
0.8
6
Bt
:4--1.2 :7 .5 YR 5 • ___
"Loam :Blocky _ - 25
0.6
5
R
:12--26:Restrictive layer -
Hard bedrock
_______________________________________________________________________________
MCS* =
Multi --colored saproli.te
CONY. LTAR* = Conventional.
long term
acceptance
rate in
gallons/ square
foot/
day
SOIL SCIENTIST: John B. Allison
.................._....._....._......................................

JOHN B. ALLISON AND ASSOCIATES, INC.
PROJECT: Dale Owen
D & D Catfish Farm,
PIT NUMBER: 2
SO_I_L. GROUP.: 3
PERCENT SLOPE: 28
533 CRABTREE MTN. RD., CANTON, NC 2871.6
(704) 648 - 7080
DATE.: June 23, 1997
Transylvania Co . , NC _: PARENT. MATE RI(al_.: Residuum
:CLAY MINERALOGY: ].:1
"SO_I_L. DEPTH.: 58 inches to saE:Dro.l.ite
:RESTRICTIVE HORIZONS: >72 inches
LANDSCAPE. POS_IT_ION,: Sideslope : CLASS_IFI_CAT_I.ON_: Provisionally
suitable
TOPOGRAPHY.: Uniform :RECLASSIFIED: N/A _
PRESENT. DEPTH. TO. WATER TABLE.: > 72 inches _: NOTES.:
SEASONAL. H_I_C.H. WATER. TABLE`.: > 72 inches
T.Y.P.E. O.E. WATER. T.ABLE.:
FLOOD FREQUENCY: N/A
_OOD DURATION: N/A
N/A
( ...............FIELD ESTIMATES..............)
:DEPTH: MOIST COLOR
.............................. ..............................
-
4 : « : % :
CONY.
HORIZON:(IN)
: MATRIX : MOTTLES
: TEXTURE
:STRUCTURE :SAND:CLAY:STONES:
LTAR*
A
.0-4 :10 YR .3 -
:Sandy
loam:Granular
_ - -
0.8
Bt
.4--45 :2.5 YR 5. - ____
:Sandy
clay:Blocky
• 30
0.5
- 8
:loam
. .
BC
:45-58:7.5 YR 6. -
:Loam
:Blocky
- - 25
0.5
8
.
C
:58--72:MCS*
:Sandy
loam:Massive
•
0.5
-------------------------------------------------------------------------------
MCS* =
Multi --colored saprolite
CONY. l._TAR* =
Conventional long term
acceptance rate in
gallons/ square foot/
day
SOIL. SCIENTIST: John B. Allison
.........................................................._..I...............

JOHN B. ALLISON AND ASSOCIATES, INC.
533 CRABTREE MTN. RD., CANTON, NC 28716
(704) 648 -- 7080
PROJECT: Dale Owen
D & D Catfish Farm, Transylvania Co
PIT NUMBER: 3
.................._.............. ....................
SOIL GROUP: 3
........................ ..............................
PERCENT SLOPE: 39
.......................................... .... ........................ _
: DATE.: June 23, 1.997
NC _: PARENT. MATERIAL. Residuum
:CLAY MINERALOGY: 1:1
:SOIL DEPTH: 32 inches to hard
....................... ............ _................
bedrock
:RESTRICTIVE HORIZONS. 32 inches to
....................................................................................... _.........................
hard bedrock
LANDSCAPE. POSITION: Sides.lope :CLASSIFICATION: Unsuitable
TOPOGRAPHY: Uniform :RECLASSIFIED: N/A
PRESENT. DEPTH TO WATER. TABLE.: > 72 inches _ : NOTES,
SEASONAL. hi_I,GH. WATER. TABLE.: >72 inches :1. R horizon consists of red shale
T.Y.P.E. O.F. WATER. TAQl_.E.: N/A : with veins of clay loam Soil.
FLOOD FREQUENCY: N/A
OOD DIJRAI'ION: N/A
( ...............FIELD ESTIMATES .............. >
:DEPTH: MOIST COLOR
.............................. .............I...............
- % %
% CONY.
HORIZON:(IN)
: MATRIX : MOTTLES
: TEXTURE :STRUCTURE :SAND:CLAY:STONES:
LTAR*
A
: 0- 8 :7 .5 YR �. �
:Sandy loam : Granular - � -
0.8
4
Fat
:8-32 :2 .5 YR 4 - _ _
:Clay loam :Blocky v 35
___.. 0.4
8
R
:32--72:Restrictive layer -
Hard bedrock - See note 41.
MCS* =
Multi -colored sapro.lite
CONY. LTAR* = Conventional
long term
acceptance
rate in
gallons/ square
Foot/ day
SOIL SCIENTIST: John B. Allison
..........................................................................

JOHN B. ALLISON AND ASSOCIATES, INC.
533 CRABTREE MTN. RD., CANTON, NC 2871.6
(704) 648 - 7080
PR0J5Q1: Dale Owen :DATE.: June 23, 1997
D & D Catfish Farm, Transylvania Co. , NC _:PARENT. MATERI_AL.: Residuum
PIT NUMBER: 4 :CLAY MINERALOGY: 1:1
UP: 3 :SOIL DEPTH: 53 inches to hard
S.D....................... ..............................
bedrock
PERCENT SLOPE: 38 :RESTRICTIVE HORIZONS: 53 inches to
.......................................... ............................................................................................................................................ _
hard bedrock
LANDSCAPEPOSITION: Sideslope :CLASSIFICATION: Provisionally
. _ _ __ _ .
suitable
TOPOGRAPHY,: Uniform : RECLASS,I_F_I_ED.: N/A
PRESENT DEPTH TO WATER TABLE: >72 inches
................_.-..................... .............................. ............ .............................. .............................. _
SEASONAL hiIGH WATER TABI..E: >72 inches
TYPE O.E. TABLE". N/A
........................ ........................................ ..............................
Ft.-D.O.P. FREQUENCY: N/A
.00D DURATION: N/A
NOTES:
.............I................
( ...............FIELD ESTIMATES... ..........>
:DEPTH: MOIST COLOR
.............................. ....... .......................
%
d
CONV.
HORIZON:(IN)
: MATRIX - MOTTLES
: TEXTURE
-:STRUCTURE
:SAND:CLAY:STONES:
LIAR*
A
. 0-5 :7 .5 YR 4. .
:Sandy
loam: Granular
�
0.8
[}
Bt
:5--30 :2 .5 YR 4. - __
:Sandy
clay : B.loc ky
- 3S
0.4
. . 8 .
:loam
.
BC
: 30--53: 2 .5 YR 5. -
"Loam
'Blocky
- 25
25
0.35
. 8 .
.
.
R
:53-72:Rests a.cti.vc .Layer
- Hard
bedrock
______-___________________________________________________________-____-__________
MCS* =
Multi --colored saprolite
CONY. l._TAR*
= Conventional.
long term
acceptance
rate in
gallons/ square
foot/
day
SOIL SCIENTIST: John B. Allison
............................................................................

J0HN B. ALLISON AND ASSOCIATES, INC.
533 CRABTREE MTN. RD., CANTON, NC 2871-6
(704) 648 - 7080
ROJECT.:
Dale
Owen
—:DATE.:
June 23, 1997
D & D Catfish
Farm, Transylvania Co., NC
_:PARENT
MATFRI,AL.: Residuum
PIT NUMBER: 5
.....................................................
SOIL GROUP: 3
........................ ..............................
PERCENT SLOPE: 48
LANDSCAPE. P05_ITI.ON.: S i d e s I o p e
TOPOGRAPHY: Uniform
PRESENT DEPTH TO WATER TABLE:
.......................................... ..................... .......... .............................. ............................
:CLAY MINERALOGY: 1:1
:SOIL DEPTH: 27 inches to weathered
... ........................ .............................. bedrock
:RESTRICTIVE HORIZONS: 27 inches to
........................................................................................I......................... _
weathered bedrock
:CLASSIFICATION: Unsuitable -
:RECLASSIFIED: N/A
>72 inches NOTES:
SEASONAL HIGH WATER TABLE: >72 inches :1. Veins of 2.5 YR loam soil in Cr
TYPE O.E. WATER TABLE: N/A
FLOOD FREQUENCY: N/A
DOD DURATION: N/A
.................................................................
horizon.
< ...............FIELD ESTIMATES .............. >
:DEPTH: MOIST COLOR
.............................. ..............................
% : % % :
CONV.
HORIZON:(IN)
: MATRIX : MOTTLES
: TEXTURE :STRUCTURE :SAND:CLAY:STONES:
LTAR*
A
:0-5 :7.5YR 4.
:Sandy loam:Granular
0.8
4
Bt
:5- 27 :2.5 YR .4 __
:Clay loam :Blocky 30 _
0.5
8
Cr
------------
:27-58:Res_trictive layer
- Weathered bedrock - See note 41
R
-------------------------------------------------------------------------------
:58--72:Restrictive layer -
Hard bedrock
MCS* = Multi. --colored sapro.l ite CONY. LTAR* = Conventional. lone term
acceptance rate in
gallons/ square foot/ day
SOIL_ SCIENTIST: John B. Allison
I ................. ..........._.................. ........ ........

JOHN B. ALLISON AND ASSOCIATES, INC.
PROJECT: Dale Owen
..........................................
D & D Catfish Farm,
P I7 NUMP.ER_: 6
S.O,T_L. GR,OUP.: 3
PERCENT SLOPE: 47
......................................... ..............................
533 CRABTREE MTN. RD., CANTON, NC 287:16
(704) 648 - 7080
:DATE,: June 23, 1997
Transylvania Co . , NC _:PARENT. MATFR.T_AL.: Residuum
:CLAY MINERALOGY: 1:1
:SOIL DEPTH: 23 inches to weathered
.................. ..........I................... bedrock
:RESTRICTIVE HORIZONS: 23 inches to
................................................................................................................. _
weathered bedrock
LANDSCAPE. POS_T_T_T_ON.: Sides1ope :CLASS_IEI.CAT_T,O.- Unsuitable
TOPOGRAPHY: Uniform :RECLASSIFIED: N/A
PRESENT DEPTH TO WATER TABLE: >72 inches NOTES:
CEA50NAL. FA_T_GH. WATER. TABL.E.: >72 inches :1. Veins of 2.5 YR 5/8 clay loam
TYPE. OF. WATER. TABLE :
FLOOD FREQUENCY: N/A
',,OOD . ...... ........... .......... ............... _.................
N/A soil present in Cr horizon.
( ...............FIELD ESTIMATES_ ............>
:DEPTH: MOIST COLOR
.............................. .............I................
- p a :
n : CONV.
HORIZON:(IN)
: MATRIX : MOTTLES
: TEXTURE :STRUCTURE
:SAND:CLAY:STONES: LTAR*
A
:0-3 :7.5 YR 4. •
:Sandy loam:Granular_
0.8
4
Bt
:3-23 :5 YR 5_
:Sandy c.lay:Blocky
__ - 25
0.6
- 6
:loam -
Cr
:23-72:Restrictive layer -
Weathered bedrock -
See note t#1
______________________________________________________-______________-__________
MCS* =
Multi --colored saprolite
CONY. LTAR* = Conventional
.long term
acceptance
rate in
gallons/
square
foot/ day
SOIL SCIENTIST: John B. Allison
..................................................I.........................

JOHN B. ALLISON AND ASSOCIATES, INC.
PROJECT: Dale Owen
..........................................
D & D Catfish Farm,
PIT NUMBER: 7
.....................................................
SOIL GROUP.: 3
PERCENT SLOPE: 45
.......................................... ..............................
533 CRABTRIE MTN. RD., CANTON, NC 28716
(704) 648 - 7080
DA.TE.: June 23, 1997 ...
Transylvania Co . , NC _: PARENT. MATERIAL: Residuum
:CLAY MINERALOGY: 1:1
:SOIL DEPTH: 31 inches to hard
.............. ......I....................... _
bedrock
:RESTRICTIVE HORIZONS: 31 .inches to
..........................................................................................................
hard bedrock
LANDSCAPE_ POSIT_I.ON_: Sideslope :CLASS_I_F_ICAT,I.ON.- Unsuitable
TOPOGRAPHY,: Uniform :RECLASSIFIED: N/A
PRESENT DEPTH TO. WATER. TABLE: > 65 inches _: _ NOTES:
SEASONAL HIGH WATER TABLE: >65 inches
TYPE O.E. WATER TABLE: N/A
FLOOD FREQUENCY: N/A
OOD DURAT_:I.PN.: N/A
'.................. .........
< ...............FIELD ESTIMATES ................ >
:DEPTH: MOIST COLOR
........I ..................... ..............................
% %
% CONV.
HORIZON:(IN)
: MATRIX : MOTTLES
: TEXTURE
:STRUCTURE :SAND:CLAY:STONES:
LTAR*
A
:0--4 :7.5 YR . •
:Sandy
loam:Granular _
0.8
4
Bt
:4--31 : 2 .5 YR 5. •
:Sandy
clay : Blocky T 30
- 0.5
- 8
:loam
R
:31-65:Restrictive layer -
Hard
bedrock .
----_---__----------------------------__--_---------__-_--------------_------------
MCS* =
Multi --colored sapro.lite
CONY. LTAR* = Conventional
long term
acceptance
rate in
gallons/ square
foot/ day
SOIL_ SCIENTIST: John B. Allison
.............................................................................

JOHN B. ALLISON AND ASSOCIATES, INC.
PROJECT: Da1.e Owen
..........................................
D & D Catfish Farm,
PIT NUMBER: 8
............._....................................
SOIL GROUP: 2
.....................I.. ..............................
PERCENT SLOPE: 45
......................................... .............................
LANDSCAPE. PQS_I7.I_CN.:
TOPOGRAPF-IY : Uniform
............................................................
533 CRABTREE MTN. RD., CANTON, NC 28716
(704) 648 - 7080
:DATE.: June 23, 1997
Transylvania Co., NC :PARENT MATERIAL: Residuun'i
.................................................................................... ---� _
:CLAY MINERALOGY: 1:1
:SOIL PEPTH: 15 inches to 50% rocks
:RESTRICTIVE HOR:.Z.0NS: 23 inches to
......................_......................................_.. ..................... ..........
weathered bedrock
S i d e s l o p e :CLASSIFICATION. TIO N: Unsuitable
s u it a b 1. e
_____.,
PRESENT DEPTH TO WATER TABLE:
:RECLASSIFIED: N/A
>72 inches NOTES:
SEASONAL, F.1 I_GH. WATER, TABI._E.: >72 inches _ :1 . Vein of .loam soil present in
TYPE O.E. WATER TABLE: N/A
FLOOD FREQUENCY: N/A
.00D DURATION: N/A
Cr horizon.
( ...............FIELD ESTIMATES .............. >
:DEPTH: MO_I.ST. COLOR
:
o : o o
CONV.
HORIZON:(IN)
: MATRIX : MOTTLES
: TEXTURE
:STRUCTURE
:SAND:CLAY:STONES:
LTAR*
A
:0--4 :7 .5 YR 4. : __
:Sandy loam: Granular
: : : :
0.8
Bt
: 4--15 : 5 YR 5. __
'Loam
:Blocky
25 30
0.4
8
BC
:15--23:5 YR S
:Loam
:Blocky
- - 20 60
g
Cr
------_--_------_____--------------_-------------------------------------------------
:23-72:Restri.ctive layer -
Weathered
bedrock -
See note #k1
MCS* = Multi --colored sapro.lite CONY. LTAR* == Conventional .long term
acceptance rate in
gallons/ square foot/ day
SOIL SCIENTIST: : John B. Allison
l i s o n
__.

JOHN B. ALLISON AND ASSOCIATES, INC.
PROJECT: Dale Owen
..........................................
D & D Catfish Farm,
PIT NUMBER: 9
.............. ....................I...............
SOIL GROUP: 2
........................-............................
PERCENT SLOPE: 45
.......................................... ..............................
533 CRABTREE MTN. RD., CANTON, NC 28716
(704) 648 -- 7080
June 23, 1997
Transylvania Co., NC _:PARENT. MATERIAL: Residuum
:CLAY MINERALOGY: 1:1
:SOIL DEPTH: 13 inches to weathered
........................ .............................. bedrock
:RESTRICTIVE HORIZONS: 13 inches to
.................................................................................................................
weathered bedrock
LANDSCAPE. POS_IT_I.ON,: Sideslope :CLASSI,F'ICATION: Unsuitable
TOPOGRAPHY: Uniform
..........................................................
RECLASSIFIED: N/A
_ ............................................__.......__.......
PRESENT, DEPTH TO. WATER, TABLE.: > 72 inches _: NOTES.:
SEA50NAL H_I_GH. WATER. TABLE.: >72 inches :1. Veins of loam soil Present in Cr
TYPE OF WATER TABLE: N/A
FLOOD FREQUENCY: N/A
`,OOD DURATION: N/A
.............. ... ................................................
horizon.
< ...............FIELD ESTIMATES .............. >
:DEPTH: MOIST COLOR % : % : % : CONY.
.......... .......... ........ ..............................
HORIZON -(IN) : MATRIX : MOTTLES : TEXTURE :STRUCTURE :SAND:CLAY:STONES: LIAR*
A : 0--8 .7 .5 YR 4. :Sandy loam: Granular • 0.8
4 .
Bw :8--13 :2.5 YR 5. __ :Loam :Blocky 20 35 0.3
8 .
Cr :13-72:Restrictive layer - Weathered bedrock - See note fll
MCSA' = Multi --colored saprolite CONY. l...TAR* = Conventi.onal. lonr1 t..erm
acceptance rate in
gallons/ square foot/ day
SOIL. SCIENTIST: John B. Allison
..............................................................................

JOHN B. ALLISON AND ASSOCIATES, INC.
PROJECT: Dale Owen
D & D Catfish Farm,
PIT NUMBER: 10
SOIL GROUP: 3
........................ ..............................
PERCENT. SLOPE.: 46
533 CRABTREE MTN. RD., CANTON, NC 28716
(704) 648 - 7080
DATE.: June 23, 1.997
Transylvania Co., NC _:PARENT_MATER.I_AL.: Residuum
:CLAY MINERALOGY: 1:1
:SOIL DEPTH: 37 inches to weathered
........................ .............................. bedrock _.
:RESTRICTIVE HORIZONS: 37 inches to .__. ___-
weathered bedrock
LANDSCAPE. POSITION: Sideslope : CLASS_I_F_I_CAT.I.ON : Provisionally
suitable
TOPOGRAPHY: Uniform :RECLASSIFIED: N/A
PRESENT DEPTH TO WATER TABLE: >72 inches NOTES:
CEA50NAL. I.JI_GH. WATER. TABLE,: >72 inches :1. Veins of sandy clay loam soil
TYPE. OF_ WATER. TABLE.: N/A present in Cr horizon.
FLOOD FREQUENCY: N/A
DOD DURATION: N/A
< ...............FIELD ESTIMATES .............. >
:DEPTH: MOIST ................._ ... COLOR
............................
% : % :
% :
CONY.
HORIZON:(IN)
- MATRIX : MOTTLES
: TEXTURE :STRUCTURE :SAND:CLAY:STONES:
LIAR*
A
:0-14 :7.5 YR �,
:Sandy loam -Granular _
0.8
6
Bt
: 14--37 : 2 .5 YR 4. __
:Sandy clay : Bloc: ky � - 30
25 •
0 .35
. . 8
:loam .
Cr
:37-63:Restrictive layer -
Weathered bedrock - See note #1.
R
:63--72:Restrictive layer -
Hard bedrock
------------------_--_-----__----_--___------------_---__---------------------------------
MCS* =
Multi -colored saprolite
CONY. l._TAR* = Conventional.
long term
-
acceptance
rate in
gallons/ square
'foot/
day
SOIL SCIENTIST: John B. Allison
..............I..............................................................

JOHN B. ALLISON AND ASSOCIATES, INC.
PROJECT: Dale Owen
..........................................
D & D Catfish Farm,
PIT NUMBER: 11
......................................................
SOIL. GROUP.: 3
PERCENT SLOPE: 50
......................................... ..............................
533 CRABTREE MTN. RD., CANTON, NC 28716
(704) 648 - 7080
:DATE: June 23, 1997
Transylvania Co. , NC PARE_NI MATCR_I_AL.: Residuum
:CLAY MINERALOGY: 1:1
:SOIL DEPTH: 36 inches to hard
........................ ..............................
bedrock
:RESTRICTIVE HORIZONS: 36 inches to
...............................................I......................................I...................
hard bedrock
LANDSCAPE. P05_ITT_ON.: S i d e s 1 o p e :CLA5S_I_FI_CA1"I.ON.: Provisi.ona,11y
Suitable
TOPOGRAPHY,: Uniform :RECLASSIFIED: N/A
PRESENT DEPTH TO WATER TABLE: >72 inches
SEASONAL HIGH WATER TABLE: >72 inches
TYPE OF WATER TABLE: N/A
FLOOD FREQUENCY: N/A
OOD DURATION: N/A
NOTES:
..............................
< ...............FIELD ESTIMATES ..... ......... >
:DEPTH: MOIST COLOR
.............................. ..............................
% : %
% CONY.
HORIZON:(IN)
: MATRIX : MOTTLES
: TEXTURE
:STRUCTURE :SAND:CLAY:STONES:
LTAR*
A
:0-6
:7.5 YR 4.
:Sandy
loam:Granular
0.8
4
Bt
:6-36
:2.5 YR 5. • __
:Sandy
rlay:Blocky 30
0.5
. 6 .
:loam
.
R
.36
:Restrictive layer -
Hard
bedrock
-----------------------------------------------------------------------------------
MCS* =
Multi -colored saprol ite
CONY. l._TAR* = Conventional
long term
acceptance
rate in
gallons/ squarefoot/
day
SOIL SCIENTIST" John B . Allison
.............................................................................

JOHN B. ALLISON AND ASSOCIATES, INC.
PROJECT: Dale Owen
........................................
D & D Catfish Farm,
PIT NUMBER: 12
......................................................
SOIL GROUP: 2
........................ ....I.........................
PERCENT SLOPE: 47
.......................................... .............................
LANDSCAPE. POS_IT.ION.:
TOPOGRAPHY: Urii-f0rm
............................................................
533 CRABTREE MTN. RD., CANTON, NC 2873.6
(704) 648 - 7080
:DATE.: June 23, 1997
Transylvania Co . , NC : PARENT MATEF2.I_AL.: Residuum
:CLAY MINERALOGY: 1:1
:SOIL DEPTH: 1.0 inches to weathered
........................ ...........................
bedrock
:RESTRICTIVE HORIZONS: 10 inches to
.................................................................. ......................... ............ _
weathered bedrock
Sideslope : Cl_ASS_I_F,TCAT_I,ON.: Unsuitable
:RECLASSIFIED: N/A
PRESENT DEPTH T.P. WATER TABLE: >84 inches NOTES:
SEASONAL. HIGH WATER TABLE.: >84 inches :1. Vein o-f Bw soil present. in Cr
TYPE O.E. WATER TABLE: N/A
f= l._OOD f= REQUENCY : N/A
OOD DURATION: N/A
...................................................................
horizon.
( ...............FIELD ESTIMATES .............. >
:DEPTH: MOIST COLOR - % : % : % : CONV.
.............................. ..............................
HORIZON:(IN) : MATRIX : MOTTLES TEXTURE :STRUCTURE :SAND:CLAY:STONES: LTAR*
A .0--3 :7.S YR 4- :Sandy loam:Granular - _ - 0.8
6
Bw :3--10 :2.S YR S. - ___ :Loam :Blocky - - 25 70 _
8
Cr :10-84:Restrictive layer - Weathered bedrock
------------------------------------------------------------------------------------
MCS* = Multi -colored sapro.lite CONY. [...TAR* = Conventional. long term
acceptance: rate in
gallons/ square 'foot/ day
SOIL SCIENTIST: John B. Allison
............................................................................

JOHN B. ALLISON AND ASSOCIATES, INC.
PROJECT: Dale Owen
D & D Catfish Farm,
PIT NUMBER: 13
......................................................
SOIL GROUP: 3
....................... ..............................
PERCENT. SLOPE.: 45
533 CRABTREE MTN. RD., CANTON, NC 28716
(704) 648 - 7080
:DATE.: June 23, 1997
Transylvania Co. , NC _:PARENT. h1ATCI,IAL,.: Residuum
:CLAY MINERALOGY: 1:1
LANDSCAPE. P05I.7_I.ON : Sideslope
:SOIL DEPTh-1: 28 inches to weathered
bedrock
:RESTRICTIVE HORIZONS: 28 inches to
............................I............................................................................
• weathered bedrock
"CLASSIFICATION* Unsuitable
TOPOGRAPHY: Uniform :RECLASSIFIED: N/A
PRESENT DEPTH TO WATER TABLE: >72 inches NOTES:
SEASONAL HIGH WATER TABLE: >72 inches
TYPE OF IJATER TABLE : N/A
........................ ............ .............................. ..............................
FLOOD FREQUENCY: N/A
....................................................................................
OOD DURATION: N/A
...................................................................
< ...............FIELD ESTIMATES..............)
:DEPTH: MOIST COLOR
.............................. ..............................
% : % :
% :
CONY.
HORIZON:(IN)
:. MATRIX MOTTLES
: TEXTURE
:STRUCTURE 'SAND -CLAY -STONES:
LTAR*
A
: 0- 6 : 7 .5 YR 4.
.Loam
:Granular -
_
0.7
6
Bt
:6--28 :2 .5 YR 5.
:Clay loam
:Blocky 30
_._._
0.5
6
.
Cr
:28-72:Restrictive layer -
Weathered
bedrock
-------------------------------------------------------------------------------------
MCS* =
Multi --colored saprolite
CONY.
LTAR* = Conventional
lone term
acceptance
raLe iii
gallons/ square
foot/
day
SOIL SCIENTIST: John B . Allison
...........................................................................

JOHN B. ALLISON AND ASSOCIATES, INC.
PROJECT: Dale Owen
........................................
D & D Catfish Farm,
PIT NUMBER: 14
.....................................................
SOIL GROUP: 3
........................ ..............................
PERCENT SLOPE: 45
.......................................... ..............................
l._ANDSCARE P-05IJI.ON.:
TOPOGRAPHY: Uniform
............................................................
533 CRABTREE MTN. RD., CANTON, NC 28716
(704) 648 -- 7080
:gA_TE: June 23, 1997
Transylvania Co., NC _:PARENT. MA7CR.I_AL. Residuum
:CLAY MINERALOGY: 1:1
:SOIL DEPTH: 28 inches to weathered
........................ ..............................
bedrock
:RESTRICTIVE HORIZONS: 28 inches to
.................................................................. ..................... ............
: weathered bedrock
Sideslope :CLASSIFICATION: Unsuitable
:RECLASSIFIED: N/A
PRESENT. DEPTH. T0. WATER, TABLE.: >55 inches _: _ NOTES:w_
SEASONAL HIGH WATER TABLE: >55 inches
TYPE OF WATER TABLE: N/A
FLOOD N/A
�_OOD DURATION: N/A
< ...............FIELD ESTIMATES .............. >
:DEPTH: MOIST COLOR
................. ......._ ..............................
% % % CONV.
HORIZON:(IN)
: MATRIX : MOTTLES
: TEXTURE :STRUCTURE
:SAND:CL.AY:STONES: LTAR*
A
:0-1 :10 YR .4 •
:Sandy loam:Granular
0.8
4
Bt
: 1•-16 :5 YR S. __
:Sandy Clay: Blocky
_ 30 0.5
• 8 .
:loam
BC
:16-28:7.5 YR 5. •
:Sandy loam:Blocky
• 75 - 0.6
8 .
Cr
___..._______________________________________w________________-___________________
:28--55:Restrictive layer -
Weathered bedrock
.
MCS* = Multi --colored saprolite CONY. LTAR* = Conventional. long term
.I. I i
gallons/ square foot/ day
SO_I_L. SC.I_ENT_I,ST.: John B . Allison

JOHN B. ALLISON AND ASSOCIATES, INC.
533 CRABTREE MTN. RD., CANTON, NC 2871.6
(704) 648 -- 7080
PROJECT.: Dale Owen :DATE_: June 23, 1997
D & D Catfish Farm , . Transylvania Co . , NC —: PARENT, MATCR.I_AL.: Residuum
PIT NUMBER: 15 :CLAY MINERALOGY: 1:1
SOIL GROUP: 2 :SOIL DEPTH: 19 inches to weathered
...................... .............................. ........................
bedrock
PERCENT SLOPE: 38 :RESTRICTIVE HORIZONS: 19 inches to
...................................... ................................................................................................ ............
weathered bedrock
LANDSCAPE. POSITION: Sideslope 'CLASSIFICATION: Unsuitable
TOPOGRAPHY: Uniform :RECLASSIFIED: N/A
PRESENT DEPTH TO WATER TABLE: >72 inches NOTES:
SEASONAL HIGH WATER TABLE: >72 inches
................................................ ........................ .............................. ..................I...........
TYPE O.E. WATER TABLE: N/A
FLOOD FREQUENCY: N/A
OOD DURATION: N/A
( ...............FIELD ESTIMATES .............. >
:DEPTH: MOIST COLOR - - o : o CONY.
............................_ ..............................
HORIZON:(IN) : MATRIX : MOTTLES : TEXTURE :STRUCTURE :SAND:CLAY:STONES: LTAR*
A :0-1 :10 YR 4, __ :Sandy loam:Granular - _ 0.8
6
Bw :1-1.9 :5 YR 5. : : Loam :Blocky : : 20 : : 0.7
Cr :19-72:Restrictive layer - Weathered bedrock
------------------------------------------------------------------------------------
MCS* = Multi --colored sapro.l.ite CONY. L_TARW = ConventionaI lorisj t:c�rm
acceptance rate in
gallons/ square foot/ day
SOIL. SCIENTIST: John B. Allison
...........................................................................

PR0 ECT: Dale Owen
D & D Catfish Farm,
PIT NUMBER: 16
.................... _.............
SOIL GROUP: 3
........................ ..............................
PERCENT SLOPE: 32
.......................................... ..............................
JOHN B . ALL_ISON AND ASSOCIATES, INC.
533 CRABTREE MTN. RD., CANTON, NC 28716
(704) 648 - 7080
DATE.: June 23, 1997
Transylvania Co., NC _:PARENT. MATERIAL: Residuum
_ :CLAY. MINERALOGY: J.: 1 _....___........._.__ _ _
:SOIL DEPTH: >72 inches
:RESTRICTIVE T RIC�IVEHORIZONS: S: > 7 2 inches
c h e s _._.. __._
LANDSCAPE. P05_I,T_ ON.: Sideslope : CLASS.I,R_I,CAT,ION: Provisionally
suitable
TOPOGRAPHY,: Uniform :RECLASSIFIED: N/A
PRESENT. DEPTH. T.O. WATER. TABLE.: > 72 inches _: NOTES.:
SEASONAL. H.I.OH. WATER. TABI..,E..: > 72 inches
TYPE OF WATER TABLE: N/A
FLOOD FREQUENCY: N/A
OOD DURATION: N/A
( ...............FIELD ESTIMATES..............)
:DEPTH: MOIST COLOR - % : % : % CONY.
... ........................... ........................... ...
HORIZON:(IN) : MATRIX : MOTTLES : TEXTURE :STRUCTURE :SAND:CLAY:STONES: LTAR*
A .0-1 :7,5 YR 4. - _ -Loam :Granular _ 0.7
6 .
Bt : 1 -72 :5 YR S. • ___ :Clay loam :Blocky 30 0 .5
---------------------------------------------------------------------------------
MCS* = Multi --colored saprol.ite CONV . l._TAR* = Conventi.onal long term
acceptance rate .in
gallons/ square Foot/ day
SOIL SCIENTIST: John B. Allison

JOHN B. ALLISON AND ASSOCIATES, INC.
533 CRABTREE MTN. RD., CANTON, NC 28716
(704) 648 - 7080
PROJECT.: Dale Owen : DATE,. June 23, 1997-
D & D Catfish Farm, Transylvania Co. , NC ,_: PARENT. MATER.z�a�,.: Residuum
PI_T. NUMBER.: 17 _: CLAY. MINERALOGY: 1 : 1
SOIL. GROUP,: 3 :SO_I,L, DEPTH,: 33 inches to weathered
bedrock
PERCENT. SLOPE.: 30 :RESTR_ICT.I_VE. HORIZONS: 33 inches to
• weathered bedrock
LANDSCAPE. POS.IT_I.ON.: Sideslope _:CLASSI_F_I_CAT_I.ON: Unsuitable
TOPOGRAPHY: Uniform :RECLASSIFIED: N/A
PRESENT DEPTH TO WATER TABLE: >72 inches NOTES:
SEASONAL HIGH WATER TABLE: >72 inches
TYPE OF WATER TABLE: N/A
FLOOD FREQUENCY: N/A
OOD DURATION: N/A
< ...............FIELD ESTIMATES..... ......... >
:DEPTH: MOIST COLOR
.............................. ..............................
•
- a o :
n :
CONU.
HORIZON:(IN)
: MATRIX : MOTTLES
: TEXTURE
:STRUCTURE :SAND:CLAY:STONES:
LTAR*
A
:0-4 :10 YR 4. - __
:Sandy loam:Granular
_
0.8
6
Bt
:4-33 :5 YR 5. __
:Clay loam
:Blocky 30
0.5
Cr
:33--72:Restrictive layer -
Weathered
bedrock
----------------------------------------------------------------------_.__--------
MCS* =
Multi --colored saprolite
CONY.
LIAR* = Conventional
long term
acceptance
rate in
gallons/ square
foot/
day
SOIL_ SCIENTIST: John B. Allison
............. ...................................................

JOHN B. ALLISON AND ASSOCIATES, INC.
533 CRABTREE MTN. RD., CANTON, NC 28716
(704) 648 - 7080
PR0,7.ECT: Dale Owen :DATE. June 23, 1997_
D & D Catfish Farm, Transylvania Co., NC _:PARENT. MATER_T_AL: Residuum _
PIT, NUMBER,: 3.8 :CLAY. M_I_NERALOGY". 1:1
50.I_L. GROUP,: 2 -SOIL DEPTH.: 40 inches to hard
bedrock
PERCENT SLOPE: 23 :RESTRICTIVE HORIZONS: 40 inches to
...................................._... ......................I....._.................................................................
hard bedrock
LANDSCAPE. P05_I_T_I.ON: S i d e s 1 o p e :CLA55_IF_I_CAT_I.ON.: Unsuitable
TOPOGRAPHY.: Uniform :RECLASSIFIED: N/A
PRESENT. DEPTH. TO. WATER. TABLE.: > 40 inches �: __. NOTES.:
SEASONAL HIGH WATER TABLE: >40 inches
TYPE OF WATER TABLE: N/A
FLOOD FREQUENCY: N/A
.00D DURATION: N/A
< ...............FIELD ESTIMATES .............. >
:DEPTH: MOIS. .............................
HORIZON
-(IN) MATRIX : MOTTLES
: TEXTURE
:STRUCTURE
:SAND:CLAY:STONES:
LTAR*
A
:0-1 :7.5 YR 4. - _
:Sandy
loam:Granular
4
.
Bt
: 1--21 : 2 .5 YR 4. __
:Loam
:Blocky
- 25 25
0.45
6
.
BC
:21--40:5 YR 5.
:Loam
:Blocky
25 50
6
R
__-________________________________________________________-_------------__-_----
:40 :Restrictive layer -
Hard
bedrock
MCS* = Multi --colored saprolite CONY. LTAR* = Conventional long germ
acceptance rate in
gall ons/ square foot% day
SOIL SCIENTIST: John B. Allison
................................................................. .

JOHN B. ALLISON AND ASSOCIATES, INC.
533 CRABTREE MTN. RD., CANTON, NC 2871.E
(704) 648 -- 7080
PROJECT: Dale Owen :DATE: June 23, 1997
D & D Catfish Farm, Transylvania Co. , NC _:PARENT. MAT..R_I.AL.: Re s i d u u m
P_I_T. NUMBER.: 19 _ : CLAY. MINERALOGY: 1 : 1
SOIL GROUP: 2 :SOIL DEPTH: 27 inches to hard
........................ .............................. ........................ ..............................
bedrock
PERCENT. SLOPE: 25 : RESTR,I_CT,I,VE. HORIZONS: 27 inches to
hard bedrock
LANDSCAPE, POSITION: Sideslope : CLASS.I_F_I_CAT_I.ON.: Unsuitable
TOPOGRAPHY,: Uniform : RECLASS.IF.I_ED.: N/A
PRESENT DEPTH TO WATER TABLE: >27 inches NOTES:
SEASONAL HIGH WATER TABLE: >27 inches
TYPE OF WATER TABLE: N/A
FLOOD FREPUENCY: N/A
Q,OD. DURAT_I..N: N/A
< ...............FIELD ESTIMATES .............. >
:DEPTH: MOIST COLOR
.............................. ..............................
-
% % CONY.
HORIZON:(IN)
: MATRIX : MOTTLES
: TEXTURE :STRUCTURE
:SAND:CLAY:s,rONES: LIAR*
A :0-3
:10 YR 4.
:Loam :Granular
- - 0.7
4
Bt :3-27
:5 YR 4, •
:Loam :Blocky
25 20 0.5
6
R :27
_________________________________________________________________-______________
:Restrictive layer -
Hard bedrock
MCS* = Multi --colored saprolite CONY. LTAR* = Conventional .long term
acceptance rate in
gallons/ square foot/ day
SOIL_ SCIENTIST: John B. Allison
. ...... _ I ................. ... .

JOHN B. ALLISON AND ASSOCIATES, INC.
533 CRABTREE MTN. RD., CANTON, NC 28716
(704) 648 - 7080
PF20JECT.: Dale Owen :DATE.: June 24, 1997
D & D Catfish Farm, Transylvania Co . , NC _.: PARENI'. MATFR_I.AL : Residuum
PIT NUMBER: 20 :CLAY MINERALOGY. 1.:1
SO_I.L. GROUP: 2 :SOIL DEPTH: 41 inches to weathered
bedrock
PERCENT SLOP . ...... ...........................................................
weathered bedrock
L ANDSCAPE. POS.L,T,I.DN.: Sides :CLASS_I_f ,I_CATION: Provisionally
suitable
TOPOGRAPHY: Uniform :RECLASSIFIED: N/A
PRESENT DEPTH TO WATER TABLE: >60 inches NOTES:
SEASONAL HIGH WATER TABLE: >60 inches
TYPE OF WATER TABI.. : N/A
FLOOD FREQUENCY: N/A
OOD DURATION: N/A
< ...............FIELD ESTIMATES..............)
:DEPTH: MOIST COLOR
... ............................ ... ..........................
% % : %
CONY.
HORIZON:(IN) : MATRIX : MOTTLES
: TEXTURE
:STRUCTURE :SAND:CLAY:STONES:
LIAR*
A :0-4 :10 YR 3 -
:Loam
:Granular .
0.7
Bt : 4--41 :5 YR 5.
:Clay loam
:Blocky 30 w_
0.5
Cr :41-60:Restrictive layer -
-------------------------------------------------------------------------
Weathered
bedrock
-----------
MCS* = Multi --colored saprolite CONY. LIAR* = Conventional. long term
acceptance rate in
gallons/ square foot/ day
SOIL SCIENTIST: John B. Allison
..........................................................................

JOHN B. ALLISON AND ASSOCIATES, INC.
PROJECT Dale Owen
D & D Catfish Farm,
PIT NUMBER: 21
SOIL GROUP: 3
........................ ..............................
PERCENT SLOPE: 55
..............I-—.................... ..............................
533 CRABTREE MTN. RD., CANTON, NC 28716
(704) 648 - 7080
:DATE: June 24, 1997
Transylvania Co. , NC _: PARENT, MATFR_I_AL,,: Residuum
:CLAY MINERALOGY: 1:1
:SOIL DEPTH: 24 inches to weathered
................. __.
bedrock
:RESTRICTIVE HORIZONS: 24 inches to
____...................................................................................................................
weathered bedrock
LANDSCAPE. POSITION: Sideslope :CLASSIFICATION: Unsuitable .
TOPOGRAPHY: Uniform :RECLASSIFIED: N/A
PRESENT DEPTH TO WATER TABLE: >72 inches NOTES:
SEASONAL HIGH WATER TABLE: >72 inches :1. Veins of 7.5 YR 5/8 Loam soil
TYKE. O.E. WATER, TAC3LE.: N/A
FLOOD FREQUENCY: N/A
................................... ..............-...............................
SOD DURATION: N/A
present in Cr horizon.
( ...............FIELD ESTIMATES .............. >
:DEPTH: MOIST COLOR
: n : :
CONV.
HORIZON:(IN)
: MATRIX : MOTTLES
: TEXTURE
:STRUCTURE
:SAND:CLAY:STONES:
LTAR*
A
:0--5 :10 YR 3 - _
:Loam
:Granular
0.7
Bt
:5-24 :5 YR 4
:Clay loam
:Blocky
- 30 _
0.5
6
Cr
:24-32:Restrictive layer -
Weathered
bedrock -
See note #1
R
_____________________________________________________________.------__--_--------
:32--72:Restrictive layer -
Hard bedrock
MCS* = Multi -colored saprolite CONY. LTAR* = Conventional long term
acceptance I al.-e ill
h` gallons/ square Foot/ day
SOIL SCIENTIST: John B. Allison
...........................................................................

JOHN B. ALLISON AND ASSOCIATES, INC.
PROJECT: Dale Owen
..........................................
D & D Catfish Farm,
PIT NUMBER: 22
....................................................
SOIL GROUP: 3
........... I ......... .............................
PERCENT SLOPE: 53
........................................ ..............................
533 CRABTREE MTN. RD., CANTON, NC 2871.6
(704) 648 - 7080
June 24, 1997
Transylvania Co., NC _:PARENT. MATCRI.A.L.: Residuum
:CLAY MINERALOGY: 1:1
_: SOI_L, DEPTH.: >72 inches _
:RESTRICTIVE HORIZONS: >72 inches
1.-..ANOSCAPE. POS_IT_TON.: T o e s 1 o p e : CLASSI_F=_I_CAT_I_CN.: Provisionally
suitable
TOPOGRAPHY.: Uniform : RECLASS_IF= I_ED.: N/A
PRESENT DEPTH TO WATER TABLE: >72 inches
................................... .............................. ............ ..............I............... ..............................
SEASONAL HIGH WATER TABLE: >72 inches
TYPE O.E. WATER TABLE: N/A
Fl._OOD FREQUENCY : N/A
OOQ QURATION: N/A
NOTES:
..............................
< ...............FIELD ESTIMATES..............)
:DEPTH:
MOIST COLOR
......... .... I ...... ........ .............I.,..............
% % :
%
CONY.
HORIZON:(IN)
:
MATRIX : MOTTLES
: TEXTURE
:STRUCTURE :SAND:CLAY:STONES:
LIAR*
A
.0-8 :10
YR 3
:Loam
:Granular • _ _
_
0.7
Bt
:8-33 :5
YR 4
:Clay loam
:Blocky - 30
0.5
6
BC
:33-72:10
YR 5. _
:Loam
:Blocky 25
0.5
6
--------------------------------------------------------------------------------
MCS* =
Multi ---colored
sapro.li.te
CONV .
LTAR* = Conventional
1on0 term
acceptance
rate in
oa.l.l.ons/ sgk.jare
foot/
clay
SOIL SCIENTIST: John B. Allison
.......................................................................

JOHN B. ALLISON AND ASSOCIATES, INC.
533 CRABTREE MTN. RD., CANTON, NC 28716
(704) 648 - 7080
PROJECT.: Dale Owen : DA.TE,: June 24, 1997
D & D Catfish Farm, Transylvania Co. , NC _:PARENT. MATLR,IAI._.: Residuum
PIT NUMBER: 23 :CLAY MINERALOGY: 1:1
SOIL GROUP: 2 :SOIL DEPTH: 24 inches to hard
........................ .............................. ........................ ..............................
bedrock
PERCENT SLOPE: 70 :RESTRICTIVE HORIZONS: 24 inches to
...__................................... ......................................................... _...... _.............................
hard bedrock
I ANDSCAPE. P05_I_T_I.ON.: Toeslope : CI. ASS,I,[=_I_CAT_I,ON.: Unsu.i.table
TOPOGRAPHY: Uniform
............................................................
PRESENT DEPTH TO WATER TABLE: >72 inches
SEASONAL h1IGH WATER TABLE: >72 inches
TYPE O. WATER TABLE: N/A
FLOOD FREQUENCY: N/A
DOD DURATION: N/A
:RECLASSIFIED: N/A
........................................................................
NOTES:
..............................
( ...............FIELD ESTIMATES .............. >
:DEPTH: MOIST COLOR - % : % : % : CONV.
.............................. ..............................
HORIZON:(IN) : MATRIX MOTTLES TEXTURE :STRUCTURE :SAND:CLAY:STONES: LTAR*
A :0-1 :10 YR 3 :Loam :Granular 0.7
Bw :1--24 :5 YR 4 • __ :Loam :Blocky - 25 40 0.35
6
R :24--72:Restrictive layer - Hard bedrock -
-_.-----------------------------------------------------------------------------
MCS* = Mu.lti•-colored saprolite CONY. LTAR* = Conventional long term
acceptance rate in
gallons/ squal-(; (Jot/ day
SOIL_ SCIENTIST: John B. Allison
.................................................

JOHN B. ALLISON AND ASSOCIATES, INC.
533 CRABTREE MTN. RD., CANTON, NC 28716
(704) 648 - 7080
PROJECT,: Dale Owen : DATE.: June 24, 1.997
D & D Catfish Farm, Transylvania Co., NC _:PARENT, MATERIAL: Residuum
PIT NUMBER: 24 :CLAY MINERALOGY: 1:1
SOIL. GROUP,: 3 _ :SOIIL.. DEPTH,: >72 inches
PERCENT, SLOPE.: 58 :RESTRICTIVE HORIZONS. HOR,IZONS.. >72 inches
l..,ANDSCAPE. POS,IT,I.PN.: Toes1ope : CL .A.SS_IF_I_CAT_I.ON.: Provisionally
suitable
TOPOGRAPHY: Uniform :RECLASSIFIED: N/A
PRESENT DEPTH TO WATER_ TABLE.: > 72 inches _: NOTES.:
SEASONAL HIGH WATER TABLE: >72 inches
TYPE O.E. WATER TABLE: N/A
FLOOD. FREQUENCY.: N/A
)OD DURATION: N/A
( ...............FIELD ESTIMATES .............. >
:DEPTH:
MOIST COLOR
a : o : n :
CONY.
HORIZON:(IN)
MATRIX MOTTLES
: TEXTURE
:STRUCTURE
:SAND:CLAY:STONES:
LTAR*
A :0-6 :10
YR 3.
:Loam
:Granular
- -
0.7
.6
Bt :6--20 :7.5
YR 4.
:Clay loam
:Blocky
: 30 : 1.0
0.5
8
.
BC :20-72:10
YR .5
:Loam
:Blocky
: 25 25
0.35
--------------------------------------------------------------------------------
MCS* = Multi -colored saprolite CONY. LTAR* = Conventi.onal. .long term
acceptance r-aLe in
gallons/ square foot/ day
SOIL SCIENTIS.

JOHN B. ALLISON AND ASSOCIATES, INC.
PROJECT: Dale Owen
.........................................
D & D Catfish Farm,
PITI. NUMBER: 25
SOIL GROUP: 3
....... ... ..........
PERCENT SLOPE: 34
533 CRABTREE MTN. RD., CANTON, NC 28716
( 704 ) 648 - 7080
June 2.4 , 1997
Transylvania Co . , NC _:PARENT. MATERIAL: Residuum
C.L.A.Y. MINERALOGY: 1.1
:SOIL DEPTH: >72 inches
:RESTRICTIVE HORIZONS: >72 inches
L._ANDSCAPE. POSI_T,I.ON,: Toeslope : CLASSI_F_I_CAT_I.ON.: Provisionally
suitable
TOPOGRAPHY: Uniform :RECLASSIFIED: N/A
PRESENT DEPTH TO WATER TABLE: >72 inches NOTES:
SEASONAL HIGH WATER TABLE: >72 inches
TYPE OF WATER TABLE: N/A
f= l._OOD f"REQUENCY : N/A
DOD DURATION: N/A
( ...............FIELD ESTIMATES .............. >
:DEPTH:
MOIST COLOR
................ ........................... ...
• • o : :
n :
CONY.
HORIZON:(IN)
:
MATRIX MOTTLES
: TEXTURE :STRUCTURE :SAND:CLAY:STONES:
LTAR*
A
:0-3 :10
YR 3
:Loam :Granular
0.7
Bt
:3--51 :10
YR 6,
:Clay loam :Blocky 30
0.5
6
BC
:51-72:10
YR 6.
:Sandy loam:Blocky : 75 : -__
20
0.6
.
8 .
. .
-------------------------------------------------------------------------------
MCS* =
Multi -colored
saprolite
CONY. L_TAR* = Conventional
lone term
acceptance
rate in
gallons/ square
foot/
day
SOIL.. SCIENTIST: .John B. Allison............................................................................

JOHN B. ALLISON AND ASSOCIATES, INC.
533 CRABTREE MTN. RD., CANTON, NC 28716
(704) 648 - 7080
PROJECT " Dale Owen : DA.TE,: June 24, 1997
D & D Cat'f ish Farm, Transylvania Co . , NC _: PARENT. M-ATC'RI_AL,: C011UV ium
P.T.T. NUMBER: 26 :CLAY r.1INERA10GX: I 1
SOIL GROUP: 3 :SOIL DEPTH: 45 inches to col..luvium
PERCENT SLOPE: 30 :RESTRICTIVE HORIZONS: >72 inches
LANDSCAPE. P05_IT_I.ON.: T o e s 1 o p e :CLA5S_I,F_T_CATI.ON.: Unsuitable
TOPOGRAPHY: Uniform :RECLASSIFIED: N/A
PR1.ESENT DEPTH TO WATER TABLE: >72 inches NOTES:
SEASONAL HIGH WATER TABLE: 33 inches :1. 5 YR 5/8 and 10 YR 7/1 mottles
TYPE. O.F. WATER TA .L.E.
FLOOD FREQUENCY: N/A
........................................................................ .......
_OOD DURATION: N/A
............I.........................................................
Seep present in BC and Cg horizons.
< ...............FIELD ESTIMATES .............. >
:DEPTH:
MOIST
.............................
COLOR
...................
...........
-
% : % :
% :
CONV.
HORIZON:(IN)
:
MATRIX
: MOTTLES
: TEXTURE
:STRUCTURE
:SAND:CLAY:STONES:
LTAR*
A
:0-8 :10
YR 4
_
:Loam
:Granular
_ -
0.7
Bt
:8-33 :10
YR 6
:Sandy
clay:Blocky
30
0.5
8
:loam
-
BC
:33-45:10
YR 6.
- See
"Loam
:Blocky
- 25
10
0.5
.
8
• note #1
-
Cg
:45-72:10
YR 7.
See
:Sandy
loam:Massive
4
note #1
.
----_---------------------------------------------------___--_-------____-__--__-_
MCS* =
Multi -colored
saprolite
CONY. l._TAR* =
Conventional
long term
acceptance
rate in
gallons/
square
foot/
day
SOIL SCIENTIST. John B. Allison
.......................................................I....................

JOHN B. ALLISON AND ASSOCIATES, INC.
533 CRABTREE MTN. RD., CANTON, NC 2871.6
(704) 648 - 7080
PROJECT.: Dale
Owen
: DATE.:
June 24, 1.997
D & D Catfish
Farm, Transylvania Co., NC
:PARENT
_ P.O.R.E.N.1
MATERIAL: Co1.1uviun-i
...............................................
PIT NUMBER: 27
SOIL GROUP: 3
PERCENT SLOP .
Cl._AY MINERALOGY :
:SOIL DEPTH: 54 inches to co.11uvium
........................ ..............................
:RESTRICTIVE HORIZONS: >72 inches
LANDSCAPE. POSITION: Toeslope �_____ CLASS_I_F_I_CAT_ION.
TOPOGRAPHY: Uniform :RECLASSIFIED:
PRESENT DEPTH T.P. WATER TABLE: >72 inches
SEASONAL HIGH WATER TABL..E: 54 inches
T.Y.P.E. O.E. WATER TAB1 .E.: Seep
FLOOD FREQUENCY: N/A
_OOD DURATION: N/A
.....................................................................
Provisionally
suitable
N/A
NOTES"
..........................
< ...............FIELD ESTIMATES .............. >
:DEPTH: MOIST COLOR
.............................. ............... ...............
-
% %
% :
CONY.
HORIZON:(IN)
: MATRIX MOTTLES
: TEXTURE
:STRUCTURE :SAND:CLAY:STONES:
LTAR*
A
:0-6 :10 YR 3
:Loam
:Granular
0.7
Bt
:6-36 :7.5 YR 5. __
:Clay loam
:Blocky - - 30
0.5
BC
: 36--54:5 YR 5. -
:Loam
:Blocky _ _ 25
0.5
. 8
.
C
: 54--72 : MCC* : 1.0 YR 7
:Loam
:Massive
-------------------------------------------------------------------------------
MCC* =
Multi. --colored colluvium
CONY.
I...TAR* = Convent.ional
long term
acceptance
rate in
gallons/ square
foot/
day
SOIL SCIENTIST: John B. Allison
.............................................................................

JOHN B. ALLISON AND ASSOCIATES, INC.
PROJECT: Dale Owen
.........................................
D & D Catfish Farm,
PIT NUMBER: 28
SO_I_L. GROUP.: 3
PERCENT SLOPE: 26
533 CRABTREE MTN. RD., CANTON, NC 2871.6
(704) 648 - 7080
: DA;r E : June 24, 1.9 9 7
Transylvania Co . , NC ,_:PARENT. MATERIAL: Col..l.uvium
:CLAY MINERALOGY: 1:1
: SO_I_L DEPTH.: 54 inches to col luv ium _
:RESTRICTIVE HORIZONS: >72 inches
LANDSCAPE. POSITION: Toeslope : CLASS,I,F_I_CATI.ON.: Provisionally
suitable
TOPOGRAPHY,: Uniform : RECLASS_I_F'_I_E_D.: N/A
PRESENT, DEPTH. TO WATER, TABLE.: > 72 inches �: NOTES:
SEASONAL HIGH WATER TABLE: 54 inches :1. 10 YR 6/6 and 7.5 YR 5/8 mottles
.....................I................. ........................ .............I................ ..............................
T.Y.P.E. O.E. WATER. TABLE,: Seep _:. present in BC horizon due to
FLOOD FREQUENCY" N/A
OOPDURATION: N/A
...................................................................
r e d o x ...
< ...............FIELD ESTIMATES .............. >
:DEPTH: MOIST
....................I........
COLOR
..............................
- % : :
% :
CONY.
HORIZON:(IN)
: MATRIX
: MOTTLES
: TEXTURE
:STRUCTURE :SAND:CLAY:STONES:
LTAR*
A
:0-10 :10 YR 3
:Loam
:Granular
0.7
Bt
:10--46:5 YR 4_
:Sandy
clay:Blocky : 30 :
_
0.5
- 6
:loam
-
BC
---------------------------------------------------------
:46-54:5 YR 4.
See
:Loam
:Blocky : 25 :
0.5
. 6
note #1
.
C
: 54--72 : MCC*
:10 YR 7.
:Sandy
loam : Massive
1
MCC* =
Multi. --colored col.l.uvium
CONY. LTAR* = Convent i.ona1.
low--j t.erm
acceptance
rate in
gallons/ square
-foot/
day
SOIL SCIENTIST: John B. Allison
..............................................................................

JOHN B. ALLISON AND ASSOCIATES, INC.
533 CRABTREE MTN. RD., CANTON, NC 28716
(704) 648 - 7080
PROJECT: Dale Owen
D & D Catfish Farm, Transylvania Co
PIT NUMBER: 29
SOIL GROUP: 3
........................ ..............................
PERCENT SLOPE: 30
LAND SCAPE. P05.I_T_I. .N: Toeslope
TOPOGRAPHY: Uniform
.........................................................
PRESENT DEPTH TO WATER TABLE:
: D A T E.: June 24, 1997
NC _:PARENT. MATER_I_AL_: Co.l..luvi_um
:CLAY MINERALOGY: 1:1
:SOIL DEPTH: 49 inches to col.luvium
:RESTRICTIVE HORIZONS: >72 inches
:CLASSIFICATION: Provisi.on.-111y
................................................................................. suitable
:RECLASSIFIED: N/A
>72 inches NOTES:
SEASONAL HIGH WATER TABLE: 49 inches
T...PE.. O.E. WATER. TA01-5: Seep
FLOOD FREQUENCY: N/A
....................................................................................
)OD DURATION: N/A
..........................................................
< ...............FIELD ESTIMATES .............. >
:DEPTH: MOIST COLOR
............................ ..............................
% : n :
o :
CONV .
HORIZON:(IN)
MATRIX : MOTTLES
TEXTURE :STRUCTURE :SAND:CLAY:STONES:
LTAR*
A
:0-9 :7.5 YR 4
:Loam :Granular
0.7
Bt
:9--49 :7.5 YR 5, _
:Clay loam :Blocky 30
25
0.35
8
.
Cq
:49--72:10 YR 7
:Sandy loam:Massive
MCS* =
Multi --colored sapro.l it:e
CONY. L._TAR* = Conventional
long term
acceptance
rate in
gallons/ square
foot/
day
SOIL_ SCIENTIST: John B. Allison
..................-.........................................................

PROJECT: Dale Owen
..........................................
D & D Catfish Farm,
PIT NUMBER: 30
...........I ... ...................................
SOIL_ GROUP: 2
...................... ..........I...................
PERCENT SLOPE: 24
......................................... ..............................
JOHN B. ALLISON AND ASSOCIATES, INC.
533 CRABTREE MTN. RD., CANTON, NC 2871.6
(704) 648 - 7080
:DATE.: June 24, 1997
Transylvania Co., NC _:PARENT MATERIAL: Co.l,luvium
�: CLAY, MINERALOGY: 1 : 1 _
:SOIL DEPTH: 40 inches to col.luvium
:RESTRICTIVE HORIZONS: >72 inches
LANDSCAPE. POS,I_T,I,ON: Toeslope� : CLASSI,F,I_CAT_ION.: Unsuitable
TOPOGRAPHY: Uniform :RECLASSIFIED: N/A
PRESENT DEPTH TO WATER -TABLE: >72 inches NOTES:
SEASONAL HIGH WATER TABLE: 28 inches :1.2.5 YR 5/6 and 10 YR 7/2 mottles
T.Y.P.E. O.F. WATER. TABLE.: Seep
FLOOD FREQUENCY: N/A
.00. ................................................
present in BC horizon due to
redox.
( ...............FIELD ESTIMATES .............. >
:DEPTH: MOIST
............... ...............
COLOR
........................ ......
% : % ;
%
CONV.
HORIZON:(IN)
: MATRIX
: MOTTLES
: TEXTURE :STRUCTURE
:SAND;CLAY-S"TONES:
LIAR*
A
:0-8 :7.5 YR
4
-
:Loam
:Granular
•
-
0.7
Bt
: 8--28 : 5 YR 4.
:
:Loam
:Blocky
: 25
;
0.6
BC
:28-40:7.5 YR
S.
See
:Sandy
loam:Blocky
75 • _.__.._ •
_
0.6
.
8
note.#1
.
C
: 40--72 : MCC*
: __....
:Sandy
loam : Massive
.
---------------------------------------------------------------------------------
MCC* =
Multi -colored
colluvium
CONY. LTAR* =
Conventional
long term
acceptance
rate in
gallons/
square
foot/
day
SOIL SCIENI':LST: John B. Allison
.............................................................................

JOHN B. ALLISON AND ASSOCIATES, INC.
533 CRABTREE MTN. RD., CANTON, NC 28716
(704) 648 - 7080
PROJECT.: Dale Owen :DATE: June 24, 1997
D & D Catfish Farm, 'Transylvania Co . , NC : PARENT. MATERIAL..: Co.l.1LA/5-um
P_I_T. NUMBER.: 31 :CLAY MINERALOGY: 1:1
SO_r_L. GROUP,: 3 :SOIL DEPTH: 42 inches to co.l.luvium
PERCENT'. SLOPE: 37 :RESTRICTIVE HORIZONS: >72 inches
LANDSCAPE. P(DC_IT_I.ON.: ToesIope ___ _.: CLASS_I_F.JCAT_I.ON..- Provisionally
suitable
TOPOGRAPHY: Uniform :RECLASSIFIED: N/A
PRESENT DEPTH TO. WA_TCR TABLE : > 72 inches _.._...__..._._..._._..._._.__.... __.... NOTES"
SEASONAL HIGH WATER TABLE: 42 inches
TYPE. Q.T. WATER. TABI-E : Seep :
FLOOD FREQUENCY: N/A
DOD DURATION: N/A
( ...............FIELD ESTIMATES .............. >
:DEPTH: MOIST COLOR
.............................. ..............................
•
. a o
o CONY.
HORIZON.
-(IN): MATRIX : MOTTLES
: TEXTURE
:STRUCTURE :SAND:CLAY:STONES:
LTAR*
A
.0-6 :7.5 YR
3.
-Loam
:Granular - _
0.7
3 .
Bt
:6 -42 :5 YR 4.
_
:Clay loam
:Blocky _ 35
0.4.
6
C
:42-•-72:7.5 YR
5 :10 YR 6
:Sandy clay
3
-Massive : 0
:
- -
6 2
:.loam
-----------
MCS* =
.---------------------------------------------------------------------
Multi --colored
saprolite
CONY.
LTAR* = Conventional
long term
acceptance
rate in
g.- ]. l on.^/ Square
'fo,Oi; / day
SOIL SCIENTIST: John B. Allison
...................................................I..........................

JOHN B. ALLISON AND ASSOCIATES, INC.
PROJECT: Dale Owen
........................................
D & D Catfish Farm,
P.I.T.N.U.M.B.ER.: 32
SOIL GROUP: 3
........................ _.......................... _
PERCENT SLOPE: 32
....................._........I......... ..............................
533 CRABTREE MTN. RD., CANTON, NC 28716
(.704 ) 648 -- 7080
DA.;I'.E.: June 24, 1997
Transylvania Co . , NC PARENT. MATERIAL: Col.luvium
:CLAY MINERALOGY: 1:1.
:SOIL DEPTH: 40 inches to co.l.luvium
:RESTRICTIVE HORIZONS: >72 inches
LANDSCAPE. POSITION: Toeslope : CLASS.I_E_ICAT_ION." Provisionally
suitable
TOPOGRAPHY: Uniform :RECLASSIFIED: N/A
PRESENT_ DEPTH, TO. WATER TABLE: > 72 i nches W: _ NOTES.:
SE ASONAL FiIGI i WATER TABLE-: > 72 inches
TYPE OF WATER TABLE: N/A
FLOOD FREQUENCY: N/A
OOD DURATION: N/A
< ...............FIELD ESTIMATES..............)
:DEPTH: MOIST COLOR
: % : % :
% :
CONV.
HORIZON
-(IN) MATRIX MOTTLES
TEXTURE
:STRUCTURE
-SAND:CLAY:STONES:
LTAR*
A
:0-6 :7.5 YR
3
:Loam
:Granular
-
0.7
Bt
: 6--40 : 2 .5 YR
4.
:Sandy
clay : Blocky
_ 30 :
25 :
0.35
. .
8 .
:loam
C
:40-72:MCC*
:Loam
:Massive
-
__.-__________-_-________________________________________________________________
MCC* =
Multi -colored
colluvium
CONY. L_TAR* =
Conventional
long term
'
acceptance
rate in
gallons/
square
foot/
day
SOIL SCIENTIST: John B. Allison
....................................................................

JOHN B. ALLISON AND ASSOCIATES, INC.
533 CRABTREE MTN. RD., CANTON, NC 2871.6
( 704 ) 648 - 7080
PROTECT.: Dale Owen ; DATE,: June 24, 1997
D & D Catfish Farm, Transylvania Co. , NC PARENT, MATER,IAL,.: Co11uvium
PIT NUMBER: 33
SOIL GROUP: 3
PERCENT SLOPE: 39
LANDSCAPE. POS_ITI,ON,: Toeslope
TOPOGRAPHY: Uniform
PRESENT DEPTH T.D. WATER TABLE:
:CLAY MINERALOGY: 1:1
:SOIL DEPTH: 52 inches to co.11uvium
:RESTRICTIVE HORIZONS: >72 inches
:CLASSIFICATION: Provisionally
suitable
:RECLASSIFIED: N/A
>72 inches NOTES:
SEASONAL HIGH WATER TABLE: >72 inches
TYPE O.E. WATER TABLE: N/A
FLOOD FREQUENCY: N/A
_OOD DURATION: N/A
< ...............FIELD ESTIMATES .............. >
:DEPTH: MOIST COLOR
.............................. ..............................
-
- % : % : % :
CONY.
HORIZON:(IN)
: MATRIX : MOTTLES
TEXTURE :STRUCTURE
:SAND:CLAY:STONES:
LTAR*
A
:0-1 :7.5 YR 4
:Loam
:Granular
0.7
Bt
:1--14 :7.5 YR 5.
:Sandy
clay:Blocky
v - 30 -
0.5
- 8 -
:loam
BC
:14-52:2.5 YR 7. :7.5 YR 5.
:Sandy
clay:Blocky
25 _ -
0.5
- 5 8
:loam
-
C
----------------------------------------------------------------------------------
:52--72: MCC* _
:Sandy
loam: Massive
MCS* = Multi ---colored saprol ite CONY. l._TAR* = Conventional lone tern'i
acceptance rate in
gallons/ square foot/ day
SOIL SCIENTIST: John B. Allison
.............................................................................

JOHN B. ALLISON AND ASSOCIATES, INC.
533 CRABTREE MTN. RD., CANTON, NC 28716
(704) 648 - 7080
PROJECT.: Dale Owen :DATE.: June 24, 1997
D & D Catfish Farm, Transylvania Co., NC _:PARENT. MATERIAL: Co l..luvium
PIT NUMBER: 34 :CLAY MINERALOGY: 1:1
SOIL GROUP: 3 :SOIL DEPTH: 48 inches to col.l.uvium
PERCEN. ..............................
LANDSCAPE. POS,IJI.ON.: T o e s 1 o p e
:RESTRICTIVE HORIZONS: >72 inches
................................................................_................................................
'CLASSIFICATION: Provisionally _
suitable
TQPOGRAPHY: Uniform _ : RECLASS_I_F._I_Fp.: N/A
PRESENT DEPTH TO WATER TABLE: >72 inches NOTES:
SEASONAL HIGH WATER TABLE: 48 inches
TYPE. OF, WATER TABLE.: Seep
FLOOD FREQUENCY: N/A
...................................................................................
MOOD DURATION: N/A
< ...............FIELD ESTIMATES .............. >
:DEPTH: MOIST
COLOR
-
- % : a :
:
CONY.
HORIZON:(IN) : MATRIX
: MOTTLES
: TEXTURE
:STRUCTURE
:SAND:CLAY:STONES:
LTAR*
A
:0--3 :10 YR 4
:Loam
:Granular
- -
0.7
Bt
:3--24 :7.5 YR 5
:Clay
loam :Blocky
30 -
0.5
6
.
Ab1
:24--34:10 YR 4_
: _
:Loam
:Blocky
: _ : 20 :
:
0.6
4
Ab2
:34--41 : 1.0 YR 3.
___
:Loam
:Blocky
- 20
_..__
0.6
2
Bb
:41--48:10 YR 6.
:Sandy
loam:Blocky
- 80 -
35 -
0.7
6
Cg
: 48--72: MCC*
N 7.
:Loamy
sand : Mass ive
p
'.C* =
Multi --colored colluvium
CONY. LTAR* = Conventional
long term
acceptance
rate in
gallons/ square
foot/
day
. ....................._.........................I...................

JOHN B. ALLISON AND ASSOCIATES, INC.
PROJECT: Dale Owen
D & D Catfish Farm,
PIT NUMBER: 35
.....................................................
SOIL GROUP: 3
PERCENT 5l_OPE : 23
.......................................... .............................
533 CRABTREE MTN. RD., CANTON, NC 28716
(704) 648 - 7080
DA.TE..: June 24, 1997
Transylvania Co . , NC ,_: PARENT. MATCRI_AL.: Residuum
:CLAY MINERALOGY: 1 : 1 . ._
:SOIL DEPTH: >60 inches
:RESTRICTIVE HORIZONS: >60 inches
l._ANDSCAPE. POSITION: Ridgetop _� : Cl.,A55_I_FI,CAT.I.ON.: Provisionally
suitable
TOPOGRAPHY: Uni-Form :RECLASSIFIED: N/A
PRESENT DEPTH TO WATER TABLE: >60 inches NOTES:
SEASONAL FAIGH WATER TABLE: >60 inches
TYPE OF WATER TABLE: N/A
FLOOD FREQUENCY: N/A . ,
LOOD DURATION: N/A
< ...............FIELD ESTIMATES .............. >
:DEPTH:
MOIST COLOR
.............................. ..............................
% : :
n :
CONV.
HORIZON:(IN) :
MATRIX : MOTTLES
: TEXTURE
:STRUCTURE :SAND:CLAY:STONES:
LTAR*
A
: 0--6 : 10
YR 4, _
:Loam
:Granular _ -
0.7
4
Btl
:6-2.1 :1.0
YR 5.
:Clay loam
:Blocky 35
0.4
8
Bt2
:21-60:5
YR 5.
:Clay loam
:Blocky - 30
20 -
0.4
-._-----------------------------------------------------------------------------
MCS* =
Multi --colored
saprolite
CONY.
LTAR* = Conventional
.long term
acceptance
rate in
gallons/ square
foot/
day
SOI. ....... ............... _.................... ....... _

JOHN B. ALLISON AND ASSOCIATES, INC.
PROJECT Dale Owen
D & D Catfish Farm,
PIT NUMBER: 36
SOIL GROUP: 3
PERCENT SLOPE: 32
533 CRABTREE MTN. RD., CANTON, NC 28716
( 704 ) 648 - 7080
:DATE,: June 24, 1997
Transylvania Co. , NC : PARENT. MAT .RI_AL.: R e s i d U U M _
:CLAY MINERALOGY: 1:1
:SOIL DEPTH: >60 inches
:RESTRICTIVE HORIZONS: >60 inches
LANDSCAPE. POS_I_T_I.ON.: Sideslope :CLASS,I,FI_CAT_I.ON.: Provisionally
suitable
TOPOGRAPHY.: Uniform : RECLASS_IF_I_ED.: N/A
PRESENT. DEPTH. TO. WATER. TABLE.: > 60 i nches _: __ NOTES"
SEACDNAL.. H_T_GH_ WATER. TOB _E : >60 inches
TYPE OF WATER TABLE: N/A
FLOO. ................ _....................................
OOD DURATION: N/A
< ...............FIELD ESTIMATES..............)
:DEPTH:
MOIST COLOR
........... .................. ....................._ .......
•
% : % : % :
CONY.
HORIZON:(IN) :
MATRIX : MOTTLES
: TEXTURE
:STRUCTURE
:SAND:CLAY:STONES:
LIAR*
A :0-5 :10
YR 4 - _
:Loam
:Granular
-
0.7
Bt1 :5-24 :10
YR 5
:Clay loam
:Blocky
3S -
0.4
8
Bt2 :24-60:10
YR 7. -
:Clay loam
:Blocky
_ 35 -
0.4
--------------------------------------------------------------------------------
8
MCS* = Multi ---colored sapro,lite CONY. L_TAR* = Conventional. long term
acceptance rate in
gallons/ square foot/ day
SOIL SCIENTIST: John B. Allison
.............I.._..._.....................................................

JOHN B. ALLISON AND ASSOCIATES, INC.
533 CRABTREE MTN. RD., CANTON, NC 28716
(704) 648 -- 7080
PROJECT.: Dale Owen :DATE: June 24, 1997
D & D Catfish Farm, Transylvania Co., NC _: PARENT. MATERIAL: Residuum
P,IT, NUMBER,: 37 : CLAY, MINERALOGY.: 1 : 1
50I_L. GROUP: 3 :50_I,L.. DEPTH: >72 inches
PERCENT SLOPE: 24 :RESTRICTIVE HORIZONS: >72 inches
LANDSCAPE. P05I_TI.ON.: Heads _:CLAS5.I. .I_CATI.ON.: Provisionally
suitable
TOPOGRAPHY: Uniform :RECLASSIFIED: N/A
PRESENT DEPTH TO WATER TABLE: >72 inches NOTES:
SEASONAL HIGH WATER TABLE: >72 inches
TYPE OF WATER TABLE: N/A
FLOOD FREQUENCY: N/A
.......I...........................................................I..............
DO. .............................................
< ...............FIELD ESTIMATES..............)
DEPTH:
MOIST C0l_0R
- % : % :
%
CONY.
HORIZON:(IN)
MATRIX MOTTLES
TEXTURE
:STRUCTURE :SAND:CLAY:STONES:
LTAR*
A
:0--7 :10
YR 4 -
:Loam
:Granular -
-
0.7
Btl
:7--24 :10
YR 5. __
:Clay loam
:Blocky - _ 30
0.5
Bt2
:24-72:10
YR 7. -
:Clay loam
:Blocky : 30 :
0.5
8
_-_______________________________________-______________________________________._
MCS* =
Multi -colored
saprolite
CONY.
LTAR* = Conventional
long term
acceptance
rate in
gallons/ square
foot/
day
SOIL `.SCIENTIST: John B. Allison
........._...............................................

JOHN B. ALLISON AND ASSOCIATES, INC.
PROJECT : Da.l.e Owen
.........................
D & D Catfish Farm,
PIT NUMBER: 38
533 CRABTREE MTN. RD., CANTON, NC 28716
(704) 648 - 7080
:DATE: June 24, 1.997
Transylvania Co., NC _:PARENT. MA"f R_T,AL.: Residuum
:CLAY MINERALOGY: 1:1
SO,T.L. GROUP : 3 : S0_T,L. DEPTH : 55 inches to sapr o.l, ite _
PERCENT SLOPE: 31 :RESTRICTIVE HORIZONS. >72 inches
LANDSCAPE. POSITION: Headslope : CLASS.IF.ICAT_I,ON,: Provisionally
suitable
TOPOGRAPHY: Uniform :RECLASSIFIED: N/A
PRESENT DEPTH TO WATER TABLE: >72 inches NOTES:
SEASONAL HIGH WATER TABLE: >72 inches
TYPE. O.F. WATER. TAEI-.E.: N/A
F"100D FREQUENCY: N/A
_OOPDURATION: N/A
< ...............FIELD ESTIMATES .............. >
:DEPTH: MOIST COLOR
.. ....... ..................... ............... .............
% : % :
% :
CONY.
HORIZON:(IN) : MATRIX : MOTTLES
: TEXTURE
:STRUCTURE :SAND:CLAY:STONES:
LTAR*
A
: 0-•6 : 10 YR 3.
:Loam
:Granular • _ -
_.W
0.7
3
Bt
:6-29 :7.5 YR 5,
:Clay
loam :Blocky - 30
0.5
8
.
BC
:29--55:10 YR 6. - _
:Sandy
loam:Blocky : 75 : i
0.6
C
: 55--72 : MCS* _
:Sandy
loam : Massive - -
0.5
--------------------------------------------------------------------------------
=
Multi --colored saprolite
CONY. LTAR* = Conventional.
long term
__MCS*
acceptance
rate in
_
gallons/ square
foot:./
day
SOIL SCIENTIST: John B. Allison
..............................................................................

JOHN B. ALLISON AND ASSOCIATES, INC.
533 CRABTREE MTN. RD., CANTON, NC 28716
(704) 648 - 7080
PROJECT,: Dale
Owen _ _ M_
:DATE.:
June 24, 1997
D & D Catfish
Farm, Transylvania Co., NC
_:PARENT
MATCR_I_AL.: Residuum
P_I_T, NUMBER.: 39
SOIL GROUP: 3
PERCENT. Sl._OPE.: 10
C.L.A.Y. M_I_NERALOGY : 1
: SOIL DEPTH: 58 inches to sapro.l. i.te _
:RESTRICTIVE HORIZONS." > 72 inches
LANDSCAPE. POSITION: Ridgetop : CLASSI_r.I_CAT_I.ON : Provisionally
suitable
TOPOGRAPHY: Uniform :RE LASS_IF,IED.: N/A _
PRESENT DEPTH TO_ WATER. TABI._E : > 72 i nches _ NOTES :
SEASONAL, HIGH. WATER. TABLE"
TYPE OF WATER TABLE: N/A
FLOOD FREQUENCY: N/A
....................................................................................
P.O.P.ION: N/A
...............................................................
>72 inches r
( ...............FIELD ESTIMATES .............. >
:DEPTH: MOIST COLOR
............................. ..............................
-
o : o :
o :
CONY.
HORIZON:(IN)
: MATRIX MOTTLES
: TEXTURE
:STRUCTURE :SAND:CLAY:STONES:
LTAR*
A
: 0--5 : 10 YR 3. _
'Loam
:Granular -
y
0.7
3
Bt
:5-32 :5 YR 5
:Clay loam
:Blocky - 35 -_
0.4
BC
: 32-58 : 7 .5 YR 6. -
"Loam
:Blocky - 20
-
0.5
8
C
: 58--72 : MCS* -
:Sandy loam
: Massive - M._ -
0.5
-----------------------------------------------------------------------------------
MCS* =
Multi -'-colored saprol. ite
CONY.
l._TAR* = Conventional
long term
CCej�'tBnGG
1 clt(-' 1.1'I
gallons/ square
foot/
day
SOI. ........ ........................................... _

JOHN B. ALLISON AND ASSOCIATES, INC.
533 CRABTREE MTN. RD., CANTON, NC 28716
(704) 648 -- 7080
PRO.JECT.: Dale Owen _ _ : DATE.: June 25, 1997
D & D Catfish Farm, Transylvania Co. , NC _: PARENT MATER.I.AL,.: Residuum
PIT NUMBER: 40 :CLAY MINERALOGY: 1:1
SOIL GROUP: 3 :SOIL DEPTH: >72 inches
PERCENT SLOPE: 29 :RESTRICTIVE ROB I7_ONS: >72 inches
LANDSCAPE POS,C_T.ION.: Sideslope :CLASSIFICATION: Provisionally
suitable
TOPOGRAPHY: Uniform :RECLASSIFIED: N/A
PRESENT DEPTH TO WATER TABLE: >72 inches NOTES:
SEASONAL HIGH WATER TABLE: >72 inches
TYPE O.E. WATER TABLE: N/A
FLOOD FREQUENCY: N/A
_OOD DURATION: N/A
< ...............FIELD ESTIMATES... .......... .>
:DEPTH: MOIST COLOR
................_..... .. ......................_ ...........
: : % :
CONV.
HORIZON:(IN) : MATRIX : MOTTLES
TEXTURE
:STRUCTURE :SAND:Cl_AY:S"PONES:
LTAR*
A :0-3 :10 YR 4 - _
:Loam
:Granular - _
0.7
Bt1 :3--24 .7.5 YR 5 - _
:Clay loam
:Blocky _ 30
0.5
Bt2 :24-72:5 YR 5 - _
:Clay loam
:Blocky - 30
0.5
8
--------------------------------------------------------------------------------
MCS* = Multi -colored saprol.ite CONY. l._TAR* = Conventional long t:c,rm
acceptance rate in
gallons/ square foot/ day
SOIL SCIENTIST: John B. Allison
............................................................................

JOHN B. ALLISON AND ASSOCIATES, INC.
PROJECT: Dale 0 w e n
D & D Catfish Farm,
PIT NUMBER: 41
533 CRABTREE MTN. RD., CANTON, NC 28716
( 704 ) 648 - 7080
: DATE.: June 25, 1997
Transylvania Co., NC _:PARENT. MATERIAL: Residuum
:CLAY MINERALOGY: 1:1
SOIL GROUP: 3 :SOIL DEPTH: >60 inches
PERCENT SLOPE: 36 :RESTRICTIVE HORIZONS: >60 inches
LANDSCAPE. POS_I.T.I. .N.: S i d e s 1 o p e :CLAS5I_F,ICAT.I.ON: Provisionally
suitable
TOPOGRAPHY: Uniform :RECLASSIFIED: N/A
PRESENT DEPTH TO WATER TABLE: >60 inches NOTES:
SEASONAL HIGH WATER TABLE: >60 inches
TYPE O. WATER TABLE: N/A
FLOOD FREQUENCY: N/A
_OOD DURATION: N/A
( ...............FIELD ESTIMATES .............. >
:DEPTH:
MOIST COLOR
....................... _
-
- - a : %
% :
CONY.
HORIZON:(IN)
:
MATRIX : MOTTLES
TEXTURE
:STRUCTURE :SAND:CLAY:STONES:
LTAR*
A
:0-6 :10
YR 3 -
:Loam
:Granular
-
0.7
Bt
:6-36 : 1.0
YR 4. - w
:clay loam
:Blocky - 30
_
0 .5
6
BC
:36-60:10
YR 6. -
:Sandy clay:Blocky
- 25
15 -
0.5
.
6 .
:loam
.
---------------------------------------------------------------------------------
MCS* =
Multi -colored
saprolite
CONY.
l._TAR* = Conventional
.Long term
acceptance
rate in
gallons/ square
foot/
day
SO_I_L. SCIENTIST: John B . Allison

JOHN B. ALLISON AND ASSOCIATES, INC.
PROJECT: Dale Owen
..........................................
D & D Catfish Farm,
PIT. .............. _........................
SOT_L. GROUP,: 3
PE. ........................ .............................
LANDSCAPE. P05_I_1_I.0N :
TOPOGRAPHY: Uniform
533 CRABTREE MTN. RD., CANTON, NC 28716
(704) 648 - 7080
:DATE: June 25, 1997
Transylvania Co . , NC _: PARENT. MATERIAL: Residuum •�
:CLAY MINERALOGY: 1:1
:SOIL DEPTH: 63 inches to weathered
........................ ................. .. _
bedrock
:RESTRICTIVE HORIZONS: 63 inches to
................................................................................................................
weathered bedrock
Sideslope :CLASS,I,F,ICATI.ON: Provisionally
suitable
:RECLASSIFIED: N/A
PRESENT DEPTH TO WATER TABLE: >72 inches NOTES:
SEASONAL HIGH WATER TABLE: >72 inches
TYPE O.E. WATER TABLE: N/A
FLOOD FREQUENCY: N/A
OOD DURATION: N/A
<...............F.IELD ESTIMATES ......... ..... >
:DEPTH: MOIST COLOR
....... ....................... ..........................."'
o : o :
% :
CONY.
HORIZON:(IN)
: MATRIX : moTTLES
TEXTURE
:STRUCTURE :SAND:CLAY:STONES:
LTAR*
A
:0-5 :10 YR 3 -
:Loam
:Granular _ •
0.7
Bt
:5-36 :7.5 YR 5_
:Clay loam
:Blocky - 30
15
0.5
6
.
BC
:36--63:7 .5 YR 5
:Clay loam
:Blocky - 30
40
0.4
6
.
cr
:63--- 72:R. es, i:.r.ictA.v1;:,y0r-
W e a t 1)0red bedrock
_______________________________________________________________________________
MCS* =
Multi --colored saprolite
CONY.
LTAR* = Conventional
.long term
\;
acceptance
rate in
gallons/ square
fool./
day
SOIL. SC.I_EN1'_I.ST: John B. Allison

JOHN B. ALLISON AND ASSOCIATES, INC.
533 CRABTREE MTN. RD., CANTON, NC 28716
(704) 648 - 7080
PROJECT.: Dale Owen -DATE: June 25, 1997
D & D Catfish Farm, Transylvania Co., NC _:PARENT, MATERIAL: Colluvium
PIT NUMBER: 43
.....................................................
SOIL GROUP: 2
........................ ..............................
:CLAY MINERALOGY: 1.:1
....................................................................................
:SOIL DEPTH: >72 inches
........................ ..............................
PERCENT SLOPE: 46 :RESTRICTIVE HORIZONS. >72 inches
LANDSCAPE. P.05_I7_I.ON_: Headslope :CI ASSI_F_I_CATI.ON_: Provisiona.l.l.y
suitable
TOPOGRAPHY: Uniform :RECLASSIFIED: N/A
PRESENT DEPTH TO WATER TABLE: >72 inches NOTES:
SEASONAL HIGH WATER TABLE: >72 inches
TYPE O.E. WATER TABLE: N/A
FLOOD FREQUENCY: N/A
OOD DURATION: N/A
< ...............FIELD ESTIMATES .............. >
:DEPTH: MOIST COLOR
.............................. .......... ....... ..........
- : a :
% :
CONV .
HORIZON:(IN) : MATRIX : MOTTLES
: TEXTURE
:STRUCTURE :SAND:CLAY:STONES:
LTAR*
A
:0-5 :10 YR 3 -
:Loam
:Granular _
0.7
Btl
:5-36 :7.5 YR 4.
:Loam
:Blocky 25
15
0.6
6 -
-
- -
-
Bt2
:36-72:10 YR 5. __
:Loam
:Blocky - _ : 25 :
40
0.4
6
MCS* =
-------------------------------------------------------------------
Multi -colored saprolite
CONY.
LTAR* = Conventional
long term
acceptance
rate in
gallons/ square
Foot/
day
SOIL SCIENTIST: John B. Allison............................................................................

JOHN B. ALLISON AND ASSOCIATES, INC.
PROJECT: Dale Owen
..........................................
D & D Catfish Farm,
P_I_T. NUMBER.: 44
5.0_I_L GROUP.: 3
PERCENT. SLOPE.: 46
533 CRABTREE MTN. RD., CANTON, NC 28716
(704) 648 - 7080
: D A f E, : June 25, 1.99 7
Transylvania Co. , NC :PARENT MATCR_I.AL.: R e s i d u u i n
: CLAY, M_INERALOGY.: 1 : 1
:SOIL DEPTH: 53 inches to saprol ite
, ,
'RESTRICTIVE HORIZONS: >72 inches -,
LANDSCAPE, POS_ITTON,: S i d e s 1 o p e _: CLASS_I_.I_CAT_I.ON: P r o v i s i o n a 1. 1. y
suitable
TOPOGRAPHY.: Uniform : RECLASS_F.I.ED_: N/A
PRESENT_ DEPTH. T.Q. WATER TABLE_: > 72 i nc hes _: __ __ _ NOTEC.:
SEASONAL, HIGH WATER WATER. TABLE.: >72 inches -:1 . Highly fractured bedrock with _
TYPE. O.E. WATER, TAt3l,_E.: N/A : veins of 7.5 YR 5/8 .loam soil..
FLOOD. FREQUENCY,: N/A :
D.P.D. DURATZ,O..: N/A
( ...............FIELD ESTIMATES .............. >
:DEPTH: MOIST
............................
COLOR
..............................
o : o :
% :
CONY.
HORIZON:(IN)
: MATRIX
: MOTTLES
TEXTURE :STRUCTURE :SAND:CLAY:STONES:
LTAR*
A
:0-4 :10 YR 4.
- _
:Loam
:Granular _ - -
0.7
Lj
Bt
:4-39 :2.5 YR S.
-
:Sandy
clay:Blocky _ 30
_
0.5
• - 8
-
:loam
BC
:39-53:10 YR 7.
- _
:Sandy
loam:Blocky : 80 : -
0.6
8
C
:53-72:MCS*
See
:Sandy
loam:Massive -
_
0.5
. .
note ##1
-
. .
---------------------------------------------------------------------------------
MCS* =
Multi -colored saproli.te
CONY. LTAR* = Conventional.
long term
acc e'pLa1.1ce
r�ILe i.il
gallons/ square
foot./
day
SOIL SCIENTIST: John B. Allison
.............................................................................

JOHN B. ALLISON AND ASSOCIATES, INC.
PROJECT : Da1.e Owen
D & D Catfish Farm,
PIT NUMBER: 45
SOIL GROUP: 3
................_...... .... _...................... _
. . ..............................
533 CRABTREE MTN. RD., CANTON, NC 28716
(704) 648 - 7080
: DATE.. June 25 , 1997
Transylvania Co., NC :PARENT. MATER _I_AL: Residuum
:CLAY MINERALOGY: 1.:1
:SOIL DEPTH: 45 inches to weathered
........................ ..........................._. bedrock
:RESTRICTIVE HORIZONS: 45 inches to
...................._..................................................................... _................ _...
weathered bedrock
LANDSCAPE. POSITION: Sideslope :CLASSIFICATION. Provis.iow-.U.ly
• suitable
TOPOGRAPHY: Uniform :RECLASSIFIED: N/A
PRESENT DEPTH TO WATER TABLE: >72 inches NOTES:
SEASONAL hiIGH WATER TABLE: >72 inches
TYPE OF WATER TABLE: N/A
FLOOD FREQUENCY: N/A
_OODDUR...............................: N/A . _
< ...............FIELD ESTIMATES .............. >
:DEPTH: MOIST COLOR
............................ ...........................
% : % :
% :
CONY.
HORIZON:(IN)
: MATRIX : MOTTLES
: TEXTURE :STRUCTURE :SAND:CLAY:STONES:
LTAR*
A
:0-4 :10 YR 4 -
:Loam :Granular
0.7
Bt
:4-29 :2.5 YR 5. -
:Sandy clay:Blocky - 30
0.5
• - 8
:loam - -
BC
:29-45:2.5 YR 5_:
:Sandy loam:Blocky 75 : -
0.6
8 .
Cr
:45--72:Restrictive layer -
Weathered bedrock
--------------------------------------------------------------------------------
MCS* =
Multi. -colored saprol ite
CONY. l._TAR* = Conventional
long term
accePtar-ice
raL.e in
gallons/ square
foot/
day
SOIL. SC_ICNI:_I.ST,: John B. Allison

JOHN B. ALLISON AND ASSOCIATES, INC.
533 CRABTREE MTN. RD., CANTON, NC 28716
(704) 648 - 7080
PROJECT.: Dale Owen : DATE,: June 25 , 1.997 _...__._
D & D Catfish Farm, Transylvania Co., NC _:PARENT. MATERIAL: Residuum
PIT NUMBER: 46 :CLAY MINERALOGY: 1:1
SOIL GROUP: 3 :SOIL DEPTH: >72 inches
PERCENT SLOPE: 35 :RESTRICTIVE HORIZONS: >72 inches
LANDSCAPE. P05.I_TI,ON.: Sides lope
TOPOGRAPF.IY: Uniform
PRESENT DEPTH TO WATER TABLE: >72 inches
..... ......... ._..._............._....... .............................
SEASONAL HIGH WATER TABLE: >72 inches
TYPE O.E. WATER TABLE: N/A
FLOOD FREQUENCY: N/A
OOD DURATION: N/A
:CLASSIFICATION: Provisionally
....................................................................................
. suitable
:RECLASSIFIED: N/A M
NOTES:
..............................
C...............FIELD ESTIMATES .............. >
:DEPTH: MOIST COLOR
..................... .... ................... ......... ......
-
- o : % : :
CONY.
HORIZON:(IN) : MATRIX MOTTLES
: TEXTURE
:STRUCTURE :SAND:CLAY:STONES:
LIAR*
A
:0-6 :7.5 YR
4
:Loam
:Granular _
0.7
Bt1
:6-41 :7.5 YR
5. -
:Sandy
clay:B.locky __ 30
0.5
- -
8 -
:loam
- - -
Bt2
:41-72:7.5 YR
5. :
:Clay
loam :Blocky - : 40 :
0.3
8
.
-------------------------------
-------------------_--_-----_---_.------------------------------------------------
MCSW =
Multi -colored
sapro.lite
CONV . LTARW = Conventional. l.on,j
acceptance rate in
gallons/ square -foot:,/
day
SOIL_ SCIENTIST: John B. Allison
.......................................................................

JOHN B. ALLISON AND ASSOCIATES, INC.
533 CRABTREE MTN. RD., CANTON, NC 28716
(704) 648 - 7080
PROJECT: Dale Owen
D & D Catfish Farm, Transylvania Co
PIT NUMBER: 47
50_I_. GROUP: 3
PERCENT SLOPE:.40
LANDSCAPE. P05.11I.PN.: Sideslope
:D A T E : June 25, 1997 ....__..___
NC :PARENT ................................................: Residuum
duum _.
:CLAY MINERALOGY: 1:1
:50.IL. DEPTH_: 70 inches to saprol.ite
:RESTRICTIVE HORIZONS. >84 inches
:CLASSIFICATION: Provi,si.onall.y
.... _........ __........................................... _................--
suitable
TOPOGRAPHY: Uniform :RECLASSIFIED: N/A
PRESENT DEPTH TO WATER TABLE: >84 inches NOTES:
SEASONAL HIGH WATER TABLE: >84 inches
TYPE O.E. WATER TABLE: N/A
FLOOD FREQUENCY: N/A
...................................................................................
OO. ................................................
< ...............FIELD ESTIMATES..............)
:DEPTH: MOIST COLOR
.............................. ..............................
• % : % :
% :
CONY.
HORIZON:(IN)
: MATRIX : MOTTLES
: TEXTURE
:STRUCTURE :SAND:CLAY:STONES:
LTAR*
A
:0-12 :10 YR 3
:Loam
:Granular
0.7
Bt
: 12-41 : 7 .5 YR 4.
:Clay loam
:Blocky : 35 :
0.4
BC
:41-70:7.5 YR 6. -
:Loam
:Blocky • 25 -
-
0.5
C
:70-.-84.MCS* : _..
:Sandy loam:Massive
:
:
0.5
-------------------------------------------------------------------------------
MCS* =
Multi --colored saprolite
CONY.
l...TAR* = Conventional
.long term
acceptance
rate in
gallons/ SgUZ11-C
I'O01-/
dray
SOIL SCIENTIST: John B. Allison
..............................................................................

JOHN B. ALLISON AND ASSOCIATES, INC.
PROJECT: Dale Owen
............................. _.......
....
D & D Cat -fish Farm,
PIT NUMBER: 48
SOIL GROUP: 3
PERCENT SLOPE: 37
533 CRABTREE MTN. RD., CANTON, NC 28716
(704) 648 - 7080
DATE.: June 25, 1997
Transylvania Co., NC _:PARENT. MAT[=.R.IAL.. Reside t-im
:CLAY MINERALOGY: 1:1
:SOIL DEPTH: >72 inches
:RESTRICTIVE HORIZONS: >72 inches
LANDSCAPE. POSITION: Sideslope :CLASSIFICATION. Provisionally
suitable
TOPOGRAPHY.: Uniform :RECLASSIFIED: N/A
PRESENT DEPTH TO WATER TABLE: >72 inches : NOTES:
EAS0NAL. HIGH. WATER, TABI,_E: >72 inches
TYPE O.E. WATER TABLE: N/A
FLOOD FREQUENCY: N/A
OOD DURATION: N/A
( ...............FIELD ESTIMATES .............. >
:DEPTH: MOIST COLO.
HORIZON:(IN)
: MATRIX : MOTTLES
: TEXTURE
:STRUCTURE :SAND:CLAY:STONES:
LTAR*
A
:0-5 :10 YR 4
:Loam
:Granular - -
0.7
Bt
:5-36 :10 YR 5.
:Clay
loam :Blocky .: 30
_v
0.5
BC
:36-72:7.5 YR 6, : _
:Sandy
clay:Blocky : 25 :
0.5
- 8
:loam
-------------------------------------------------------------------------------
_MCSW =
Multi --colored saprolite
CONY. I._TAR,, = Conventional
lnncl k.ri
ni
acceptance
rate in
gallons/ square
-foot/
day
SOIL SCIENTIST: John B . Allison
............__..................... ....... ................. _........

JOHN B. ALLISON AND ASSOCIATES, INC.
533 CRABTREE MTN. RD., CANTON, NC 28716
(704) 648 - 7080
PROJECT_: Dale Owen
: DA„rE.: June 25, 1997
D & D Catfish Farm,
Transylvania Co., NC
_:PARENT. MA7CRT_AL.: Residuum
PIT NUMBER: 49
:CLAY MINERALOGY: 1:1
SOIL. GROUP.: 3
: SO,I,L, DEPTH: 36 inches -to weathered _
bedrock
PERCENT. SLOPE.: 52
: RESTR,ICT,I_VE, HORIZONS: 36 inches to _
. weathered bedrock
LANDSCAPE, POS,ITT_ON:
S i d e s 1 o p e
:C ASS_..F_I_CAT_ION: Provisionally
suitable
TOPOGRAPHY: Uniform
:RECLASSIFIED: N/A
PRESENT DEPTH TO WATER TABLE: >72 inches
NOTES:
SEASONAL FJIGH WATER
TABLE: >72 inches
TYPE O.E. WATER TABLE:
N/A
FLOOD FREQUENCY: N/A , ,
DOD. DURATION: N/A
( ...............FIELD ESTIMATES ...... ........ >
:DEPTH: MOIST COLOR
............................. ....................... .......
b %
% CONV.
HORIZON:(IN)
: MATRIX : MOTTLES
: TEXTURE
:STRUCTURE :SAND:CLAY:STONES: LTAR*
A
:0-4 :10 YR 5.
:Loam
:Granular - T
0.7
6
Bt
:4-15 :10 YR 5 ____
:Sandy
c.lay:Blocky - 30
0:5
• - 8
:loam
BC
:15--36:10 YR 6. ___
:Sandy
loam:Blocky • 80
_ 0.6
8
Cr
:36--72:Rest:rictive .Layer -
Weathered
bedrock
_-_____________--___________________________________________________________-__-_-
MCSA= =
Multi --colored sapro.lite
CONY. LTAR* = Conventional
.l on<:j t:.c�rrn
acceptance
rate in
gal.lons/ square
'Foot/ day
SOIL SCIENTIST: John B. Allison
........................................................................

JOHN B. ALLISON AND ASSOCIATES, INC.
533 CRABTREE MTN. RD., CANTON, NC 28716
( 704 ) 648 - 7080
PROJECT.: Dale Owen :DATE.: June 25, 1997
D $ D Catfish Farm, Transylvania Co . , NC _:PA.RENT. MATER_I_AL.: Residuum
PIT NUMBER: 50 :CLAY MINERALOGY: 1:1
SOIL GROUP: 3
...............__..... ._...........................
PERCENT. SLOPE.: 53
l_�ANDSCAPE. P0SIJ,I.QN: Sideslope
:SOIL DEPTH: 30 inches to weathered
........................ ..............................
bedrock
:RESTR_ICT_I,VE. HORIZONS: 30 inches to _
weatherer{ bedrock
:CLASSIFICATION: Unsuitable
TOPOGRAPHY. Uniform :RECLASSIFIED: N/A
PRESENT DEPTH TO WATER TABLE: >72 inches NOTES:
SEASONAL HIGH WATER TABLE: >72 inches
TYPE O.E. WATER TABLE: N/A
Fl._OOD FREQUENCY : N/A
DOD DURATION: N/A
( ...............FIELD ESTIMATES..............)
:DEPTH: MOIST COLOR
................................ . ......... ......... .........
% % • %
CONY.
HORIZON:(IN)
MATRIX MOTTLES
: TEXTURE
:STRUCTURE :SAND:CI_AY:STONES:
LTAR*
A
:0-5 :10 YR 4 -
:Loam
:Granular • -
0.7
Bt
:5-30 :10 YR 6. - __
:Sandy clay:Blocky
30
0.5
- 6 -
:loam
.
Cr
:30-72:Restrictive layer -
Weathered
bedrock -
-___------------------------------------------------------------•----------------_----
MCS* =
Multi -colored saprolite
CONY.
LTAR* = Convel:ltional. .long b)i—m
acceptance rate in
gallons/ square foot/
day
SOI. Allison..........................._.............I..........

■ Complete items 1, 2, and 3. Also complete palgnaiure
item 4 if Restricted Delivery is desired. X --❑ Agent
■ Print your name and address on the reverse / C / ,. - _ EI Addre
so that we can return the card to you. % `y'�`
Y B. Receiv d by ed Name C. Da ,,f_Del
■ Attach this card to the back of the mailpiece,y�
Norih Carolina Department of s differenf from item% u 7es ,
`. —�Environ�ment and Natural Resourcesvery address below: OjF1/No
Division of Water Resources
Water Quality Sectionao�
NCDENR 2090 U.S. Highway 70, Swannanoa, NC 28778 4coo
e— ���
A. Dale Owen
Adventure Village WWTP
15 Adventure Ridge Road
Brevard, North Carolina 28712
I��i�llr�l�l�rrl���ll�rlrlll���l
3. a ice Type
Certified Mail 13 Express Mail
Registered 1["etum Receipt for M andis�
❑ Insured Mail UC.O.D.
4. Restricted Delivery? (Extra Fee) ❑
7:012 '101'0 0002' 1967 16520
:)C Fnrm RR11 FPhnlary Pnn4 Domestic Return Receipt - 102595-02-M-151

UNITED STATES POSTAL
Ohease P.1pt your na
First -Class Mail
Postage & Fees Paid
USPS
111111 Permit No. G-10
and ZIP+4 in this box 0
Q)
JANE JANET CANTWELL
NCDE DWR-WQS
2090 U.S.0 U.
HIGHWAY 70
SW
S WANNANOA NC 28778
. ... . ..... .. .. j . .... .. .... .

■ it fete items 1:,'2, 6�rd 3. Also complete A. Signature'
it If Restricted Del"rvery is desired. X ❑ Agent
■ Pr1I your name and address on the reverse ❑Addressee
so that we can return the card to you. B. R ved by (Printed Name) 1 C. Date of Delivery
■ Attach this card to the back of the mailpiece,�
North Carolina Department of Environmental Quality s:, s delivery addr�e�ss)dlff&riiJ'I m item 1. ❑ Y s
Divdsion of Water Resources ' c f YES, enter deli eryG add�re Iow: ❑ No
�. o�
�(ater Quality Regional Operations Section
2090U.S. Highway 70 1
SWanhanoa, North Carolina 28778
� m
i .w -ate
A. Dale Owen lerviceType\�so'l
15P-lventure Ridge Road k6ertifiedMail" 0-Priority Mail Express'
Brevard, North Carolina 28712 ]Registered Return Receipt for Merchandise
Insured Mail Collect on Delivery
�IIII��11Irlr�lr��llllllllllll�llllllrllrlrlllllllllllllllIIII lrestricted Delivery? (Extra Fee) ❑ Yes
7012 1010 0100`2`1965 5686 a�
L`"�/—(}� �Q
i 0- �
00 r,._ 4Ai 1 . is ik, OrIl4 rinmaetin Ratnrn Rereint

UNITED STATES •P--OE eSER1E;
• Sender: Please print your name, address, ar
JANET CAN7WELL
NCOEO-OWR.WOROS
� _ -- --- ------ --- - -2000 U.S. HIGHWAY 70
SWANNANOANC 23773 ---
/p -First-Class Mail
Postage & Fees- Paid
usP$-
Permit No. G-1w
A m

■ Complete items 1; 4,and 3,Also complete A. Signal = -
item 4 if Restricted$elivery fs,desired. , � 3'Agent
■ Print your name and address on the reverse Xle, ❑ Addressee
so that we can return the card to you. B. Receiv (P eF/ amel C. to f
■ Attach this card to the back of the mailpiece, to D
nr nn tha frnnt if enara narmitc
North Carolina De!partment,ofss different from Rem 1? ❑ Yes
FWAlive address below: ❑ No
•. Environment and Natural Resources ry
A A. Division of Water Resources
NCDENR Water Quality Section
2090 U.S. Highway 70, Swannanoa, NC 28778
1�
A. Dale Owen
15 Adventure Ridge Road
Brevard, NC 28712
3- S ice Type
JKCertfffed Mail ❑ Express Mail
❑ Registered Retum Rec ' r e andise
❑ Insured Mail '❑ O.D.
4. Restricted Delivery? (Extra Fee) ❑
7012 ' 1010 0002 1967 6704
)S Form 3811. February 2004 Domestic Refiim Racoint

UNITED STATES e,.QSTA
S
0 Sender: Please print your name, address/,A� ZIP+4,,Wthis
4V All
JANETCAN. ELL
NCDENR-DWR- S
I
2090 U.S. HIGHWAY
SWANNANOA NC 287T8i ftff

■ Cte items 1, 2, and 3. Also complete A. s:��
ite If Restricted Delivery is desired.Xgent
■ Print your name and address on the redverse`- ❑ Addressee
so that we can return the card to you. B. WceK27by rented a e) C. Date of Deliver.
■ Attach this card to the back of the mailpiece,
nr nn the front if en^..e. ........t; - —
North Carolina Department o s different from item 17 ElYes
Environment and Natural Resource very address below: ❑ No
Division of Water Resources
�agAz
Water Quality Regional Operations Section � j Coo o Q'(O
NCDENR2090 U.S. Highway 70, Swannanoa, NC 2877E N
A. Dale Owen
Adventure Village WWTP
15 Adventure Ridge Road
Brevard, North Carolina 28712
I uIIII nI�Illlllu��ll�l���lll�
3. S Ice Type
Oertified Mail® ❑ Priority Mail Express"
❑ Registered eturn Receipt for Merchandisf
❑ Insured Mail Collect on Delivery
4. Restricted Delivery? (Extra Fee) ❑ Yes
7012 1010 0002 1965 7932
nor:--4f21 1 h d., 9ni 4 nn—gtir. Ratnrn Rereint IN

UNITED STATES`P-. "Rt`..SEk`U1C1~''=-
�9
First -Class
Q� ,Postage &
USPs
Permit f�(3.
• Sender: Please print your name, a rely and ZI,P+4® in
e_
JANET CANTWELL
NCDENR-DWR-WQRO
2090 U.S. HIGHWAY 70
l SWANNANOA NC 28778
.:'�"...�... .. ... ... ji M i}Iil�llt�i ltif lilal l� t�;iil l�lli �l 1111"llddii, 'mil!
•' a e � lat i t iif

■ Complete items 1, 2, and 3. Also complete A. Signature I
item 4 if Restricted Delivery is desired. _4/��� ❑ Agent
X
■ Print your name and address on the reverse (VV ❑ Addressee
so that we can return the card to you.
PI —I
AHonh Ohio nardtn,+6n_h-4—__ . _ B. Received by (Printed Name) C. Date of Delivery
ry I
L North Carolina Department of L
I A • : Environment and Natural Resources js different from item 1? ❑ Yes
I �� Division of Water Resources very address below: ❑ No I
NC -
Water Water Quality Section
�'1� 2090 U.S. Highway
70, Swannanoa, NC 28778,1I
I �
A. Dal '1v n I
Adven illage WWTP 3. er}IlceType I
- I 15 Ad iture Ridge Road Certified Mall Ekprew Mail l
1 I Brevard, NC 28712 I Registered �etumReceipt for Merchandise
i I ❑ Insured Mall �- [13�����jjjjjj C.O.D.
4. Restricted Delivery?( Extra Fee) ❑Yes
7012 1010fa002 1967 66.05 /yoV aor3--Ll�_c�� 3S
i 1 PS Form 3811, February 2004 Domestic Return Receipt
t._ -'• _ ;_i.._ ice. -� - - -- - = t- — -- -
102595-02-M-1540

coDS��3
NCDENR A
Division of Water Quality
Water Quality Section
2090 U.S. Highway 70
Swannanoa.,NC 28778
CERTIFIED MAIL
RETURN REOETFT REQUESTED +
cb
M c z
C V PlTHEY SWES
8 02 1 P 006a ID
O
co
cv c 0003212337 SEP 19 2013
L) '° MAILED FROM ZIP CODE 28778
rSsri.7 /►R�''U crfg3n+G 1 J
s
Owen
G
Adventure Village WWTP
15 Adventur_e_Rldge-ROa
A Brevard, N f
11E TL914 TIC]E
N'O 5ilt P :STR`EET
aU -ABiL E T'0
• B` G Z,: S t 7 �'� � 7.. �,.�,v3 � x " E1t3� � Z� a��� �,t�"� Z �!'�`4 g .��``s���
P 111 i . i t t i 411 °.'�l � , � � 4 i��� i i git� i isir ii'� ir3 � ui`i "i e ° 1 ° lY�.N
1

c
It
•r .:: jSENDER:
COMPLETE THIS SECTION
COMPLETE• ON DELIVERY
.r 1i
7
r ■ dompleteilXIMS1.S5 nd3.
A. Signature
■Print your= name art ddress on the reverse
X Ll Agent
—
so that we can' 1the card to you. 4urn
❑ Addressee I
-P— Received by (Printed Name) C. Date of Delivery 1
---
A. Dale Owen
'
Adventure Village WUVfP
�delivery address different from Item l? Yes I
115 Adventure Ridge Road
Yes, enter delivery address below: ❑ No 1
Brevard; North Carolina 28712
3. Service Type ❑. Priority Mail Express@ �
I IIII�I IIII II I I III I II I I II I I IIII III I I I
❑ Adult Signature ❑ Registered Mail
❑ Adult Signature Restricted Delivery ❑ Registered Mail Restricted
9590 9402 2119 6132 6499 56
ertified Mail® Del very
❑ Certified Mail Restricted Delivery ad Return Receipt for
❑ Collect on Delivery Merchandise
..2.-Article.Numher-ffrancfar from. cpmira.inhoi1 _ --
❑ Collect.on Delivery Restricted Delivery ❑ Signature ConfimiatlonT 1
Nail ❑ Signature Confirmation I
S
7 016 1370 0001 6571
8973 Ia l Restricted Delivery Restricted Delivery
I Air
PARK:
PRFSERVi�
--
i ; ;PS Forrrr� 3$1`11,JUIy 2015PSN 75ao-02-000-9053/u�py., apt ..-03� Domestic Return Receipt
f � ° I
�AR CANE
_ _ _ _ _ _ _ _
_ _ — �---L
- - - - -- - -
1-V V ' ELOPES
Quality Park Produo Item #90076

Of THE RETURN ADDRESS, FqLDAT DOTTED LINE
I s k'x 41oes POS,?�4�n
V.:4�r
./
t'��t ,' ,, •��-�•+�rg• � .�� � �L'�, -PITt`dEV BOL'lES
0000881424 MAY f 0
2017
:j'AMAILED FROM ZIP CODE 28778
.11 —lia Ila
7016 1,��0 0001 6 8973 -- - —
�� �- North Carolina Department of Environmental Quality _
j °o� ; \ Division of Water Resources
� O ` Water Quality Operations Section
2090 U.S. Highway 70
cy pe0 Swannanoa, NC 28778-8211
wen - - - -- - -
Adventure V _ ,f �. _ _ :' ,� .� .-. ' r _. -e {
QJ OT CE \� �` 15 Adventure _ _ ,. T q.t
RKID Brevard, Noi E zlYx.s�a inn `ia y ac
L TT IED MAIL t
RETURINT EIPT REQUESTED a 3,9 2 - 31� 3jj 4 -iipp g1 C 41
�I
.. �1y .. �7_7-ZS-9211.