NCG551511_Regional Office Historical File 2010 to 2017

Water Resources
ENVIRONMENTAL QUALITY
July 25, 2017
Peggy R. Block
4940 Jewell Lane
Paducah, KY 42001
ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
S. JAY ZIMMERMAN
Director
Subject: NPDES General Permit NCG550000
Transfer of NCG551511
3001 Butler Bridge Road
Henderson County
Dear Permittee:
The Division hereby transmits Certificate of Coverage (CoC) NCG551511, issued under
NPDES General Permit NCG550000. This action is taken to show that you are now the
owner of the subject facility. This CoC 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).
If any parts, measurement frequencies or sampling requirements contained in the
General Permit are unacceptable to you, you have the right to request an individual NPDES
permit upon written request within thirty (30) days following receipt of this letter. Unless
such a request is made, this transfer of the subject CoC shall be final and.binding.
This CoC is not transferable except after notice to the Division. The Division may
require modification or revocation and reissuance of the CoC. This permit does not affect the
legal requirements to obtain other permits which may be required by any other Federal,
state, or local government. If you have any questions concerning this matter, please contact
Emily Phillips at [phone] or via e-mail [[e-mail]].
cerely,
S. Jay Zimmerman, P.G.
Director
����Watea/��3
Division RECEIVED
Resources
cc: I�hevi111e+Regior� Office�r
NPDES files
State of North Carolina I Environmental Quality I Water Resc
1617 Mail Service Center I Raleigh, NC 27699-1617
919 807 6300 919-807-6389 FAX
JUL 2 7 2017
Water Quality Regional Operations
Asheville Regional Office
https://deq.nc.govlaboutldivisionslwater-resources/water-resources-pennitslwastewater-brancIVnpdes-wastewater-permits

STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF WATER RESOURCES
CERTIFICATE OF COVERAGE NCG551717
Under GENERAL. PERMIT NCG550000
TO DISCHARGE 100%-DOMESTIC AND SIMILAR WASTEWATERS 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,
Peggy R. Block
are hereby authorized to operate a wastewater treatment facility with a discharge of < 1000
gallons per day); discharging from
3001 Butler Bridge Road
Mills River
Henderson County
to receiving waters designated as an unnamed tributary (UT) to McDowell Creek [stream
segment 6-58], a waterbody currently classified C located within subbasin 04-03-02 of the
French Broad River Basin, in accordance with the effluent limitations, monitoring
requirements, and other conditions set forth in Parts I, II, and III of General Permit
NCG550000 as attached.
This certificate of coverage shall become effective July 25, 2017.
This Certificate of Coverage shall remain in effect for the duration of the General Permit.
Signed this day July 25, 2017).
AJay P.G.
Director, Division of Water Resources
By Authority of the Environmental Management Commission
a

pry
General Permit NCG560000
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
GENERAL PERMIT NCG550000
DISCHARGE OF DOMESTIC WASTEWATER FROM SINGLE FAMILY
RESIDENCES AND OTHER 100% DOMESTIC DISCHARGES WITH
SIMILAR CHARACTERISTICS UNDER THE
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
In compliance with the provision of North Carolina General Statute 143-215.1, other
lawful standards and regulations promulgated and adopted by the North Carolina
Environmental Management Commission, and the Federal Water Pollution Control
Act, as amended, this permit is hereby issued to all owners or operators, hereafter
permittees, which are covered by this permit as evidenced by receipt of a Certificate
of Coverage by the Environmental Management Commission to allow the discharge of
treated domestic wastewater in accordance with the effluent limitations, monitoring
requirements, and other conditions set forth in Parts I, II, III and IV hereof.
This permit shall become effective August 1, 2013.
This permit shall expire at midnight on July 31, 2018.
Thomas A. Reeder, P.E., Acting Director
Division of Water Quality
By Authority of the Environmental Management Commission
Page 1 of 16 Pages

General Permit NCG550000
PART I
MONITORING, CONTROLS, AND LIMITATIONS FOR PERMITTED DISCHARGES
A. EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS
Applicability of Coverage
This permit authorizes discharges (pursuant to the conditions described in this permit) to all waters
of the state unless otherwise excluded in this section. Discharges to the following waters are
excluded from permit coverage and will require an individual permit to discharge:
Waters classified as WSI (Water Supply I)
Waters classified as HQW (High Quality Waters, excluding WS II)
Waters classified as SA
Waters classified as ORW (Outstanding Resource Waters)
Waters located in the Randleman Lake Watershed
Applicable to Treatment Systems:
1) Single Pass Filter Systems discharging less than 1000 gallons per day (applicable to existing
facilities only)
2) Multi -Phase Filter Systems (Primary & Secondary Single Pass, Recirculating Sand Filters as well
as other alternative technologies that provide treatment equivalent to, or greater than,
recirculating sand filters) discharging less than 1000 gallons per day
Treatment system requirements for existing systems (built prior to August 1, 2007) systems:
• Septic Tank
• Sand or media filter component (Single Pass Filter Systems, Multi -Phase Filter Systems)
• Disinfection. (All facilities adding chlorination after the August 1, 2007 will also be required to
add dechlorination. If a system had chlorination before August 1, 2007, then the addition of
dechlorination is not required)
Treatment system requirements for new and existing systems (built after August 1, 2007):
• Septic tank (with riser)
• Filter media
• Recirculating pump tank(s) per approved design (Multi -Phase Filter Systems only)
• Primary & Secondary Single Pass Filter Systems (Multi -Phase Filter Systems only)
• Filter media component per approved design
• Disinfection unit (Chlorination/dechlorination, or equivalent means of disinfection),
• Effluent pipe/outfall with aeration/erosion control (rip rap)
For purposes of this permit, failed or failing systems that require replacement will be subject to
requirements for new systems built after August 1, 2007.
For purposes of this permit, systems thatwere constructed prior to August 1, 2007 that did not have
a valid permit shall be required to get a valid permit. They will not be required to replace or
upgrade systems installed prior to August 1, 2007 unless they are failing and require replacement.
Page 2 of 16 Pages

FrV
General Permit NCG550000
During the period beginning on August 1, 2013 and lasting until expiration, the Permittee is
authorized to discharge domestic wastewater from outfal1001. Such discharges shall be limited and
monitored by the Permittee as specified below:
PARAMETER
LIMITS
MONITORING REQUIREMENTS
Monthly
Daily
Measurement
Sample
Sample
Average
Maximum
Frequency
Type
]Locations
Flow [50050]
Annually
Estimate
Effluent
BOD, 5-Day, 20°C3[00310]
30.0 mg/l
45.0 mg/1
Annually
Grab
Effluent
Total Suspended Solids3
30.0 mg/l
45.0 mg/1
Annually
Grab
Effluent
[00530]
Fecal Coliform
200/100 ml
400/100 ml
Annually
Grab
Effluent
Geometric mean 31616
Total Residual Chlorine"'
Annually
Grab
Effluent
[50060]
Enterococci3,'
Annually
Grab
Effluent
1. Effluent is defined as wastewater leaving the treatment system, prior to discharge into a creek or
other water body.
2. The wastewater discharge flow from this facility may not in any case exceed 1000 gallons per
day.
3. A North Carolina certified laboratory must perform the wastewater analysis.
4. Receiving stream chlorine levels are not to exceed 17 µg/L. The sample shall be taken from the
effluent pipe, prior to discharge into a creek or other waterbody.
5. Applicable for discharges to SB and SC waters only. In SB and SC waters, the requirement for a
fecal colifolm sample is not required.
There shall be no discharge of floating solids or foam visible in other than trace amounts.
Page 3 of 16 Pages

General Permit NCG550000
Permit Conditions
(Operation & Maintenance)
1) The tablet chlorinator and dechlorinator [if applicable] shall be inspected weekly to ensure
there is an adequate supply of tablets for continuous & proper operation. The dechlorinator
unit shall be labeled "dechlorination only".
2) Treatment systems shall be maintained at all times to prevent seepage of sewage to the surface
of the ground.
3) Septic tanks and secondary tank (recirculating/pump tanks) shall be inspected at least yearly to
determine if solids must be removed or if other maintenance is necessary. Septic tanks shall be
pumped out every five years or when the solids level is found to be more than 1/3 of the liquid
depth in any compartment, whichever is greater. All tanks should be emptied of their contents
whenever any of the tanks meet this requirement. Effluent filters shall be inspected at least
once a year, cleaned and reinstalled or replaced. Contents removed from septic tanks shall be
disposed at a location and in a manner compliant with all local and state regulations.
4) All system components, including but not necessarily limited to, septic tanks, surface sand
filters, other filter components, pump/recirculation tanks, controls and alarms, disinfection
units, dechlorination apparatus, and the outfalls shall be maintained at all times and in good
operating order.
5) All monitoring data shall be retained onsite for a minimum of five years and available for
inspection. The permittee shall notify the Division upon receipt of a sampling or monitoring
report indicating noncompliance with the permit.
6) A visual review of the outfall location shall be executed twice each year (one at the time of
sampling) to ensure that no visible solids or other obvious evidence of system malfunctioning
is observed. Any visible signs of a malfunctioning system shall be documented and steps taken
to correct the problem.
Transfer Coverage from Other Permits
7) Upon issuance of this general permit, all existing and acting certificates of coverage issued in
conjunction with the NCG5700000 permits will be eligible for coverage under this permit.
8) Upon issuance of this general permit, all existing and active individual permits issued since
June of 2010 for discharge of domestic wastewater from single family residences and other
100% domestic discharges with similar characteristics will be eligible for coverage under this
permit.
This permit does not affect the legal requirements to obtain other permits that may be required by the
North Carolina Department of Natural Resources, or any other federal or local governmental permit.
Page 4 of 16 Pages

General Permit NCG550000
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 Ouarter
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 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.
Page 5 of 16 Pages

_qq4
4
General Permit NCG560000
➢ 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).
DWQ or "the Division"
The Division of Water Quality, 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).
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.
Page 6 of 16 Pages

General Permit NCG550000
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 Quality.
Quarterly Average (concentration limit)
The arithmetic mean of all samples taken over a calendar quarter.
Severe .propqM 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
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
l 22.41(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
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 b7owingly 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
Page 7 of 16 Pages

General Permit NCG550000
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 fried up to
$2,000,000 for second or subsequent convictions. [40 CFR 122.41(a)(2)]
f. Under state law, a civil penalty of not more than $25,000 per violation may be assessed against any person
who violates or fails to act in accordance with the terms, conditions, or requirements of a permit. [North
Carolina General Statutes § 143-215.6A]
g. Any person may be assessed an administrative penalty by the Administrator for violating section 301, 302,
306, 307, 308, 318 or 405 of this Act, or any permit condition or limitation implementing any of such sections
in a permit issued under section 402 of this Act. Administrative penalties for Class I violations are not to
exceed $16,000 per violation, with the maximum amount of any Class I penalty assessed not to exceed
$37,500. Penalties for Class II violations are not to exceed $16,000 per day for each day during which the
violation continues, with the maximum amount of any Class II penalty not to exceed $177,500. [33 USC
1319(g)(2) and 40 CFR 122.41(a)(3)]
2. Duty to Mitigate
The Permittee shall take all reasonable steps to minimize or prevent any discharge or sludge use or disposal in
violation of this permit with a reasonable likelihood of adversely affecting human health or the environment [40
CFR 122.41(d)].
3. Civil and Criminal Liability
Except as provided in permit conditions on 'Bypassing" (Part II.C.4), "Upsets" (Part II.C.5) and "Power Failures"
(Part H.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 Liabilitv
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.
7. Severability
The provisions of this permit are severable. If any provision of this permit, or the application of any provision of
this permit to any circumstances, is held invalid, the application of such provision to other circumstances, and the
remainder of this permit, shall not be affected thereby [NCGS 150B-23].
8. Duty to Provide Information
The Permittee shall furnish to the Permit Issuing Authority, within a reasonable time, any information which the
Permit Issuing Authority may request to determine whether cause exists for modifying, revoking and reissuing, or
terminating this permit or to determine compliance with this permit. The Permittee shall also furnish to the Permit
Issuing Authority upon request, copies of records required by this permit [40 CFR 122.41(h)],
9. Signatory Requirements
All applications, reports, or information submitted to the Permit Issuing Authority shall be signed and certified [40
CFR 122.41(k)].
Page 8 of I6 Pages

General Permit NCG550000
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)
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:
U 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 qualifled 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 ofmy
knowledge and belief, true, accurate, and complete. I am aware that there are significant penalties for
submittingfalse information, including the possibility offines and imprisonment for knowing violations."
10. 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)].
11. 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.
12. 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.
Page 9 of 16 Pages

General Permit NCG550000
Section C. Operation and Maintenance of Pollution Controls
1. Certified Operator
For purposes of this permit, this requirement does not apply until the permittee receives a letter from the Division
notifying them of classification of the facility.
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).
(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 withal] 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.
I 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)]
Page 10 of 16 Pages

FFV
General Permit NCG550000
The Permittee may allow any bypass to occur which does not cause effluent limitations to be exceeded, but
only if it also is for essential maintenance to assure efficient operation. These bypasses are not subject to the
provisions of Paragraphs b. and c. of this section.
b. Notice [40 CFR 122.41(m)(3)]
(1) Anticipated bypass. If the Permittee knows in advance of the need for a bypass, it shall submit prior notice,
if possible at least ten days before the date of the bypass; including an evaluation of the anticipated quality
and effect of the bypass.
(2) Unanticipated bypass. The Permittee shall submit notice of an unanticipated bypass as required in Part
II.E.6. (24-hour notice).
c. Prohibition of Bypass
(1) Bypass from the treatment facility is prohibited and the Permit Issuing Authority may take enforcement
action against a Permittee for bypass, unless:
(A) Bypass was unavoidable to prevent loss of life, personal injury or severe property damage;
(B) There were no feasible alternatives to the bypass, such as the use of auxiliary treatment facilities,
retention of untreated wastes or maintenance during normal periods of equipment downtime. This
condition is not satisfied if adequate backup equipment should have been installed in the exercise of
reasonable engineering judgment to prevent a bypass which occurred during normal periods of
equipment downtime or preventive maintenance; and
(C) The Permittee submitted notices as required under Paragraph b. of this section.
(2) Bypass from the collection system is prohibited and the Permit Issuing Authority may take enforcement
action against a Permittee for a bypass as provided in any current or future system -wide collection system
permit associated with the treatment facility.
(3) The Permit Issuing Authority may approve.an anticipated bypass, after considering its adverse effects, if
the Permit Issuing Authority determines that it will meet the three conditions listed above in Paragraph c.
(1) of this section.
5. Ugsets
a. Effect of an upset [40 CFR 122.41(n)(2)]: An upset constitutes an affirmative defense to an action brought for
noncompliance with such technology based permit effluent limitations if the requirements of paragraph b. of
this condition are met. No determination made during administrative review of claims that noncompliance was
caused by upset, and before an action for noncompliance, is final administrative action subject to judicial
review.
b. Conditions necessary for a demonstration of upset: Any Permittee who wishes to establish the affirmative
defense of upset shall demonstrate, through properly signed, contemporaneous operating logs, or other relevant
evidence that:
(1) An upset occurred and that the Permittee can identify the cause(s) of the upset;
(2) The Permittee facility was at the time being properly operated; and
(3) The Permittee submitted notice of the upset as required in Part II.E.6.(b) of this permit.
(4) The Permittee complied with any remedial measures required under Part II.B.2. of this permit.
c. Burden of proof [40 CFR 122.41(n)(4)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 except as permitted
by the Commission. The Permittee shall comply with all applicable state and Federal regulations governing the
disposal of sewage sludge, including 40 CFR 503, Standards for the Use and Disposal of Sewage Sludge; 40 CFR
Part 258, Criteria For Municipal Solid Waste Landfills; and 15A NCAC Subchapter 2T, Waste Not Discharged To
Surface Waters. The Permittee shall notify the Permit Issuing Authority of any significant change in its sludge use
or disposal practices.
Page 11 of 16 Pages

General Permit NCG550000
7. Power Failures
The Permittee is responsible for maintaining adequate safeguards (as required by 15A NCAC 02H .0124) to
prevent the discharge of untreated or inadequately treated wastes during electrical power failures either by means
of alternate power sources, standby generators or retention of inadequately treated effluent.
Section D. Monitoring and Records
I. 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 122.41(j)].
2. Rel2ortinu
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 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.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 122.41].
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.
Page 12 of 16 Pages

General Permit NCG550000
5. Penalties for Tampering
The CWA provides that any person who falsifies, tampers with, or knowingly renders inaccurate, any monitoring
device or method required to be maintained under this permit shall, upon conviction, be punished by a fine of not
more than $10,000 per violation, or by imprisonment for not more than two years per violation, or by both. If a
conviction of a person is for a violation committed after a first conviction of such person under this paragraph,
punishment is a fine of not more than $20,000 per day of violation, or by imprisonment of not more than 4 years, or
both [40 CFR 122.41].
6. Records Retention
Except for records of monitoring information required by this permit related to the Permittee's sewage sludge use
and disposal activities, which shall be retained for a period of at least five years (or longer as required by 40 CFR
503), the Permittee shall retain records of all monitoring information, including:
➢ all calibration and maintenance records
➢ all original strip chart recordings for continuous monitoring instrumentation
➢ copies of all reports required by this permit
➢ copies of all data used to complete the application for this permit
These records or copies shall be maintained for a period of at least 3 years from the date of the sample,
measurement, report or application. This period may be extended by request of the Director at any time [40 CFR
122.411.
7. Recording Results
For each measurement or sample taken pursuant to the requirements of this permit, the Permittee shall record the
following information [40 CPR 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
Page 13 of 16 Pages

General Permit NCG550000
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.
5. Monitoring Reports
Monitoring results shall be reported at the intervals specified elsewhere in this permit [40 CFR 122.41(1)(4)].
a. Monitoring results must be reported on a Discharge Monitoring Report (DMR) (See Part II.D.2) or forms
provided by the Director for reporting results of monitoring of sludge use or disposal practices.
b. If the Permittee monitors any pollutant more frequently than required by this permit using test procedures
approved under 40 CFR Part 136 and at a sampling location specified in this permit or other appropriate
instrument governing the discharge, the results of such monitoring shall be included in the calculation and
reporting of the data submitted on the DMR.
6. Twenty-four Hour Reporting
a. The Permittee shall report to the Director or the appropriate Regional Office any noncompliance that
potentially threatens public health or the environment. Any information shall be provided orally within 24
hours from the time the Permittee became aware of the circumstances. A written submission shall also be
provided within 5 days of the time the Permittee becomes aware of the circumstances. The written submission
shall contain a description of the noncompliance, and its cause; the period of noncompliance, including exact
dates and times, and if the noncompliance has not been corrected, the anticipated time it is expected to
continue; and steps taken or planned to reduce, eliminate, and prevent reoccurrence of the noncompliance [40
CFR 122.41(1)(6)].
b. The Director may waive the written report on a case=by-case basis for reports under this section if the oral
report has been received within 24 hours.
c. Occurrences outside normal business hours may also be reported to the Division's Emergency Response
personnel at [phone], [phone] or [phone].
7. Other Noncompliance
The Permittee shall report all instances of noncompliance not reported under Part II.E.S 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)].
Page 14 of 16 Pages

General Permit NCG550000
1. 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 1319, 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].
Page 15 of 16 Pages

General Permit NCG550000
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.
Page 16 of 16 Pages

SPECIFICATIONS, CALCULATIONS AND MANUFACTURER'S CUT
SHEETS FOR A
POINT SOURCE DISCHARGE
SEWAGE EFFLUENT DISPOSAL SYSTEM
SERVING
3 BEDROOM RESIDENCE
LOT 2B BUTLER BRIDGE ROAD
HENDERSON COUNTY, NC
August 26, 2010
PREPARED FOR:
Douglas and Sarah Pinner
18 West View Lane
Weaverville, NC 28797
Phone: [phone]
PREPARED BY:
PIEDMONT DESIGN ASSOCIATES, P.A.
Suite 101 Westfield Center
125 East Plaza Drive
Mooresville, NC 28115
Phone: [phone]
Fax: [phone]
NCBELS #: C-1007
'fit : � �' , ., - ..-----.�.-..-.---•• 7
' ,t �� i I •, �`,
MAY - 5 2011
�
;.:
WATGr QUALITY CTION
`:``• ASHrVILL - RE ZONAL O� FICE

Lot 2B BUTLER BRIDGE ROAD
TABLE OF CONTENTS
SECTION I GENERAL
A. DESCRIPTION OF PROJECT
SECTION II REGULATIONS
SECTION III BASIS OF DESIGN
SECTION IV COMPONENTS OF SYSTEM
SECTION V SYSTEM INSTALLATION
SECTION VI OPERATING CHECKS AND ADJUSTMENTS (Start Up)
- CALCULATIONS
- ATTACHMENTS
o #1 Letter of Denial from Henderson County Health Department
o #2 Letter of Unsuitability from Joe Lynn, LSS REHS
o #3 Preliminary soils investigation report from Jan Gay, LSS
o #4 Soil/Site Evaluation for On -Site Wastewater System
o #5 Regional Sewer Connection Evaluation
o #6 7Q10 Flow Estimate from USGS
MANUFACTURER'S CUT SHEETS

.panufactured by Shoaf Precast Tank Company, Inc. Openings or inserts shall be cast in during manufacture. Concrete
shall have a minimum compressive strength of 4,000 PSI @ 28 days. Shop drawings shall be submitted to the Engineer
for approval. If tanks are to be located in traffic area, then tanks shall be constructed to meet H-20 highway loadings.
Precast Tank Installation: Installer shall excavate for and install all precast concrete tanks as per plans. Installer shall
ensure that the tank remains level and true to grade after placement and filling with water. All precast tanks shall be
tested for water tightness by an approved method such as 24-hour water tightness test with maximum allowable leakage
not to exceed a maximum of 1/2-inch rise or fall in 24 hours or vacuum test. Contractor shall use clean, potable water free
of any sediment for testing. Test shall be run with risers/and inlet/outlet pipes in place. Testing shall begin after the
water level in the tank has stabilized. Each tank shall be installed in the location and to the elevations shown on the
plans. A 6" undercut shall be made to allow for washed stone leveling course for the tank to rest on.
Once testing of the tank has been completed, the tanks shall be backfilled in lifts with well compacted, debris free earth to
a level, which directs surface water away from the tanks. Tank access holes in the yard shall be installed and grouted
watertight and the earth raked smooth for grassing. All tank lids shall be lockable or constructed to prevent easy removal.
Tanks shall not be pumped during extremely wet conditions.
5. Septic Tank shall consist of a 1,000-gallon capacity, reinforced, precast concrete tank with full baffle and shall have
easy access to each chamber from ground level for checking and pumping. The first chamber of the septic tank shall
consist 2/3 to 3/4 of the volume of the total tank and the baffle shall contain a horizontal opening across the tank at about
midway its height. The PVC outlet tee shall extend one-fourth depth of liquid level and contain an effluent filter.
Locate the septic tank at such height as to provide approximately 18" of cover soil over top of the tank or as necessary to
receive gravity flow from the collection system. Provide access at each end of the tank. All metal installed in tank shall
be stainless steel.
6. Slotted Effluent Filter: An Orenco 4" Biotube effluent filter shall be installed in the PVC outlet tee of the septic tank.
The filter shall be manufactured by Orenco System Incorporated. Filter shall be OSI model # FTPS0444-36-NC.
7. Recirculation Tank shall be a 1,000-gallon capacity. The tank shall be reinforced, precast concrete tank without baffle.
Provide access for entry into the tank directly over the inlet and outlet using OSI lid, risers, and tank adapters, and
extending 6" above final grade. Provide access for entry into the tank directly over the pump location. In yard areas, the
riser shall extend 6" above final grade. Use an OSI tank access system including lid, risers and tank adapter or approved
alternate. Riser shall be made watertight at the tank. Locate the tank at such height as to provide approximately 18" of
cover soil over top of the tank or as necessary to receive gravity flow from the septic tank. All metal installed in tank
shall be stainless steel.
8. Recirculating Sand Filter: One 8 feet wide x 9 feet long x 38 inches tall sand filter shall be used; The filter shall be as
constructed on the plans and in these specifications. The filter shall consist of (4) one inch PVC laterals spaced at 24
inches on center and orifices spaced at 24 inches on center as well. Each %" lateral shall be, equipped with a turn up at
the end for cleaning out. The manifold feeding the laterals shall be a 1.25 inch diameter PVC pipe. See construction
details on plan sheet U-3. The filter shall be pressure dosed with effluent filtered from the septic tank. Discharge from
the filter shall be collected in slotted PVC pipe at the bottom of the filter with gravity flow to recirculating splitter valve
for either recirculation back to the filter dosing tank or to the UV disinfection and stream discharge. The recirculating
sand filter shall be constructed and operated to meet the following standards:
1. Biochemical Oxygen Demand, 5-day (BOD5) < 10 mg/l
2. Total Suspended Solids (TSS) < 10 mg/1
3. Ammonium -nitrogen (NH4-N) < 10 mg/l
4. Total Nitrogen (TN) (TN is Total Kjeldahl Nitrogen plus Nitrate + Nitrite Nitrogen) <20 mg/l or >60%
removal
5. Fecal coliform bacteria densities < 1,000 colonies/100 mL
Standards are arithmetic means, except fecal coliform is a geometric mean.
Sand filter components are available through AQWA at [phone] or BB Hobbs [phone]. Approved sand
& pea gravel are available through Newport Sand and Gravel in Newport, TN Phone: [phone].
9. UV Disinfection: A UV disinfection unit UV the Disinfector shall be constructed and installed per the detail on plan
sheet U-2 and in the specifications. Contractor shall ensure a 0.20' drop between invert in and out on the trap. Pipe shall
be primed and glued prior to installation. Cleanouts shall extend a minimum of 6 inches above finished grade.
Pinner Wastewater PSD Page 3 July 27, 2010
Mills River, Henderson County, NC August 26, 2010

10. Float Switches: Water level float control switches shall be equal to OSI, mercury or mechanically activatedl!
switches, with cable of adequate length to terminate in the pump control panel. No splicing of wire allowed between
switches and control box. Use mercury switched on control circuits and properly rated mechanical switches on power
circuits. Conduit between the pump tank and he control panel shall be sealed to prevent sewer gas from entering the
control panel. The dosing tanks shall have 4 float switches, a low-level "pump off' switch, a "pump enabling" float
"timer override" and at "high water alarm" float. Floats shall be hung from a stainless steel float bracket attached to the
riser and be within 12 inches of lid of riser. Float bracket shall be attached to riser so that no damage is made to riser and
any bolt penetrations into riser shall be sealed watertight with a silicon caulk or manufacturer approved equal. Float
clamps or brackets shall be supplied by the manufacturer. The lower level control or "pump -off' must be positioned
above the pump, so that the pump remains submerged at all times. The upper level control "pump -enabling" is positioned
to pump a specified volume of effluent or assures that a full dose is available for timer controlled dosing. The "high
water alarm" control float is mounted at same level the "timer override" float control. (Note: Care must be taken to
insure that floats do not become fouled by other components in the tank such as the electric power cord or the lifting
rope.)
11. wing and Valves: All supply and return manifold piping and fittings shall be Schedule 40 PVC conforming to
ASTM D1785 as shown on plans and other pressure sewer pipe shall be Class 200 PVC (ASTM D2241) (SDR 21). All
couplings and fittings shall be of polyvinyl chloride compounds (ASTM D1784, Type I, Grade I).
12. Ball Valves: All thermoplastic ball valves shall be constructed from PVC Type I Cell Classification 12454 or
CPVC Type IV Cell Classification 23447. All o-rings shall be Viton. All valves shall have Safe-T-Shear stem and double
stop polypropylene or CPVC handle. All valve union nuts shall have Buttress threads for structural integrity. All seal
carriers shall be Safe-T-Blocked. All valve components shall be replaceable for valve serviceability using rebuild kits.
All valves shall be warranted against defects in material and workmanship for a period of one year. All valves shall be
listed for potable water use by the National Sanitation Foundation (NSF). All 1/2" through 2" valves shall be pressure
tested at 235 PSI and all 2-1/2" through 6" valves shall be pressure rated at 150 PSI for water at 73 degrees Fahrenheit, as
manufactured by Spears Manufacturing Company or approved equal.
SECTION V - SYSTEM INSTALLATION
All system components shall be staked by a Professional Surveyor licensed in the State of North Carolina prior to
construction.
Construction Sequence
1. Observe all stream, water supply well, building, and other setback restrictions.
2. Clear site of any and all man-made debris, construction materials, etc. Dispose of legally. Cut all trees in the
area of the collection, treatment and discharge piping areas.
3. Prior to actually beginning construction of the system, verify invert elevations of all tanks, carefully locate, lay
out and identify collection lines, treatment and discharge point.
4. Install collection system, septic tank, recirculation tank, sand filter and piping, recirculation tank piping and rip
rap at elevations to allow proper operation. The recirculation tank will contain a pump and a pump enabling
float switch, a pump disabling float switch and a high water alarm float switch. All components shall be
checked and proper flow verified.
5. Perform leak test on tanks as called for herein. Provide riser access as called for at all places.
6. Carefully backfill tanks and trenches to finish grade with clean debris free earth (no stone).
7. Install pumps, filters, fittings and floats.
8. Install control system and wire per NC Building Code and NEC. Contractor shall verify available electrical
power before ordering components. Provide and connect to properly sized and number of breakers in the main
panel board.
9. Seed all disturbed areas according to the seeding specifications.
Final Landscaping: After the system is installed, the following should be checked to ensure that the system will not be
overloaded with excess rainwater and run-off.
(a) The collection and treatment areas are graded to shed rainwater and are free of low areas.
(b) Curtain drains, grassy swales or ditches for diverting ground and surface water are properly installed.
(c) Gutter and downspout drains are directed away from the system.
Any problems should be corrected before approving the system.
Pinner Wastewater PSD Page 4 July 27, 2010
Mills River, Henderson County, NC August 26, 2010

SECTION VI - OPERATING CHECKS AND ADJUSTMENTS (START-UP)
The system shall consist of one a collection system, 1,000-gallon septic tank with slotted filter, recirculating sand filter,
1,000 gallon recirculation tank, UV disinfection unit, rip rap outfall and discharge pipe.
All components of the system shall be checked and taken through a complete test cycle in the presence of the Owner's
Engineer and to his satisfaction. If the test fails, adjustments shall be made and the test repeated until the system is
determined to operate properly.
Septic Tank: Check water level, inlet pipe, outlet pipe and slotted filter. Verify that the filter can be removed for service
and handle is within 12" from top of riser.
Sand Filter: Using manufacturer's & Engineer's instruction, become familiar with filter components and operation. Once
pump has been engaged, removed spray head nozzles and verify spray height s at 3 feet. Owner shall remove all weeds
from sand as necessary. Owner shall periodically open the access over the RSV and verify flow from RSF.
UV Disinfection: Using manufacturer's instruction, become familiar with filter components and operation. Bulb shall be
checked and replaced every six months. Upon alert from degradation meter, replace bulb.
Pinner Wastewater PSD Page 5 July 27, 2010
Mills River, Henderson County, NC August 26, 2010

SEEDING SPECIFICATIONS
SLOPES 3:1 or FLATTER
1. Apply agricultural lime at the rate of 90 LB/1000 SF.
2. Apply 10-10-10 commercial fertilizers at the rate of 20 LB/1000 SF.
3. Seed in accordance with the following schedule and application rate:
DATE
TYPE
PLANTING RATE
Aug 15 - Nov 1
Tall Fescue
200 LB/AC or 7 LB/1000 SF
Nov 1 - Mar 1*
Tall Fescue And
200 LB/AC or 7 LB/1000 SF
Abruzzi Rye
25 LB/AC or 2 LB/1000 SF
Mar 1 - Apr 15
Tall Fescue
200 LB/AC or 7 LB/1000 SF
Apr 15 - Jul 30
Hulled Common Or Bermuda
30 LB/AC or 1 LB/1000 SF
Jul 15 - Aug 15
Tall Fescue And
200 LB/AC or 7 LB/1000 SF
Brown Millet Or
35 LB/AC or 3 LB/1000 SF
Sorghum -Sudan Hybrids
30 LB/AC or 3 LB/1000 SF
4. Mulch with straw applied at the rate of 75-100 LB/1000 SF.
* Heavily mulched during January - March period.
SLOPES GREATER THAN 3:1 TO 2:1
1. Apply agricultural lime at the rate of 90 LB/1000 SF.
2. Apply 10-10-10 commercial fertilizers at the rate of 20 LB/1000 SF.
3. Seed in accordance with the following schedule and application rate.
DATE
TYPE
PLANTING RATE
Mar 1 -Jun 1
Sericea Les ediza (scarified) &
50 LB/AC or 11 LB/1000 SF
Mar -Apr
Add Tall Fescue or
150 LB/AC or 32 LB/1000 SF
Mar - Jun
Add Weeping Lovegrass
5 LB/AC or 1 LB/1000 SF
Jun - Se 1**
Tall Fescue and
60 LB/AC or 12 LB/1000 SF
Brown Top Millet
35 LB/AC or 3 LB/1000 SF
Sorghum Sudan Hybrids
30 LB/AC or 1 LB/1000 SF
Sep - Mar 1
Sericea Lespediza
(unhulled-unscarified)
70 LB/AC or 14 LB/1000 SF
Tall Fescue
150 LB/AC or 32 LB/1000 SF
Millet or Sudan
20 LB/AC or 1 LB/1000 SF
** Temporary - Reseed September 1 at recommended rates.
4. Mulch with 3" straw applied at the rate of 50-90 LB/1000 SF.
Pinner Wastewater PSD Page 6 July 27, 2010
Mills River, Henderson County, NC August 26, 2010

CALCULATIONS FOR A
POINT SOURCE DISCHARGE
SEWAGE EFFLUENT DISPOSAL SYSTEM
SERVING
3 BEDROOM RESIDENCE
LOT 2B BUTLER BRIDGE ROAD
HENDERSON COUNTY, NC
August 26, 2010
PREPARED FOR:
Douglas and Sarah Pinner
18 West View Lane
Weaverville, NC 28797
Phone: [phone]
PREPARED BY:
PIEDMONT DESIGN ASSOCIATES, P.A.
Suite 101 Westfield Center
125 East Plaza Drive
Mooresville, NC 28115
Phone: [phone]
Fax: [phone]
NCBELS #: C-1007

1.
2
3
5.
Sand Filter Design Protocol
Select type of sand filter
OBuried single -pass, pressure dosed
OFree access, single -pass, pressure dosed
CrFree access, recirculating, pressure dosed
Select Maximum filter forward Loading Rate, MLR= .6 (GPD/ft).
-Compute Minimum filter Surface Area; MSA=DDF/NILR
where DDF= (Design Daily Flow Rate, Gallons)
MSA=DDF/NMR=( . & o )/( S )_ I Z (ft )
Select number of filters, NF=
Select Filters Dimensions:FL= .Q, (length); FW= 0 (width)
-Compute filter Surface Area, FSA=FLxFW=(�)x( 'V )_ ,7_, (sq.ft.)
-Compute total filter Area, TFA=NFxFSA=( I )x( :?L )(sq. ft.) (TFA must be>_ MSA)
-Compute filter design Loading Rate = FLR = DDF/TFA=
( 96 a )/( -1 Z, (GPD/ft2)
-Make sure FLR _< MLR (if not, choose bigger filter or more filters)
Layout/Design Filter Distribution Network:
Select Number q and length of laterals (in each filter)
Total Filter Lateral Length, FLL= 32- (ft, in all filters to be separately dosed)
Filter Lateral Size, FLS = D;ZS (inches)
Lateral Orifice Size, LOS = 0,11S (inches)
Lateral Orifice Spacing, OSP = (feet)
-Compute Lateral Volume, FLV= FLL x gals/ft
.?Z- x 0,0Z3 (gallons)
-Compute Number of Orifices, NO = FLL/OSP
_ ( � Z )/( Z )= I G
-Compute Filter dosing rate, Q= NO x D, 30- (GPMLos GDPM
where DPH = design pressure head (>_4ft)= 3 (feet)
Q=NO x 0,3SL = ( Ib ) x ( 0.35'?- ) = 5,O (gpm)
Select Dose Volume/Day, DVD = 3(eo (gallons)
-for single pass, DVD= DDF=
-for Recirc Filter, DVD = S recirc ratio +1) x DDF
0171 r a Wfe0 +j
7.f 'r1
0,
Q o, 3 5 z r40
7. Select Number of Doses/Day, DPD= [� (recommend choosing 4,6,8,12,24, or 48)

-Compute Volume/Dose = VD=DVD/DPD
' 2O (gallons)
( 12)
-Compute Lateral Volume Exchanges/Dose, LVD= VD/FLV
=
If LVD < 6, select fewer doses/day or smaller laterals
-Compute Pump Run Time, PRT = VD/Q
_( 3 D )= S33 (minutes)
( 5,63)
Recommend pump run time 3-10 minutes, though smaller may be
allowable, if other options limiting. Adjust by changing orifice size,
number of laterals, orifice spacing and/or number of doses/day.
Compute Pump Off Time, POT=[ (24/DPD) x 60] -PRT
= 24 x 60 - S 3,3 = I l q'r 6 minutes)
Summary of Filter Design Parameters selected/computed:
-Type of Filter -Design Daily Flow, DDF 3 („D (gallons)
-Number of Filters, NF: (filters to be separately dosed)
-Filter Dimensions, FLxFW= ( x 0 )
-Filter Surface Area, FSA: 1 Z, (sq.ft.); -Total Filter Surface Area, TFA= 72 (sq.ft.)
-Filter Loading Rate,FLR= S (GPD/ft )
-Lateral Network Specifications:
-Numberq and length 8 of laterals
-Total Lateral Length, FLL 32�- (feet per separately dosed filter)
-Lateral Size, FLS: ©,-K (inches)
-Orifice Size, LOS: 0,0-S (inches), and spacing z (feet)
-Total Number of Orifices, NO: I �
-Design Pressure Head, DPH 3 (feet)
-Filter Dose Rate, Q S (3 (GPM)
-Recirc Ratio 4: I (where applicable)
-Number of Doses per day; DPD= ) 2-
-Volume per Dose, VD: 30. (gallons)
-Lateral Volume exchanges per Dose, LVD q \ :orl
-Pump Run Time, PRT: Q3 (minutes)
-Pump Off Time, POT: 1 I q., &7 (minutes)

Glossary of Abbreviations
DDF: Design Daily Flow (gallons)
DPD: Number of Doses Per Day
DPH: Design Pressure Head (feet)
DVD: Dosing Volume Per Day (gallons)
FSA: Actual Filter Surface Area (ft2)
FL: Filter Length
FLL: Total Filter Lateral Length (ft)
FLR: Filter Design Loading Rate (GPD/ft2)
FLS: Filter Lateral Size (inches)
FLV: Lateral Volume (gallons)
FW: Filter Width
LOS: Lateral Orifice Size (inches)
LVD: Lateral Volume Exchanges Per Dose
MLR: Maximum Filter Forward Loading Rate (GPD/ft)
MSA: Minimum Filter Surface Area (ftZ)
NF: Number of separately dosed filters
NO: Number of Orifices
OSP: Lateral Orifice Spacing (feet)
POT: Pump Off Time (minutes)
PRT: Pump Run Time (minutes)
Q: Filter Design Rate (GPM)
TFA: Total Filter Surface Area (if)
VD: Volume Per Dose (gallons)

Project: Doug & Sarah Pinner PSD
Project#: 10-07-08-EC
DESIGN FLOW
360 gpd
SEPTIC TANK: Use 1,000 Gallon Septic Tank
Use Orenco #FTPS O444-36MA-NC Series Biotube Effluent Filter
- See Filter Cut Sheet for Exact Specifications
RECIRICULATION TANK: Use 1,000 Gallon Pump Tank
- Top Seam Tank Only
Original Date: July 27, 2010
Revised Date: August 26, 2010
TANK ANTIFLOATATION
2,000
Gallon Septic Tank
Based on Shoaf
Precast Company STB-760
Outer Length
8.75
FT
Inner Length
8.33
FT
Outer Width
4.25
FT
Inner Width
3.83
FT
Outer Height
6.17
FT
Inner Height
5.00
FT
Wt of Water Displaced
1 14,309.75 ILBS
Outer Length x Outer Width x Outer Length x 62.4 Lb/CF (Wt of Water)
Wt of Tank
3,681.56
LBS
Top & Bottom
Outer Length x Outer Width x 150 Lb/CF x 2 (Top & Bottom) x Slab Thickness
1,328.13
LBS
Ends
Inner Width x Inner Height x 150 Lb/CF x 2 (Ends) x Wall Thickness
2,604.17
LBS
Sides
Outer Height x Outer Length x 150 Lb/CF x 2 (Sides) x Wall Thickness
682.81
LBS
Baffle
Inner Width x (Inner Height-3 Inches) x 150 Lb/CF x x Wall Thickness
8,296.67
LBS
Total Tank Wt.
Sum Above four
Wt of Overburden
6,388.89
LBS
20" Cover
Outer Length x Outer Width x 120 Lb/CF (Saturated Soil Wt) x Soil Thickness
Total
14,685.56
LBS
Sum of Total Tank Wt. & Soil Overburden
WATER1
14,309.75 1 <
1 14,685.56
TANK
Buoyancy Calculations Account for Fluid in Tank, Do Not Pump When
Ground is Saturated or During Extremely Wet Conditions.
2,000 Gallon Pump Tank Based on Stay Right Precast Company PT-155
Outer Length 11.50 FT
Inner Length 10.50 FT
Outer Width 6.00 FT
Inner Width 5.00 FT
Outer Height 7.00 FT
Inner Height 6.00 FT
Wt of Water Displaced 30,139.20 LBS
Outer Length x Outer Width x Outer Length x 62.4 Lb/CF (Wt of Water)
Wt of Tank
10,350.00
LBS
Top & Bottom
Outer Length x Outer Width x 150 Lb/CF x 2 (Top & Bottom) x Slab Thickness
5,400.00
LBS
Ends
Inner Width x Inner Height x 150 Lb/CF x 2 (Ends) x Wall Thickness
9,450.00
LBS
Sides
Outer Height x Outer Length x 150 Lb/CF x 2 (Sides) x Wall Thickness
25,200.00
LBS
Total Tank Wt.
Sum Above three
Wt of Overburden
15,520.00
LBS
8" Cover
Outer Length x Outer Width x 120 LblCF (Saturated Soil Wt) x Soil Thickness
Total
30,720.00
LBS
Sum of Total Tank Wt. & Soil Overburden
WATER1 30,139.20 1 < 1 30,720.00 TANK
*Buoyancy Calculations Account for Fluid in Tank, Do Not Pump When
Ground is Saturated or During Extremely Wet Conditions.
Douglas Sarah Pinner
Wastewater PSD System
Henderson County, North Carolina 1 of 1 8/26/2010

Project: Doug & Sarah Pinner PSD
Project#: 10-07-08-EC
Recirculation Tank Float Settings
Original Date: July 27, 2010
Revised Date: August 26, 2010
Sand Filter Dosing Regime (Normal & Overridel
Recirculation Tank Inside Dimensions
Length 10.50 Ft
Width 5.00 Ft
Height 6.00 Ft
hivert 3.55 Ft from Tank Bottom
Tank Volume = 392.70 Gallons per Foot
Volume to Invert = 1394.09 Gallons
Inlet Holes on Filtered Effluent
40% Tank Volume (See RSV A2plication Sheet)
1.420 1 Feet from Bottom of Tank
Redundant Off Float Elevation
<50% Tank Volume See RSV An2lication Sheet)
1.78 Feet from Bottom of Tank
RSV Setting
60% Tank Volume to Stinger Seat (See RSV Application Sheet)
2.13 1 Feet from Bottom of Tank
High Water Puma Float Setting
3" or more above normal operating level or Stinger seat level
(This depth should allow sufficient surge capacity to accommodate peak inflows
between recirc doses)
RSV Stinger Seat level
Add 3" for Float Setting
2.13 Feet
2.38 1 Feet from Tank Bottom
High Water Alarm Elevation
10% Tank Depth or Below Inlet Invert Elevation (See RSV Application Sheet)
3.20 1 Feet from Bottom of Tank
Enter Yellow Fields Only
Recirculation Ratio
4
360 Total Dosed over Sand Filter
1440
Single Pump Delivery Rate (GPM)
25
Gal/Dose 12 Doses Per Day Required
12.0
Rest Time (Minutes)
114.7
Override Doses Per Calculated
23
Run Time (Minutes)
5.33
Prefer 30 Secs. No more than 1 min
Override Rest (Minutes)
57.3
Override Run (Minutes)
5.33
Prefer 30 Secs. No more than 1 min
Douglas Sarah Pinner
Wastewater PSD System
Henderson County, North Carolina
1 of 1
8/26/2010

Permits & Inspections
Pagel of 3
DeAjI.*L
LETTER OF DENIAL
Henderson County Health Department
100 N. King Street Hendersonville, N.C. 28792
Date 5/21/2010
Re: Application for Improvement Permit for Doug Pinner property site 9632931995 Health
Department Application No. 10070103354
Dear Doug Pinner
The Henderson County Health Department, Environmental Health Division on
Ao° I It. '-,-0 /0 evaluated the above -referenced property at the site
designated on the plat/site plan that accompanied your Improvement Permit application. According to
your application the site is'fo serve'a with 'a "design wastewater flow of 360 gallons per day. The
evaluation was done in accordance with the laws and rules governing wastewater systems in North
Carolina General Statute 130A-333 and related statutes and Title 15A, Subchapter 18A, of the North
Carolina Administrative Code, Rule 1900 and related rules.
Based on the criteria set out in Title 15A, Subchapter 18A, of the North Carolina
Administrative Code, Rules .1940 through .1948, the evaluation indicated that the site is
UNSUITABLE for a ground absorption sewage system. Therefore, your request for an Improvement
Permit is DENIED. A copy of the site evaluation is enclosed. The site is unsuitable based on the
following:
Unsuitable soil topography and/or landscape position (Rule .1940)
Unsuitable soil characteristics (structure or clay mineralogy) (Rule .1941)
Unsuitable soil wetness condition (Rule .1942)
Unsuitable soil depth (Rule .1943)
Presence of restrictive horizon (Rule .1944)
✓ Insuffcient space for septic system and repair area (Rule .1945)
Unsuitable for meeting required setbacks (Rule .1950)
Other (Rule.1946)
These severe soil or site limitation could cause premature system failure, leading to the
discharge of untreated sewage on the ground surface, in surface waters, directly into ground water or
inside your structure.
The site evaluation included consideration of possible site modifications, and modified,
innovative or alternative systems. However, the Health Department has determined that none of the
above options will overcome the severe condition on this site. A possible option might be a system
designed to dispose of sewage to another area of suitable soil or off -site to additional property.
For the reasons set out above, the property is currently classified UNSUITABLE, and an
Improvement Permit shall not be issued for this site in accordance with Rule . 1948 (c).
However, the site classified as UNSUITABLE may be classified as PROVISIONALLY
SUITABLE if documentation is provided that meets the requirements of Rule .1948 (d). A copy of this
http://pni/pni/EGov.controller?actionType--denial&LetterPermitNum=10070103354 5/21/2010

Permits & Inspections
Page 2 of 3
rule is enclosed. You may hire a consultant to assist you if you wish to try to develop a plan under
which your site could be reclassified as PROVISIONALLY SUITABLE.
You have a right to an informal review of this decision. You may request an informal review
by the soil scientist or environmental health supervisor at the local health department. Yo may also
request an informal review by the N. C. Department of Environment and Natural Resources regional
soil specialist. A request for informal review must be made in writing to the local health department.
You also have a right to a formal appeal of this decision. To pursue a formal appeal-, you
must file a petition for a contested case hearing with the Office of Administrative Hearings, 6714 Mail
Center, Raleigh, N.C. 27699-6714. To get a copy of a petition form, you may write the Office of
Administrative Hearings or call the office at [phone] or from the OAH web site at
http://www.Ncoah.com/forms.shtml. The petition for a contested case hearing must be filed in
accordance with the provision of North Carolina General Statues 130A-24 and 150B-23 and all other
applicable provisions of Chapter 15013. N.C. General State 130A-335 (g) provides that your hearing
would be held in the county where your property is located.
_........._.....,_._....... ._.w._..._._........... Please ...note:..if....you.-wish..to.-pursue.,a..formal...appeal,.,you..must-fife...the- .petition -form... with. .the..-.•.- ...:............-..-...-..,.,...• .,
Office of Administrative Hearings WITHIN 30 DAYS OF THE DATE OF THIS LETTER. The date of
this letter is 5121./2010. Meeting the 30 day deadline is critical to your right to a formal appeal
Beginning a formal appeal within 30 days will not interfere with any informal review that you might
request. Do not wait for the outcome of any informal review if you wish to file a formal appeal.
" If you file a petition for a contested case hearing with the Office of Administrative Hearings,
you are required by law (N-.C. General Statute 15013-23) to send a -copy of your petition to the North
Carolina Department of Environment and Natural Resources. Send the copy to: Office of General
Counsel, N.C. Department of Environment and Natural Resources, 1601 Mail Service Center, Raleigh,
N.C. 27699-1601. Do NOT send the copy of the petition to your local health department. Sending a
copy of your petition to the local health department will NOT satisfy the legal requirement in N. C.
General Statute 15OB-23 that you send a copy to the Office of General Counsel, NCDENR.
You may call or write the Henderson County Health Department if you need any additional
information or assistance.
Sincerely, ? ,
Environmental Health
Specialist.
Encl: Site Evaluation Rule .1948
Form Revised 12/15/1999
http://pni/pni/FGov.contToller?actionrype=denial&Lettei,PermitNum=10070103354 5/21/2010

3; Aerobic Treatment system -NO
The site is Unsuitable under Rule .1969 Experimental and Innovative Systems, Components, or Devices:
1. Chamber system -NO
2. Polyrestyne system -NO
3. Subsurface Drip system -NO
4. Pretreatment system -NO
5.
RECOMMENDATIONS
The owner has the following options that might allow the property to be used as desired:
1. The applicant may purchase Provisionally Suitable property to place the wastewater system on.
2. The applicant may obtain an easement on a Provisionally Suitable property to place the wastewater system
on.
3. A wastewater system can be pursued under Rule .1948 (d). Written documentation must be submitted to
your office showing that the proposed wastewater system can be expected to function properly. The data
must contain the following:
A. The effluent must be non-pathogenic, non-infectious, non -toxic, and non -hazardous.
B. The effluent must not contaminate the ground water and surface water.
C. The effluent must not be exposed to the ground surface or discharged to surface waters where it could
come into contact with people, animals, or vectors.
4. The Division of Wafter Quality in Asheville, NC at [phone] may be contacted about securing a
stream discharge permit. The applicant is strongly advised to contact someone with knowledge of discharge
systems to evaluate the site before contacting this office. The site is UNSUITABLE for a surface discharge
system in my opinion.
5. The applicant or the owner may have the site evaluated by a Licensed Soil Scientist.
xxxx Mail Service Center, Raleigh, North Carolina 27699-xxxx
Phone (919) xxx-xxxx / Fax (919) xxx-xxxx
An Equal Opportunity! Affirmative Action Employer
One
NorthCarolina
Natu,rally,

(.AN GAY, LSS #1158
PO Box 71
Candler, NC 2871 y
Phone [phone]
jpay2I (q )'ahOOXOm
28 May 2010
Mr. Doug Pinner
Submitted via email to [e-mail]
Re: Pit Evaluation, butler Bridge Road
Henderson County County, North Carolina
Mr. Pinner:
I appreciate the opportunity to offer you my services. At your request, I have conducted a
preliminary soils investigation within a single property located on Butler Bridge Road,
Henderson County, North Carolina. Soil characteristics were evaluated using pit evaluations on
26 May 2010. This letter serves as the deliverable for this project.
The lot was evaluated for five criteria to determine suitability to support an on -site wastewater
disposal system:
• Topography and landscape position
• Soil characteristics
• Soil wetness
• Soil depth, and
• Restrictive horizons
Available space was estimated as part of this evaluation, but detailed measurements (line
layouts) were not made. It is my understanding the site was previously reviewed by Henderson
County Personnel on 18 May 2010. The soil boring information found in the field was not
verified as part of this investigation, but was used to help determine pit locations.
A stream channel and shallow soils within this lot limit the space available for a subsurface
disposal system.
The unusable portions of this area are either too close to the stream channel and roads, located in
a depression area, or are too shallow for use.
Soils in the usable portion of this area are generally shallow (18-24 inches below ground surface
to saprolite) with slopes ranging from 5-10%. A review of saprolite conditions within the pits
indicates low chroma colors are present, but appear to be paralithic in nature, rather than wetness
induced. There is evidence of preferential flow within the saprolite layers. Given the limited
space available, as well as the varying usable soil depths, this area is likely best suited for an
ultra -shallow innovative system, such as a sub -surface drip system. Based on site measurements,

approximately 5,500 square feet of usable area is present within this area. I have attached the pit
descriptions and preliminary site drawing.
The findings denoted represent the field conditions observed during the field review. Any
disturbance to these areas subsequent to the review period may render these findings null and
void.
Please note, the local Department of Environmental Health has final authority to determine
suitability and system type for any given lot. These findings are not a guarantee that permits will
be issued for this area,,;-Miional work may be necessary before any permits can be applied for
or issued.
Sincerely,
Tan Gay
NC Licensed Soil'Scients=#.:115-%

DENR/DEH
jUN-SITE 3NASTEWATER SECTION
Sheer — Of
ID 9:
COUNTY:
OWNER:
ADDRESS:
PROPOSED FACILITY: _
LOCATION OF SITE:
SOIL/SITE EVALUATION
for ON -SITE WASTEWATER SYSTEM
PROPOSED DESIGN FLOW (.1949):
_ APPLICATION DATE
DATE EVALUATED: _2�6 Mom=//
PROPERTY SIZE:
PROPERTY RECORDED:
WATER SUPPLY: "Private • *Public ' I • 'Spring • -Other
EVALUATION METHOD: • •Au er Boring �Cut TYPE OF WASTEWATER: • •Sewno:> 'Industrial Process " °Mixed
P
o
p
I
L
E
0
.1940
LANDSCAPE
POSITION/
SLOPE %
HORIZON
DEPTH
(IN.)
SOIL MORPHOLOGY
(.1941)
OTHER
PROFILE FACTORS
PROFILE
CLASS
Sc LTAR
.1441
STRUCTURE/
'I'EXTURE
.I941
CONSISTENCE!
MINER-NLOGY
1942
SOIL
WETNESS/
COLOR
.1943
SOIL
DEPTH
,1936
SAPRO
CLr1SS
.1944
RESTR
HOR1Z
An
SC L P15
P: 9-
- z
5c:L �1&
F, s-
55
0 Yp z/6
s�
3
4o
S% Y1
�4•I�.i,t�r
1 `6 ! 1
Alt A,,
T
DESCRIPTION
INITIAL SYSTEM
REPAIR SYSTEM
OTHER FACTORS (.1946):
SITE CLASSIFICATION (.1945):
Available Space (.1945)
I
EVALUATED BY:
System Type(s)
OTHER(S) PRESENT:
Site LTAR
COMMEN
31::n j U C.--

t
LEGEND
use the, following standard abbreviations
SOIL CONVENTIONAL
UP ? UNER %LOGY/
LANDSCAPE POSITION
GROUP TEXTURE .1955 LTAR•
.1957 LTAR• CONSISTENCE
STRUCTURE
CC (Concave Slope)
I S ( Sand) 11- 0.8
0.6 - 0.4 NEXP (Non -expansive)
G (Single Grain)
CV (Convex Slope)
LS I'Loamy Sand)
SEXP (Slightly Fxpansive)
M (Massivzl
D (Drainage Way)
EXP (Expansive)
CR (Crumb)
DS (Debris Slump)
U SL (Sand), Loran) 0.8 -0.6
0A - 0.3
GR (Granular)
FP (Flood Plain)
L (Loam)
SBK (Subangtdar Blocky)
FS (Font Slope)
ARK (AngularBluky)
H (Head Slope)
III Si (sill) 0.6 - 0-3
0.3 - 0.15
PL (Platy)
L (Linear Slnpc)
SiCL (Silty Clay Loan))
PR IPrismaticI
N (Nose Slope)
CL (Clay Lo tin)
R (Ridge)
SC1. (Sandy Clay Loam)
MOIST
WET
S (Shoulder Slope)
SiL (Silt Loam)
T (Terrace)
VFR (very Friable)
h5 (V nt•stichyl
IV SC (Sandy Clay) L'A - 0.1
0.2 - 0.05 FR (Friable)
SS tslightfy Stick} )
Sic ISiily Clay)
PI (Fimt)
S (Sticky)
C (Clay)
VFI i•Ver Firnt v. Vcq Sticky)
VS (Very Sticky)
O (Organic) None
None Ul (Evnvrndy Ftrm)
NP ()ton -plastic)
SP (Slightly Pla9hc)
It"Adjust LTAR due to depth, consistence, structure, soil wetness, landscape, position,
x astew-arer flow and quality.
P (Pursue)
JV()TES
VP (Very Fknfic)
Ho U7.ON DEPTH
In inches below natural soil surface
DUTHOF F-111.
In inches from land surface
RF-STRICTIYE HUIUZU.N
ThicUess and depth from land surface
S IROLITE
Slsuitable) orU(unsuitrible)
SOIL IYE7NENS
Inches liotn land surface to fr= w3ler or inches from land stuiixe to soil colors with churn 2 or less - record Munscil color
chip designation
(AASSIF7CA170M
S (Suitable), PS (Provisionally Suitable), or 17 (Unsuitable)
Evaluation of saprolite shall be
by pits.
Long-term Acceptance Rate ( LTAR):
gal/day/It:
D£NR feral R)
Review (kT )
-) i r _ f f
1 ti 1J5
E r •! r va r,J f

2�4ENT OF ENVIRONMENT AND NATURAL RESOURCES
OF ENVIRONMENTAL HEALTH
A!IWASTEWATER SECTION
buft1/Sfff EVALUATION
for ON -SITE WASTEWATER SYSTEM
OWNER: � - e Y-
Sheet _ of
PROPERTY ID #:
COUNTY:
ADDRESS: _ APPLICATION DATE 1 I1
PROPOSED FACII,ITY: u a s c7-6-0
DATE EVALUATED:
PROPOSED DESIGN FLOW (1949): PROPERTY SIZE: _ 1
LOCATIONOF SITE: l`� ri„- � 4,� �-� v , �� I'ROPERTYRECORDED;
WATER SUPPLY: `
Private 0 Public [IWell ❑ Spring ❑ Other .
EVALUATION METHOD: ,f Auger Boring ❑Pit ❑Cut TYPE OF WASTEWATER: ,®' Sewage 0 Industrial Process0 Mixed
P
R
o SOIL MORPHOLOGY OTHER
F (1941) .1940 PROFILE FACTORS
I
L LANDSCAPE HORIZON
E POSTITONI DEPTH
# SLOPE % (IN.) .1942 PROFILE
-- .1941 .1941 _ SOlI. .194 CLASS
-- S1'RU(.`p[JRFJ CONSISTENCE/ WETNESS/ --SOIL SAPgO & LTAR
T TURE MINERALOGY COLOR DFPTH CLASS IiORIZ
rr
i0 �l� fop~-� �� it � •.
,
yr 7 S�•C. L f Ta
•'1..t 7
DESCR1MON
RMAL SYSTEM
WMR SYSTEM
OTIM FACTORS (.1946):
SITE CLASSIFICATION (.1948):
9 r
EVALUATED BY: I
OTHERS) /PRESENT:
Available S 1945
P� (• )
(�
System Type(s)
-�--
.�
Site LTAR
:OMMENTS:
A-TrAcg*4'

SOIL ME EVALUATION
(Conffinnion Sheet)
DEPARTMENT OF ENVIRONMENT
AND NATURAL RESOURCES
DIVISION OF ENVIRONMENTAL HEALTH
p
Sheet 6
PROPERTY11) ff-,
DATE OF EVALUATION:
COUNTY.
R SOIL MORPHOLOGY OTHER
ci
F (1941) PROFILE FACTORS
I
L
E LANDSCAPE ]KORIZ
Vos co .1941
# SLOPE % -DEVM
T-EXT-tlltE
if 7 L
N'-x
CoAavffms:
I
.19.41
CONSLSMCEI
iM"AALOGY
goli
Wagy,
COLOR
.190
SOIL
DEPTH
.1%6
SAPRO
CLASS
jg"
RESTR
Hog&
PRpm.
CLAM
& LTAI
A o C) -711

i 'LDA I 4F Ali,
157 P ". 42
WITH PLA T SLIDE 465
VM CIAP
LINE
Z
l7il --'Wfl '
A'k
Nll
74
0.6,92 ACRIS
Lak
8 "ll CRAF'k5l'
.)TAIT
V6"K
-R 7 �59
89'03'30"W 443,51-1
LEACH STATOIN'
D,B- 553 PG, 137
JOHN SISHOP
D-�B- 1297 P-G. 0,71
SUDE 4-65 1
-7g

cup!
� Y
a
`60-
pp
�
£y
cZI—
• '
•
HILDA LANCE
g�1S :War, ;
r
PLAT SLIDE— s 7
WMII�CAS
�
1
-Iv
i
X
G JOHN BISHOP*
�*. { D.R. 12-9.7 PG; 0.71
PLAT SLIDE' �4651
.
f�
.4 v
r:Tj 5 0.592 ACRE
yea ,
i• TOTAL
` * h
p
401
0,866 ACRE
jar /.+j`,1+133,-� 17.59n
-{� ('} Zn �j�g',{ y r� \,
:7 8 '03�JUt�I'I �'743-52'
�= PAVED CAL
LEACH STATO11
D.Q. 553 PG. 137 i — —

North Ccualina
&nil
Division of Environmental Health
+'•,;t! Terry L. Pierce, Director
On -site Water Protection Section
DivlSioll of
rnviromnentallicalth Ted Lyon, Chief
June 22, 2010
Victoria Goings
Henderson County Health Department
Spartanburg Highway
Hendersonville, NC 28739
Ms. Goings
Stale of North Carolina
Beverly Eaves Perdue, Governor
Department of Environment and
Natural Resources
Dee Freeman, Secretary
The Doug Pinner, owner and applicant, site is UNSUITABLE for a ground absorption wastewater treatment and
disposal system under current laws and rules 15NCAC 18A .1900. No wastewater (septic tank) system can be
permitted on this site,
This report lists the findings, conclusions and recommendations for the property. If you have any questions or
if I can be of assistance, contact me at [phone], E-mail at ioe.l nn ncdenr.gov, or 6768 George
Hildebran School Road, Hickory, NC 28602.
Sincerely,
Joe Lynn LSS, REHS
Regional Soil Scientist
1642 Mail Service Center I Raleigh, North Carolina 27699-1642 One
Phone [phone] / Fax [phone] NorthCaro/lina
http://www.deh.enr.state.nc.uslosww_new/newt//index.htm AQatur'a<`y
An Equal Opportunity /Affirmative Action Employer

INTRODUCTION
COUNTY: Henderson
OWNER/APPLICANT: Doug Pinner
LOCATION: Butler Bridge Road
TYPE OF FACILITY: residence
DESIGN UNIT: 360 gpd
WATER SUPPLY: on -site well
EVALUATED BY: Joe Lynn assisted by staff, using pits
DATE OF EVALUATION: 6-9-2010
OTHERS PRESENT: Mr. Pinner, Vicky, and Jeffrey
SITE INFORMATION
AREA/USE: 1.7acres / old field
TOPOGRAPHY: 8 to 15 percent slope
LANDSCAPE POSITION: ridge, linear slopes & foot slopes
SITE LIMITATIONS: Stream, drive
SOIL INFORMATION
TEXTURE: surface: loam, silty clay loam
subsurface: clay loam
STRUCTURE: blocky
CLAY MINERALOGY: slightly expansive clay
DEPTH to rock or parent material inches; saprolite 12 to 22 inches
WETNESS: chromas of two or less at 15 to 22 inches
RESTRICTIVE HORIZONS: 2 to 3 inches thick in one pit
AVAILABLE SPACE: none
CONCLUSIONS
This site is unsuitable for the installation of a conventional wastewater system (septic tank) Rule .1955 due to:
1. Soil Wetness
Colors of chroma 2 or less
2. RuIe .1943 Insufficient Soil Depth
Soil Depths less than 36 inches
3. Rule .1945 Insufficient Available Space
Not enough area for the initial wastewater system and a repair.
The site is Unsuitable under Rule .1956 Modifications to Septic Systems:
1. Shallow conventional system -NO.
2. Large Diameter Pipe system -NO
3. Prefabricated Porous Block Panel system -NO
4. Drainage will not be sufficient to reclassify the site to Provisionally Suitable.
5. The saprolite is Unsuitable.
The site is Unsuitable under Rule .1957 Alternative Sewage Systems:
1. Low Pressure Pipe system -NO
2. Fill system -NO (not enough space)
xxxx Mail Service Center, Raleigh, North Carolina 27699-xxxx One
Phone (919) xxx-xxxx / Fax (919) xxx-xxxx NOrthCarolila
An Equal opportunity 1 Affirmative Action Employer NatYi-` I lly
'w r

1 G�'1111LS M 111SPVUL1U115
rage _� oz j
ENR - ENVIRONMENTAL HEALTH T15A: 18A .1900
History Note: Authority G.s. 130A-335(e);
Eff. July 1, 1982;
Amended Eff. January 1, 1990.
.1948 SITE CLASSIFICATION
(a) Sites classified as SUITABLE may be utilized for a ground absorption sewage treatment and
disposal system consistent with these Rules. A suitable classification generally indicates soil and
site conditions favorable for the operation of a ground absorption sewage treatment and disposal
system or have slight limitations that are readily overcome by proper design and installation.
(b) Sites classified as PROVISIONALLY SUITABLE may be utilized for a ground absorption
sewage treatment and disposal system consistent with these Rules but have moderate limitations.
._...._.__.-"._.—Sites-classified-Provisionally-Suits# fie-regaire-some-modifications"and careful-plannilfqtlesigri, aizd` _...r,..._.. ,..w _.....,
installation in order for a ground absorption sewage treatment and disposal system to function
satisfactorily.
(c) Sites classified UNSUITABLE have severe limitations for the installation and use of a properly
functioning ground absorption sewage treatment and disposal system. An Improvement Permit
shall not be issued for a site which is classified as UNSUITABLE. However, where a site is
UNSUITABLE, it may be reclassified PROVISIONALLY SUITABLE if a special investigation
indicates that a modified or alternative system can be installed in accordance with Rules .1956
or .1957 of this Section.
(d) A site classified as UNSUITABLE may be used for a ground absorption sewage treatment and
disposal system specifically identified in Rules .1955, .1956, or .1957 of this Section of a system
approved under Rule .1969 if written documentation, including engineering, hydrogeologic,
geologic or soil studies, indicates to the local health department that the proposed system can be
expected to function satisfactorily. Such sites shall be reclassified as PROVISIONALLY SUITABLE
if the local health department determines that the substantiating data indicate that:
(1) a ground absorption system can be installed so that the effluent will be non-pathogenic,
non-infectious, nontoxic, and non -hazardous; .
(2) the effluent will not contaminate groundwater or surface water; and
(3) the effluent will not be exposed on the ground surface or be discharged to surface waters
where it could come in contact with people, animals, or vectors.
The State shall review the substantiating data if requested by the local health department.
History Note: Authority G.S. 130A-335(e);
Eff. July 1, 1982;
Amended Eff. April 1, 1993; January 1, 1990.
littp:Hpni/pni/EGov.eonti•oller?actionType=denial&LetterPerinitNum=l0070103354 5/21/2010

PIEDMONT DESIGN ASSOCIATES, P.A.
125 East Plaza Drive, Suite 101
Mooresville, NC 28115
Telephone [phone] Fax [phone]
Email: dmunday(a-).pdapa.com
July 28, 2010
NPDES Permitting Program
Division of Water Quality
1617 Mail Service Center
Raleigh, NC 27699-1617
Re: Regional Sewer Connection to Serve Proposed Residences
3033 Butler Bridge Road
Mills River, Henderson County, NC
To Whom It May Concern:
Engineering
Surveying
Planning
In order to fulfill the request for a general permit and an ATC from NPDES, an evaluation of the possibility
of connecting to a regional sewer system is required.
The proposed SFR lots are located several miles outside of the Town of Mills River on Butler Bridge
Road in Henderson County, NC. The closest regional sewer available for connection is located greater
than two miles from the proposed site. In order for the current property owners to be able to tie onto this
sewer, right of way acquisition from NCDOT and/or easements from numerous properly owners would be
required.
A sewer line from these residences alone to a regional sewer connection would require crossing Highway
280, a four lane divided highway. We suspect that the line would be required by the local sewer authority
to serve additional residences and businesses that would lie along this line, therefore, requiring an upsize
in the sewer line size before connection.
Preliminary cost estimates of planning, surveying, design and construction are in excess of $150,000 for
the sewer line alone. Cost evaluation for the pump station, pumps, controls were not taken into account
for the preliminary estimate.
The current property owners, Mr. and Mrs. Douglas Pinner have approached all surrounding property
owners about using a portion of their property for an onsite septic system disposal easement, all of whom
have denied their request.
At this time, an attempt to connect to a regional sewer or other means of sewage disposal is economically
unfeasible. We have urged our client that if or when regional sewer becomes available, they shall
abandon the current means of sewage disposal and utilize an alternative method.
Yours truly,
Piedmont Design Associates, P.A.
A� e..p 7�
Donald L. Munday, PE
N. C. Registration No. 17327
LSS;0:-N9
0115,
so •�Q.�

7Q1o
David DeCaron
From: John C Weaver [e-mail]]
Sent: Wednesday, July 21, 2010 1:59 PM
To: David DeCaron
Cc: Curtis Weaver; James C Finnerty; Rose D Pinnix; Jeanne C Robbins
Subject: Low -flow characteristics for unnamed tributary to McDowell Creek near Mills River in
Henderson County... Re: 7Q10 needed in Henderson County
Attachments: Bill for Collection DeCaron 07212010120214.pdf
ro*10�0
'd US. ; GS
science for a changing world
U.S. Geological Survey North Carolina Water Science Center
3916 Sunset Ridge Road
Raleigh, North Carolina 27607
Date: July 19, 2010
To: Mr. David DeCaron
Piedmont Design Associates, PA
125 East Plaza Drive, Suite 101
Mooresville, NC 28115
Dear Mr. DeCaron,
In response to your inquiry about the low -flow characteristics (7Q10, 30Q2) for an unnamed tributary to McDowell Creek
above Secondary Road 1351 near Mills River in northern Henderson County (station id 03447680, drainage area 0.10
sqmi), the following information is provided:
A check of the low -flow files here at the USGS North Carolina Water Science Center does not indicate a previous
determination of low -flow characteristics for your point of interest at the location provided via your email dated July 07,
2010. Low -flow characteristics were previously determined for several nearby locations in the McDowell Creek basin in
1986. No USGS records of discharge are known to exist for your point of interest or other locations in the McDowell
Creek basin.
Where no or insufficient data is available for a low -flow analysis, a determination of low -flow characteristics is based on
assessment of low -flow yields (expressed as flow per square mile drainage area, or cfsm) at nearby locations where such
statistics have previously been determined. The low -flow characteristics that are provided have been computed by
correlating the runoff characteristics of a nearby stream in vicinity of the request site.
Please note the flow estimates do not account for the presence of any diversions or regulation, present or future, which
may occur upstream of the request site.
Previously published low -flow information for streams in your area of interest...
For streams in Henderson County, the most recently published low -flow information is a statewide report completed in the
early 1990's. It is USGS Water -Supply Paper 2403, 'Low -flow characteristics of streams in North Carolina" (Giese and
Mason, 1993). An online version of the report is available through http://pubs.er.usgs.gov/usgspubs/wsp/wsp2403. The
report provides the low -flow characteristics (based on data through 1988) via regional relations and at -site values for sites
with drainage basins between 1 and 400 sgmi and not considered or known to be affected by regulation and/or diversion:
Adffo►aT# 6

If you access the report, please note the online report files are provided in the ".DJVU" format and require a particular ,
Lizardtech plug-in, also available through a link displayed on the page. Or you can click an adjacent link that will allow
you to view the report as a group of images without the need for a plug-in.
Several pieces of information to consider...
(1) A drainage area of 0.10 sgmi was determined for your point of interest on the unnamed tributary to McDowell Creek
above Secondary Road 1351 near Mills River.
(2) In Table 1 of the above referenced report, there are several nearby partial -record sites and continuous -record gaging
stations in vicinity of your point of interest for which low -flow discharge estimates are provided. Expressing these
estimates as low -flow yields (again, flow per square mile of drainage area, or cfsm) provides some indication of the yield
ranges that could potentially be applicable to your point of interest. The 7Q10 low -flow yield range is from about 0.17 to
0.49 cfsm (with an average of about 0.38 cfsm). The 30Q2 low -flow yield range is from about 0.39 to about 0.95 cfsm
(with an average of about 0.75 cfsm).
(3) The regional low -flow relations presented in the above referenced report for this hydrologic area (HA10) do not apply
to drainage areas less than 0.5 sgmi. Use of the relations for this small drainage represents an extrapolation beyond the
range in drainage area for which the statistical analyses were completed.
(4) Mean annual runoff for streams in this area is mapped in the above referenced report as being 1.5 to 2.0 cfsm.
(5) Considering the above information, please be aware of the following: The data provided in the above referenced
report are based on periods of record ending in advance of the drought conditions that have occurred since publication of
the report. In some North Carolina basins, the low -flow conditions observed during the recent droughts (1998-2002,
2007-09) have resulted in lower low -flow statistics. No formal statewide investigation has been completed to document
the changes in low -flow statistics since the droughts. However, where updated analyses have been completed for
selected stations, the changes in pre -drought versus updated 7Q10 discharges have shown varying percentage changes
of decline.
For instance, at the nearby long-term gaging station on Mills River near Mills River (station id 03446000, drainage area
66.7 sgmi, continuous records October 1933), the 7Q10 declined about 7 percent between the 1998 and 2009 climatic
years. Based on analysis of available period of record through the 2009 climatic year, the 7Q10 and 30Q2 low -flow
estimates have yield values of about 0.43 cfsm and 0.91 cfsm, respectively.
Note: The climatic year is the standard annual period used for low -flow analyses at continuous -record gaging stations. It
runs from April 1 through March 31 and is designated by the year in which the period begins. For example, the 2009
climatic year is from April 1, 2009, through March 31, 2010.
Putting together the above pieces of information...
Applying the above low -flow yields (in item #2) to a drainage area of 4.34 sgmi results in 7Q10 flow estimates ranging
from 0.02 to 0.05 cfs (average about 0.04 cfs). Similarly, 30Q2 flow estimates range from about 0.04 to 0.10 cfs (average
about 0.08 cfs). Applying the yield for mean annual runoff (item #4) to the drainage area results in an estimated average
discharge at about 0.2 cfs.
A charge of $250.00 for accessing and processing information has been assessed to partially offset these costs. An
electronic invoice covering processing costs for these data is attached to this email as a .PDF file. Instructions for
sending your payment are shown on the invoice.
This information is considered preliminary and subject to revision pending further analysis as further data were to become
available, and is made available through our cooperative program of water -resources investigations with the North
Carolina Department of Environment and Natural Resources.
Hope this information is helpful. If you have any questions regarding this information, please contact me at the phone
number listed below.
Thank you.
Curtis Weaver

J. Curtis Weaver, Hydrologist, PE
USGS North Carolina Water Science Center
3916 Sunset Ridge Road
Raleigh, NC 27607
Phone: [phone] // Fax: [phone]
Mobile: [phone]
E-mail address [e-mail]
Internet address --.http://nc.wateLusqs.gov/
From: "David DeCaron" <[e-mail]>
To: <[e-mail]>
Date: 06/24/2010 11:43 AM
Subject: 7Q10 needed in Henderson County
Mr. Weaver,
I left you a voice message on June 24t" at 11:30 regarding a 7Q10 for a PSD wastewater system. Site is in Mills River in
Henderson County. Coordinates are as follows:
Northing: 623914.74
Easting: 939139.92
If you need any additional information or if there is a form I need to fill out, please contact me at the number below or I can
be reached on my mobile at 704-506-0700. Thanks for your prompt response.
David DeCaron
Piedmont Design Associates, PA
125 East Plaza Drive, Suite 101
Mooresville, NC 28115
Phone: [phone] x 210
Fax: [phone]
www.pdapa.com

David DeCaron
From: doug pinner [dougpinnerl @yahoo.com]
Sent: Monday, August 02, 2010 10:32 AM
To: [e-mail]
Subject: Re: FW: Low -flow characteristics for unnamed tributary to McDowell Creek near Mills River in
Henderson County... Re: 7Q10 needed in Henderson County
David,
This email is to state that I allow Donald Munday, PE to be the signing official of this project.
Thank you,
Doug Pinner
--- On Tue, 7/27/10, David DeCaron <ddecaron@pdapmcom> wrote:
From: David DeCaron <[e-mail]>
Subject: Re: FW: Low -flow characteristics for unnamed tributary to McDowell Creek near Mills River
in Henderson County ... Re: 7Q 10 needed in Henderson County
To: "doug pinner" <dougpinner I @yahoo. com>
Date: Tuesday, July 27, 2010, 5:37 PM
Doug,
Please send us an email stating that you will allow Donald Munday, PE to be the signing official for
this project. I will need to attach that email to the submittal package. Thanks.
Piedmont Design Associates, PA
David DeCaron
125 E. Plaza Drive, Suite 101
Mooresville, NC 28115
ddecaron@pda a.com
-----Original Message -----
From: doug pinner <[e-mail]>
Date: Tue, 27 Jul 2010 14:18:04
To: David DeCaron<ddecaron@pda ap com>
Subject: RE: FW: Low -flow characteristics for unnamed tributary to McDowell Creek near Mills River
in Henderson County ... Re: 7Q 10 needed in Henderson County
Thank You.
Will have Sarah send it out in the morning.
Doug
--- On Mon, 7/26/10, David DeCaron <ddecaron@pda a.com> wrote:
From: David DeCaron <ddecaron@pda a.com>
A-1� ar.'/I nnOitll -.0 7

Subject: RE: FW: Low -flow characteristics for unnamed tributary to McDowell Creek near Mills River'
in Henderson County ... Re: 7Q 10 needed in Henderson County
To: "'doug pinner"' <dougpinnerlgyahoo.com>
Date: Monday, July 26, 2010, 8:09 AM
Doug,
I will also need a check for $60 made payable to NCDENR. This will be your permitting fee to
accompany the package. Once we receive the check from you, plans should be ready to go out the
door. Please mail to the address below. We will have package submitted by end of this week. If you
have any questions or concerns, please let us know.
David DeCaron
Piedmont Design Associates, PA
125 East Plaza Drive, Suite 101
Mooresville, NC 28115
Phone: [phone] x 210
Fax: [phone]
www.pdapa.com
From: doug pinner [mailto:dougpinnerl9yahoo.com]
Sent: Thursday, July 22, 2010 1:59 PM
To: David DeCaron
Subject: Re: FW: Low -flow characteristics for unnamed tributary to McDowell Creek near Mills River
in Henderson County ... Re: 7Q10 needed in Henderson County
Hey,
I am ging to fax you back the signed agreement. I will send you a check since I don't know how to do
Pay Pal and the wife is in Charleston.
Thanks

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ce
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29.25 in. (743 mm)
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34.25 in. (870 mm)
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2.50 in. (64 mm)
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20 = 2" (51 mm)
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S = 1" (25 mm) grommet installed'
L =1-Y4" (32 mm) grommet installed2
S1 = SB1 attached
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S3 = SB3 attached
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L5 = SB5 attached
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18 = 18" (457 mm)5
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R = Ultra-Rlb:12", 21", 24" (305, 533, or 610 mm)
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2 For Orenco SB5, SB6 splice boxes
' Minimum riser height 18" (457 mm)
4 Used in Class I Division I environments
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18 =18" (450 mm)'
21 = 21 " (525 mm)2
24 = 24" (600 mm)2
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' 13' (3.96 m) length
214' (4.27 m) length
Materials of Construction
Specifications
Ultra -Rib' PVC Pipe:
PVC
Model
RR12XX
RU18XX
RR21XX
R924XX
I.D., in. (mm)
11.74 (298)
17.65 (448)
20.50 (521)
23.50(597)
Wall Thickness - excluding ribs, in. (mm)
0.10(3)
0.19(5)
0.25(6)
0.25(6)
O.D. - including ribs, in. (mm)
13.13 (334)
19.44 (494)
22.63 (575)
25.63 (651)
Weight, Ibs per ft (kg per m)
5(7.4)
11 (16.4)
15 (22.3)
19(28.3)
© 2009 Orenco Systems® Inc.
NTO-RLA-RR-2
Rev. 2.0, ©10/09
Pagel of 1

Fiberglass Access Lids
Applications
Orenco Fiberglass Access Lids are used as riser covers,
pump basin covers, and access port covers. Lids fit Perma-
Loc, Ultra -Rib, KOR FLO, and Ultra -Corr pipe.
Actual View
Cutaway View
Wood Core
Gasket
Gasket Groove
cifications
General
Orenco
Incorporated
1-800.348-9843
Orenco Fiberglass Access Lids are molded using fiberglass
reinforced polyester resin encapsulating a wood core. The fin-
ish is green and the top surface is textured to provide a non-
skid surface. (Gasketed lids include a polyurethane or neo-
prene gasket.) Lid comes with either two or four 1/4" stainless
steel flathead socket cap screws and a hex key wrench.
Orenco Fiberglass Access Lids are capable of supporting a
2500 lb. wheel load; however, they are not designed or recom-
mended for vehicular traffic.
Standard Models
FL18G-4BU, FL21G, FL24G, FL24-413, FL24G-4BK, FL30G, FL48G
N
enclature
WOO
TRiser pipe:
Blank = Ultra -Rib, Perma-Loc
K = KOR FLO, Ultra -Corr
Color:
Blank = green
B ' = brown
Attachment method:
Blank = 2-bolt-hole lid (30" diameter only)
4B = 4-bolt-hole lid (24" diameter only)
4BU = 4-bolt-hole lid Ultra -Rib (18" and 24" diameter only)
Options:
G = gasket
V = vent
CF = carbon filter
I2 = 2" insulation
I4 = 4" insulation
Lid diameter: 18", 24", 30", 48"
Fiberglass lid
Dimensions Model FL18 Model FL21 Model FL24 Model FL30 Model FL48
O.D. (in.)
20.25
22.5
26.25
32-0
53.875
Groove I.D. (in.)
17.5
20.25
23.25
29.5
47.5
Avg. Thickness (in.)
0.75
0.75
0.75
1.0
1.5
Options Available
Feature Model Code Adder OptionaUStandard
Air Vent V Optional
Carbon Filter' CF Optional
Lid Insulation' I2orI4 Optional
'For more information on this option, refer to the Carbon Filters Submittal Data Sheet, NSU-RLA-CF-1
'Blue styrofoam, R-value per2" increment is 10.
Materials of Construction
Fiberglass Reinforced Polyester
Wood Core
Neoprene or Polyurethane Gasket
© 2004 Orenco Systems®Inc. NSU-RLA-FL-1
Rev. 6.0, © 6/04
Page 1 of 1

Residential Biotube' Effluent Filters
Applications
Our patented* 4" Biotube Effluent Filters, Biotube Jr., Biotube Insert
Filters, and Biotube Base Inlet Filters are ideal for residential septic tanks.
They prevent large solids from leaving the tank, dramatically improving
wastewater quality and extending the life of residential drainfields.
'Biotube Effluent Filte
4"Biotube jr.
(4 Biotube cartridge available
separately as Insert Filter
8"Base Inlet Filter 12"Base Inlet Filter
e
Orencos superior effluent filters resist clogging better than all other brands. Our stan-
dard, full-sized 4"Biotube Effluent Filter provides maximum long-term protection in a
complete package, with housing. Our 4"Biotube Jr., at half the size of our standard
model, has more filtering capacity than the full-sized filters sold by other manufacturers
For tanks with existing outlet tees, the jr. Insert Filter is ideal. And for low profile
tanks, there's the Base Inlet Filter.
Covered by patent numbers 5,492,635 and 4,439,323
To Order
Call your nearest Orenco Systems®, Inc. distributor. For nearest distributor,
call Orenco at 1-800-348-9843 or go to www.orenco.com and click on
"Distributor Locator."
APS-FT 1
Rev. 3.1 ©1/03
Orenco Systems®, Inc.
Standard Features & Benefits
Has 5-10 times
more flow area
than other brands,
so lasts many
times longer
between clean-
ings, increasing
homeowner satis-
faction
Installs in minutes
inside new or
existing tanks;
extendable tee
handle for easy
removal
Optional
Features &
Benefits
Alarm available, to
signal the need for
cleaning
Flow modulating
discharge orifices
available to limit
flow rate leaving
tank, mitigating
surges and
increasing
retention time
• Custom and
commercial sizes
available
Easy to clean by
simply hosing off
whenever the tank
needs pumping
Removes about
two-thirds of sus-
pended solids, on
average, extending
drainfield life
• Corrosion -proof
construction, to
ensure long life
Biotube
Filtering
Process
Effluent from the
relatively clear zone
of the septic tank,
between the scum
and sludge layers,
horizontally enters
the Biotube Effluent
Filter, Effluent then
enters the annular
space between the
housing and the
Biotubes, utilizing
the Biotubes' entire
surface for filtering.
Particles larger than
the Biotube's mesh
are prevented from
leaving the tank.
Orenco Systems
Incorporated
Changing the 6iFy the
World Does Wartewate?
www.arenco.com
www.vericamm.net

Nomenclatures
4" Biotube Filter (standard)
04 9®-® IVI A -
For customized options (e.g., NC
indicates North Carolina regions)
Indicates float bracket attached
Indicates flow modulation plate installed
Cartridge height, 28" and 36" are standard
Housing height, 36" and 44" are standard
Indicates filter diameter (inches)
W = fits 3034 outlet pipe
S = fits schedule 40 outlet pipe
P = 1/16" filtration
Blank= 1/8" filtration
ube effluent filter series
8", 12" Biotube Filter (base inlet model)
❑❑❑22-14B❑
TAdd codes for standard options:
A = float bracket
Base in
model
Cartridge height, 14" standard
Housing height, 22" standard
Indicates filter diameter (inches)
08 = 8"
12 = 12"
P = 1/16" filtration
Blank = 1/8" filtration
Biotube effluent filter series
4" Biotube Jr. (includes cartridge and housing)
J ❑❑ 0418MA-0
For customized options (e.g., NC
indicates North Carolina regions)
Indicates float bracket attached
Indicates flow modulation plate installed
Cartridge height (inches)
Indicates filter diameter (inches)
W = fits 3034 outlet pipe
S = fits schedule 40 outlet pipe
P = 1/16" filtration
Blank= 1/8" filtration
Jr. series
effluent filter series
4" Jr. Filter Insert (cartridge only)
FT i ❑ 0418 - ❑ - 0
T or customized options (e.g., NC
indicates North Carolina regions)
W = fits 3034 outlet pipe
S = fits schedule 40 outlet pipe
Cartridge height (inches)
Indicates filter diameter (inches)
P = 1116" filtration
Blank= 1/8" filtration
Insert series
Biotube effluent filter series
4" Biotube Effluent 4" Biotube Jr.
Filter
- Extendible PVC handle -
Stainless steel set screws
-op seal plate
Air vents
Biotube® filter cartridge
Distributed By:
lid base
Filter housing

BiotubeO Pump Vault
Applications
Orenco's patented* Biotube Pump Vaults are ideal for filtering and
transporting effluent from septic tanks or separate dosing tanks in
effluent pumping systems. They prevent large solids from leaving the
tank, dramatically improving wastewater quality and extending the life
of downstream treatment systems. Each pump vault houses either one
(Simplex) or two (Duplex) High Head Effluent Pumps, discharge
assembly(ies), Biotube filter cartridge, float switch assembly, and float
stem bracket. Pump(s), float switch assembly, and discharge assembly(ies)
are ordered separately.
)rencos Biotube Pump Vault
omen with Biotube filter cartridge,
loat stem bracket, and support
ipes The unique Biotube filter
artridge provides a large filter
lrface area (see specs on back
a small space, to resist clogging
vhile providing maximum
Ong -term protection.
*Covered by patent numbers 5,492,635 and 4,439.323
APS-BPV-1
Rev. 2.2 © 9/01
Standard Features & Benefits _
• Installs quickly in Removes approxi-
new or existing mately two-thirds of
tanks suspended solids,
• Easy access design
allows filter car-
tridge removal with-
out pulling the pump
or vault, simplifies
filter inspection and
maintenance
• Patented Biotube
filter has several
times the filtering
capacity of other
pump vaults
on average
• Accommodates
Simplex or Duplex
configuration, for
use with one or
two pumps
• Float stem bracket
allows easy removal
and adjustment of
float assembly
• Sturdy, molded
polyethylene and
corrosion -proof
construction
ensure long life
Biotube Filtering Process
Effluent from the
enters the annular
relatively clear zone
space between the
of the septic tank,
housing and the
between the scum
Biotubes, utilizing the
and sludge layers,
Biotubes' entire
enters the Biotube
surface for filtering.
Pump Vault through
Particles larger than
inlet holes in the
the Biotube's mesh
housing. Effluent then
are prevented from
leaving the tank.
Orenco Systems•
Incorporated
Changing the Way the
World Does Wastewarer®
www.orenco.com

Model Code for Ordering
Biotube Pump Vault Components
Biotube° Pump Vault
5*1 Z�f
PVU oa - Ho 1
TTIndicates inlet hole height: (inches)
Cartridge height: 18", 24", 36" standard
Vault height: 57", 66"-96" in 6" increments
Universal Pump Vault
Easy access design allows filter cartridge removal without
pulling the pump or vault; simplifies filter inspection and
maintenance
Biotube Cartridge Effective Filter Surface Area
Cartridge Height 12" Diameter
18" 15.5 ft2
24" 20.6 ft2
36" 30.9 ft2
Orencos Biotube Pump Vault is available in standard and
customized configurations. Contact Orenco or your nearest
distributor for sizing recommendations
Tank Access and Riser Diameter
Discharge pipe
Vault
Flow inducer
Biotube® handle
assembly
Float switch
assembly
(ordered sep.)
Biotube® filter Z �`
cartridge
Inlet holes
High head
effluent pump(s)
(ordered sep.)
To Order
Can your nearest Orenco Systems®, Inc. distributor.
For nearest distributor, call Orenco at 1-800-348-9843 or go to
www.orenco.com and click on "Distributor Locator."
© Orenco Systems® Inc 2001
Biotube Series Tank Access Dia. Tank Access Dia. Riser Dia.
Minimum Recommended Minimum
PVU w/Simplex Pump 19" 20" 24"
PVU w/Duplex Pumps 19" 20" 301,
Distributed By:

,PSeries
Hiah-He
Applications
Our submersible High -Head Effluent Pumps are designed to
transport screened effluent (with low TSS counts) from septic
tanks or separate dosing tanks to collection and treatment sys-
tems. All our pumps are constructed of lightweight, corrosion -
resistant stainless steel and engineered plastics; all are field -
serviceable and repairable with common tools; and all standard
P Series models are UL and CSA listed for use with effluent.
Orenco High -Head Effluent Pumps are used in a variety of appli-
cations, including: drainfields, packed bed filters, mounds, aero-
bic units, effluent irrigation, effluent sewers, wetlands, lagoons,
and more.
L
O
E
C
c
L
Actual view
Orenco Systems°
Incorporated
1-800-348-9843
Discharge connection
Bypass orifice
Shell casing
Suction connection
Features/Unique Specifications
To specify this pump for your installation, require the following:
• minimum 24-hour run -dry capability without water lubrication;
• 1/8-inch bypass orifice to ensure flow recirculation for motor
cooling and to prevent air bind;
• floating stack design to protect against upthrust and increase
pump life;
• repairable (nondisposable) liquid end for better long-term cost
of ownership;
• corrosion -resistant construction;
• Franklin motor rated for continuous use and frequent cycling;
• type SOOW motor cable (suitable for Class I, Division 1 and 2
applications);
• optional 5-year extended warranty against defects in materials
or workmanship.
Standard Models
See specifications (on back) for a complete list. Call Orenco or
your nearest distributor for three-phase specifications.
Nomenclature
Eju ®® U 0 - ®©
TCord length:
Blank = 10'
20 = 20'
30 = 30'
Voltage:
1 = 115 (1/2 hp only)
2 = 230
Phase:
1 = single-phase
3 = three-phase
Horsepower:
05 = 1/2 hp
07 = 3/4 hp
10 = 1 hp
15 = 1-1/2 hp
20 = 2 hp
30 = 3 hp
50 = 5 hp
Nominal flow (gpm):
10
20
30
U`
50
Pump (P Series)
GO-
NTD-PU-P-1
Rev.1.1, © 10/02
Page 1 of 4

P Series High -Head Effluent Pumps (continued)
Specifications
Hp' Amps Nom. Flow (gpm) Discharge (in.) Length (in.) MLe (in.) Cable` Listings Rated Cycles/Day
P1005 0.50
1216 10.0 1.25
22.50
20
SOOW UUCSA
300
P1007 0.75
8.0 10.0 1.25
25.00
22
SOOW UUCSA
300
P1010 1.00
9.8 10.0 1.25
28.00
24
SOOW UUCSA
100
P2005 0.50
12/65 20.0 1.25
22.75
20
SOOW UUCSA
300
P2010 1.00
9.8 20.0 1.25
27.00
25
SOOW UUCSA
100
P2015 1.50
13.1 20.0 1.25
32.50
28
SOOW UUCSA
100
P3005 0.50
12/6 30.0 1.25
21.50
22
SOOW UUCSA
300
P3007 0.75
8.0 30.0 1.25
24.00
24
SOOW UUCSA
300
P3010 1.00
9.8 30.0 1.25
26.50
27
SOOW UUCSA
100
P3015 1.50
13.1 30.0 1.25
32.50
29
SOOW UUCSA
100
P3020 2.00
13.2 30.0 1.25
34.50
25
SOOW CSA
100
P3030 3.00
17.0 30.0 1.25
43.75
44
SOOW CSA
100
P3050 5.00
27.5 30.0 1.25
67.00
66
SOOW CSA
100
P5005 0.50
13.2/6,6 50.0 2.00
20.50
22
SOOW UUCSA
300
P5007 0.75
8.0 50.0 2.00
24.75
24
SOOW UUCSA
300
P5010 1.00
d 50.0 2.00
28.00
27
SOOW UUCSA
100
P5015 1.50
13.1 50.0 2.00
33.25
29
SOOW UUCSA
100
P5030 3.00
17.0 50.0 2.00
49.00
48
SOOW CSA
100
P5050 5.00
27.5 50.0 2.00
63.50
50
SOOW CSA
100
AdvanTex Pump
PAX 0.50
1216 10.0 1.25
19.75
18
SOOW UUCSA
300
1. All 1/2 horsepower pumps are available in 115 and 230 voltage models.
2. Maximum sustained amperage (service factor load). The paired amperage numbers for 1/2 hp pumps are for 115 and 230 volts respectively. All other numbers are for 230 volts.
3. Minimum liquid level.
4. SOOW type is suitable for Class I, Division 1 and 2 applications.
5. Actual running amperage may exceed the motor's nameplate amperage by 20% (UL778).
Materials of Construction
Discharge:
Fiberglass -reinforced thermoplastic or
Intake Screen:
Polypropylene
stainless steel (P50)
Suction Connection:
Fiberglass -reinforced thermoplastic
Discharge Bearing:
Nylon polymer
Drive Shaft:
7/16 inch hexagonal stainless steel
Diffusers:
Polycarbonate
Coupling:
Stainless steel
Impellers:
Acetal
Shell:
Stainless steel
Thrust Pads:
(Proprietary)
Motor:
Franklin motor exterior constructed of stainless
steel. Constant lubrication through water -filled design.
Hermetically sealed motor assures moisture -free windings.
All thrust absorbed by Kingsbury type thrust bear-
ing. Rated for continuous duty. Protected against thermal overload
and equipped with surge arrestors for
added security. NEMA standard 2-wire or 3-wire (2, 3, and
5 hp) motor
with ground. Control box required for
3-wire motors.
NTD-PU-P-1
Rev. 1.1, © 10102
Page 2 of 4

P Series Pum
Using a Pump Curve
A pump curve helps you determine the best pump for your system. Pump curves show the relationship between flow (gpm) and
pressure (TDH), providing a graphical representation of a pump's optimal performance range. Pumps perform best at their
nominal flow rate —the value, measured in gpm, expressed by the first two numerals in an Orenco pump nomenclature.
a i ., i
, GGG
Gp OGGGE�IG�:��
G� GGGGGGI/GGG
• �'-1► GGGGI/GGO
�� GG�aGGG
GG G\ GG,iGGGGG
GGG \ C :GGG
GP �. GGGGGG
G250
MM
GG GGGGG
=GGG
....
GGGG G GGGG
, GGGGGI �
OGGI `� GGG
GGGGI/G GGG
GGGGWGG GG
„ GGGI/GGG G
GGGrIGGG
GG,.GG.G.
GG..GGG.o M
50 G rAM � G
G/IGGGG`���1 GG�!
IGGGGGGGG GGG
400
350
300
250
0
CU
20d
U;
N
G
O 150
+Si
100
50
0
U 3 6 9 12 15 0 5 10 15 20 25
Gallons per Minute (gpm) 1. Gallons per Minute (gpm)
u�
On-
Orenco Systems°
Incorporated
NTD-PU-P-1
1-800-348-9843
Rev. 1.1, © 10/02
Page 3 of 4

ounmirtai 1ata zineet
Float Switch Assemblies °�
oreneo Systems'
Incorporated
800-348.9843
Applications
Float switches are used to signal liquid level positions for
alarm and pump control applications. Orenco float switch
assemblies can be mounted in pump vaults, effluent screens,
pump basins, and risers.
On--------
X
0
Set po
to
0
Y
Float stem
The "On" and "Off" positions describe normally open
floats. For normally closed floats, the functions are
reversed.
Materials of Construction
General
All models listed are UL listed and CSA certified for use in
water or sewage. Model "A" floats are also CE certified for
sale in European Union countries.
Floats are typically ordered in assemblies that include one or
more floats mounted on a V PVC float stem. ABS float collars
are used to provide secure mounting that is easily adjustable.
Non -mercury floats (models B, C, D, V and X) are used where
components containing mercury are prohibited.
Standard Models
A, B, C, D, G, T, V, X
clature
o�000
TTCord length:
Blank = 10cord (standard)
20 = 20' cord*
30 = 30'cord*
Application:
FS = field set
FTL = elbow -style for Biotube base -inlet filters only
PB = pump basin
V = pump vault (factory standard float settings)
VC = pump vault (specify float settings)
Stem length:
Blank = no stem, floats on collars only
19, 21, 27, 33, 37, 39, 45, 51, 57, 66 = stem length in inches
5, 11 = stem length in inches for elbow -style float brackets for effluent filters
Color code:
Blank = no color indicated
Y = yellow
G = green
B = blue
R = red
O = orange
B = gray
W = white
P = purple
YG = yellow -green
YP = yellow -purple
I Float switch models:
A, B, C, D, 0, T, V, X
Number of float switches (when using multiples of same float switch model)
Blank = no float collar
Mechanical or mercury float switch assembly
Not standard for V, X floats. Special order required
Examples
An MFAB indicates one "A" float and one "B" float, with the
"B" float being lower on the float stem; an MRAT indicates
three "A" floats and a "T" float. (Note that floats are listed in
order from the top of the float stem down).
Float housing Impact -resistant, noncorrosive PVC plastic for use in liquids up to 140' F (60' C)
Float cord Flexible 2-conductor (UL, CSA) SJOW; water-resistant (CPE); neoprene coatinq
Float collar ABS
© 2006 Orenco Systems® Inc. NSU-MF-MF-1
Rev. 2.0, © 6/06
Page 1 of 2

Float Switch Assemblies (continued)
Signal- and Motor -Rated Float Switch Matrix
Signal rAi mercury floats5 (for bonttol switch applications). .
A Model'
Normally open
Mercury „
Yes
n/a
n/a
n/a
2.00 in.
n/a
n/a
n/a
T Model
Normally closed
Mercury `
Yes
n/a
n/a
n/a
2.00 in.
n/a
n/a
n/a
Signal rated
meclianicai`fltiats5
(far,control switch applications).
V Modela,b
Normally open
Mechanical, small drawdown
Yes
n/a
n/a
n/a
2.00 in.
< 1 in.
J< 1 in.
< 1 in.
X Modelb
Normally closed
Mechanical, small drawdown
Yes
n/a
n/a
n/a
2.00 in.
< 1 in.
< 1 in.
< 1 in.
Motor -rated
floats5, (for pump
switch,applications)
8 Modelb
Normally open
Mechanical
No
120V
13A
1/2 hp
2.00 in.
2.50 In.
1.50 in.
4.00 in.
240V
13A
1 hp
3,00 in.
3.00 in.
1.50 in.
4.5 in.
4.00 in.
3.25 in.
1.50 in.
4.75 in.
C Modelb
Normally open
Mechanical
No
120V
13A
1/2 hp
2.00 In,
3,00 in.
2.50 in,
5,50 in.
240V
15A
2 hp
3.00 in.
3.50 in.
3.00 in.
6.50 In.
4.00 in.
4.00 in.
3.50 in.
7.50 in.
5.00 in.
4.50 in.
4.00 in.
8.50 in.
6.00 in.
5.25 in.
4.25 In.
9.50 in.
D Modelb
Normally open
Mechanical
No
120V
15A
3/4 hp
2,00 in.
3.00 In.
2.50 in.
5.50 in.
240V
15A
2 hp
3.00 in.
3.50 in.
3.00 in.
6.50 in.
4.00 in,
4.00 in.
3.50 in.
7.50 in.
5.00 in.
4.50 in.
4.00 in.
8.50 in.
6.00 in.
5.25 in.
4.25 in.
9.50 in.
G Model
Normally open
Mercury
Yes
120V
15A
3/4 hp
2.00 in.
1,50 in.
3.00 in.
4.50 in.
240V
15A
2 hp
3.00 In.
1.75 in.
3.00 in.
4.75 in.
4,00 in.
2.00 In.
1 3.50 in.
5.50 in.
a. Suitable for
b. Suitable for
Notes
use with VCOM and
use with potable water.
MVP.
' State: normally open or normally closed
The default state of a float -normally open or normally closed -
refers to the contact positions in the float when the float is resting
(down). Float switches have an internal contact The terms "normally
open" (N/0) and "normally closed" (N/C) refer to the state of the float
switch contact in the down position. A normally open float'switch has
an open contact (off) in the down position and a normally closed float
switch has a closed contact (on) in the down position. Different panel
functions require different types of float switches. Most applications
require float switches that are normally open. One notable exception is
the redundant off and low-level alarm function that requires a normally
closed float switch, except with MVP and VCOM panels.
" Drawdown
Drawdown (in inches) refers to the difference in liquid level between
a float switch's activation and deactivation points. Drawdown can be
altered by adjusting the tether length of the float switch cord. When
selecting float switches, keep in mind that any float switch that can
directly start and stop a pump (one that has no motor contactor in
the control panel) should have a drawdown capability, to avoid rapid
cycling of the pump.
5 Signal -rated or motor -rated
Every float has a maximum amount of current it can handle. Exceeding
these limits may cause premature failure. Signal -rated or "control"
Z Type floats are used to activate pump control panels and alarms. Only low
Floats have mechanical or mercury contactor types. The important dis- amperage signals pass through these float switches, hence the float
ter. switch is "signal -rated." All Orence panels that use motor contactors
waon between these is that mercury floats are not rated for potable can use signal -rated float switches. In some systems, a float switch is
wateused to directly start and stop a pump. In this application, the current
31R (intrinsically safe relay) that is running the pump passes through the float switch as well, and
Approved for use with intrinsically safe, Class I, Division 1 applications, the float switch must be "motor -rated." In most instances, a motor -
where reliable float switch operation with very low current is required. rated float switch can be used as a signal float switch.
© 2006 Orenco Systems® Inc. NSU-MF-MF-1
Rev. 2.0, © 6/66
Page 2 of 2

Discharge Assemblies
Applications
Orenco Discharge Assemblies are used to convey effluent
from a pump to the exterior of a riser or pump basin. They
come in the following configurations:
• High head, for use with submersible turbine pumps
• Low head, for use with common effluent pumps
• Drainback, for use with shallowly buried tanks and transport
lines in cold climates
Two additional applications are available:
• The cold weather kit coupled with a high -head discharge
assembly is intended for use with deeply buried tanks and
transport lines in cold weather
• The external flex extension is recommended for installations
where tank settling may occur to avoid line breakage during
settling.
High head style shown with optional quick -disconnect
General
Orenco Discharge Assemblies are corrosion -resistant and
adjustable for a proper fit. Discharge assemblies are com-
posed of PVC valves and flexible hose that simplify installation
and maintenance. The flexible hose damps vibrations from the
pump and allows for easy installation. Cam -style quick -discon-
nect fittings are available on all configurations. All parts are
either solvent welded or threaded and sealed with Teflon®
paste.
Teflon® is a registered trademark of DuPont.
Standard Models
HV100, HV125, HV150, HV200
Nomenclatures
cxas
HV U®® ®-0
TConfiguration:
Blank = field cut (high -head style)
H = high -head style pump
L = low -head style pump
DB = drainback (always field cut)
Options:
B = ball valve
C = check valve
FC = flow controller (1" diameter only)
AS = antisiphon
X = external flex hose
Q = quick disconnect
S = true -union ball check valve*
PR = high pressure
Discharge diameter:
100 = 1"
125 = 1-1/4"
150 = 1-1/2"
200 = 2"
Pump discharge assembly
*Available for 1-112" discharge only
HV CW ❑❑❑ -KIT ❑❑❑*
T
hDrain hole:
Blank =1/8" drain holein elbow
NDH = No drain hole
Kit
Discharge diameter:
100 = 1"
125 = 1-1/4"
150 = 1-1/2"
200 = 2"
Cold weather application
Pump discharge assembly
Always ordered with high head discharge assembly
HVX ❑110-1100
I Discharge connection (inches):
Blank = same as discharge diameter
100 = 1"
125 = 1-1/4"
150 = 1-1/2"
200 = 2"
Discharge diameter (inches):
100 = 1"
125 = 1-1/4"
150 = 1-1/2"
200 = 2"
Flex extension
Pump discharge assembly
c-nco Systems'
Incotpomtetl
800.348.9843
© 2008 Orenco Systems' Inc. NTO-HV-HV-1
Rev.1.0, © 5/08
Page 1 of 2

High head style
Low head style
Drainback style
Materials of Construction
,Otft w1��
Cold weather kit External flex extension
Component Working Pressure Ratings
True union ball check valve 200 psi (14 bar) at 73° F (23' C)
All other valves 150 psi (10 bar) at 73° F (23° C)
Unions 150 psi (10 bar) at 73° F (23° C)
Hose Specifications
High head style with
cold weather kit
installed
Component Material
Anti -siphon valve Schedule 40 PVC
Ball valve Schedule 40 PVC
Checkvalve
Schedule 40 PVC
Pipe and fittings
Schedule 40 PVC
Flexible hose
PVC
External flex hose
PVC
Flow control disc
Schedule 80 PVC
Gate valve
Schedule 80 PVC
Unions
Schedule 80 PVC
High-pressure flex hose
Special elastomer compound
Thickness and working pressures at 73' F (23°C)
Flexible hoses
Size (U.S. Nominal)
Wall thickness
Working pressure
Bursting pressure
(standard and external)
1 in.
0.11 in. (2.8 mm)
100 psi (7 bar)
355 psi ( 24 bar)
1.25 in.
0.13 in. (3.3 mm)
80 psi (6 bar)
250 psi (17 bar)
1.5 in.
0.13 in. (3.3 mm)
65 psi (4 bar)
200 psi (14 bar)
2 in.
0.16 in. (4.1 mm)
60 psi (4 bar)
175 psi (12 bar)
Flexible hoses
Size (U.S. Nominal)
Wall thickness
Working pressure
Bursting pressure
(high-pressure)
1 in.
0.235 in. (6.0 mm)
250 psi (17 bar)
N/A
1.25 in.
0.24 in. (6.1 mm)
250 psi (17 bar)
N/A
1.5 in.
0.24 in. (6.1 mm)
250 psi (17 bar)
N/A
2 in.
0.22 in. (5.6 mm)
200 psi (14 bar)
N/A
NTO-HV-HV-1
Rev.1.0, © 5/08
Page 2 of 2
© 2008 Orenco Systems® Inc.

Effluent Filter Pumping System - Recirculating
Scale:1" = 2' Top View (NTS)
Top ViewIPumping System
Recirculating Splitter or Ball Valve
♦ PVC Splice Box
O wlCord Grips
Model EX'f6 ,A "
0
�—Fiberglass Gasketed Lid with
Slope Ground
Away from Riser
PVC Riser with Gram
Model 2rZ2�(1«
Return
From Filter
Screened►
Effluent From
Septic Tank
Inlet Tee
Splitter or Ball Valve
(RSV or SV Model `�
Patents # 4,439.323, 5,492.635 &
5,480,561
Foreign Patents May Apply
02006, Orenco Systems, Inc.
Control Model /'�P�¢n
� Z
To Control Panel
Conduit Seal —
Model AN
Final Discharge T�
',—Stinger (field cut)
o \o\
o 9
o / _7
80% of Tank Depth t
(typical)
High Level Alarmj
Log Pump Enable
Override Timer—
ON/OFF
Redundant OFF/ II
Low Level Alarm 1
>50% Tank Depth
Stainless Steel Bolt
Model Ft-7A6, to
PVC Riser with Grommet(s)
Model R9LN,1'C
Model F+Y-li5V
Effluent Discharge
Flexible Hose
Tank Adapter (Cast or Bolted)
Model ?W-FA �
Level Control
Float Assembly
Model A4 r3 V
Flow Inducer
Vault Inlet Ports
Filter Cartridge
Orenco Effluent Pump
Model fI SO { [ 0
BiotubEPPump Vault
Model ?v y19
Orenco Systems®
Incorporated
814 AIRWAY AVENUE
SUTHERLIN. OREGON
97479-9012
TOLL FREE:
[phone]
TELEPHONE:
[phone]
FACSIMILE:
[phone]
NDW-TD-EPS-RSF-01I
Rev. 3.0 (03/06)

Sand Filter Liners
Submittal
Da Sn et Orenco Stems®
Incorporated
1-800-348-9843
Applications
General
Orenco Sand Filter Liners are used to contain sand filter media
Orenco Sand Filter Liners are constructed of 30 mil PVC vinyl.
and effluent.
Sizes are available per customer specification. Pipe boots, avail-
able as options, are constructed of PVC vinyl and sealed with vinyl
cement
Standard Models
L11945, L12046, L12147, L12233, L12237, L12242, L1225Z L12437, L12447,
L12728, L12737, L12831, L12931, L13030, L13032, L1313Z 1-13232.
Nomenclature
k l"D(!
LIXXXX
LL Indicates liner length (feet)
L Indicates liner width (feet)
(Custom sizes available upon request)
Specifications
Material Property
Rating
ASTM Specification
Tensile Strength (lbsjn.)
75
D882
Elongation (%)
350
D882
Graves Tear (lbs.; Ibsfin.)
9.0, 390
D1004
Cold Impact(T)
-20
D1790
Dimensional Stability (%)
5
D1204
Volatility (%)
0.7
D1203
Density (g/cm)
1.2
D1505
Optional pipe boots may be factory installed by heatwelding orfield glued with H-66 vinyl cement
Material of Construction:
PVCvinyl. Formulated to resist fungus growth. Contains U.V, inhibitors. Lowtotacity.
NSU-SF-U-1
Rev. 2-1, © 9/99

Sand Filter Manifold Kits
Submittal
(Standard Distribution), Data sheet
Applications
Orenco Sand Filter Manifold Kits are used to distribute effluent on
recirculating and intermittent sand filters for on -site treatment
flushing valve
and enclosure
(see detail)
distribution
header
4" slotted
underdrain
laterals
orifice
shields
sand filter
plan area
Plan View
— valve box
flushing valve
Flushing Valve Detail
Specifications
General
asp
Orenco Systems°
Incorporated
1-800-348-9843
Orenco Sand Filter Manifold Kits are available for either pump
or gravity discharge sand filters. Manifolds are constructed of
solvent welded PVC pipe. Kit includes a 4"underdrain pipe,
distribution header, laterals, orifice shields, flushing valves and
flushing valve enclosure. Custom manifolds and air coils are
available. See ESU-SFA- SFAC-1 for Air Coil option.
Standard Models
Several standard models are available.
Nomenclature
l 121 (,
SFM XX XX X-1
L Indicates 24"spacing
��-- Indicates discharege type (P or G)
Indicates sand filter length (ft).
Indicates sand filter width (ft►.
Feature SFMXXXX X-1 SFMXXXX X
Number of Laterals varies by model varies by model
Orifice Spacing (in.) 24 14
Total Number of Orifices varies by model varies by model
Orifice Size (in.) 1/8 1/8
Loading Rate (gpd/ftz) S 25
Materials of Construction:
Distribution Headers: 1 1/4" PVC per class 200 specification
Laterals: 3/4" PVC per sch. 40 specification
Underdrain: V PVC per class 125 specification. 1/4" slots are on 4" centers
All Fittings: PVC per sch. 40 specification
Notes:
1) Orenco Sand Filter Manifolds are designed to be pressurized by effluent pumps.
2) For locations that have extended periods of freezing weather, manifolds are assembled with orifices pointing down or draining back into
the pump tank so that effluent drains completely and does not freeze in laterals.
3) Air coils are used to enhance performance of sand filters which have been overloaded or are located in regions of prolonged cold
weather.
4) For ease of shipping and installation, manifold kits are partially assembled atthe factory.
5) For more information on orifice shields or air coils, refer to their respective submittal sheets. rasu-SF-sFM-1
Rev. 2.1. © 9/99

R
PVC Liner
Positioning Instructions
How to Lay Out a PVC Liner
L,
i
Top View
Sand Filter Bottom Area = L7 x W7
Total Liner Area = LZ x WZ
G Unfold Liner to the
N Center of Filter
Po_ int A
Sand Bedding
Section A -A
Side View
Comments:
WZ
Note:
Backfill sand between
excavation and plywood
at the same time as filter is filled
• 1V
Orenco Systems'
Incorporated
1.800.348-9843
NINA141-1
Rev 2.1, © 04/02
Page 1 of 1

•
Sand Filter Liner Boot Installation Cystems
1-800.348-9843
Installation Instructions
A watertight seal is essential. Please follow instructions carefully. Read all instructions before proceeding.
1. Mark location of outlet on liner wall. Cut a
hole in the liner wall about 1" larger in
diameter than the pipe.
2. Slide the boot sleeve through the hole cut in
the liner. ---�
3. Apply glue thoroughly to the boot flange
and an area inside of the liner around the
hole equal to the size of the boot flange.
Quickly press the boot flange and the liner
together and work out any bubbles by
smoothing the glued area starting at the
center and working out radially. Allow glue
to dry (approximately 5-10 minutes).
Slide boot through hole
Apply glue .. .
E
MIN-SF-MISC-1
Rev 1.2, © 2/03
Page 1 of 2

Installation Instructions (continued)
4. Before inserting pipe, slide stainless steel
band over the boot sleeve protruding from
the outside of the box.
5. Fold about 1-1/2" of boot back over itself.
Slide the pipe into the boot sleeve from
inside the liner until approximately 6" pro-
trudes past the folded end. Apply the
adhesive sealing strip around the pipe.
Next to the fold be sure to leave enough
pipe beyond the sealing strip for attach-
ment of the transport pipe.
Y..
6. Pull pipe back through the boot until
sealing strip touches boot. Unfold boot
over sealing strip. Clamp the stainless
steel band around the boot sleeve so that
it compresses the sealant strip between it
and the pipe.
Note: Nicks or holes in the liner can be repaired by cutting excess material from the corner of the liner and patching
the hole with the glue provided. Allow glue to dry before water testing. A 4 oz. can of glue is included with every
liner boot kit.
NIN-SF-MISC-1
Rev 1.2, © 2/03
Page 2 of 2

i. -
lechnical Data Sheet
Orifice Shields Orenco
Incorporated
800.348.9843
Applications General
Orenco° Orifice Shields are used in a pressurized distribution Orenco Orifice Shields snap -fit onto laterals. They may be
system to protect the orifices from backfill debris that might placed on top of or beneath a lateral, depending on the
cause orifice blockage. location of the orifice. Orifice shields are covered by
method -of -use patent # 5,360,556.
Orifice shield installed on lateral pipe, standard configuration
Shield
Orifice
L------�
Cutaway view, standard configuration
Orifice
Shield
Cutaway view, cold weather configuration
Standard Models
OS0 , OS100, OS125,
OS150, OS200
OS 015
I lateral pipe size, nominal:
075 = 0.75 in. (20 mm)
100 =1.00 in. (25 mm)
125 =1.25 in. (32 mm)
150 =1.50 in. (40 mm)
200 = 2.00 in. (50 mm)
Nomenclature
Material of Construction
PVC per ASTM D-1784
Physical Specifications
Model
Shield O.D.
in. (mm)
Lateral pipe O.D.
in. (mm)
OS07
3.5(89)
1.05 (27)
OS100
3.5(89)
1.315 (33)
OS125
3.5(89)
1.66 (42)
OS150
4.5(114)
1.90 (48)
OS200
4.5(114)
2.375 (60)
© 2010 Orenco Systems® Inc. NTD-sr-Os-1
Rev.1.0, © 2110
Pagel of 1

y
Recirculating Splifter Valves DataSubmSheeittatl
Applications
Orenco Recirculating Splitter Valves provide a guaranteed flow
split for accurate recirculation in onsite septic systems.
Specifications
Model
Inspection Port
Discharge Baffle
(enclosed)
Return Ports
PVC Pipe (stinger pipe)
(not included)
Buoy
Buoy Cage
RSV2U
General
^I—N�
Orenco Systems®
Incorporated
1-800-348-9843
Orenco Recirculating Splitter Valves (RSVs; US Patent #5,480,561)
are constructed of PVC and rubber components for corrosion
resistance. The RSV redirects 100% of the incoming flow to the
recirculation tank during periods in which the buoy is not seated,
and 80%when the buoy is seated. An inspection port is provided
for routine maintenance.
Standard Models
RSV2U,RSV3U RSV4U
Nomenclature
4
RSV X U
Unions included with product
Indicates inlet and exit pipe
size (inches).
RSV3U
B (in)
161/4
181/2
203/4
C (in)
2
3
3
Cage Diameter (in.)
13
13
13
Cage Height (in.)
191/4
191/4
191/4
Buoy Dia. (in)
11 1/2
11 1/2
11 1/2
Return Port Size (in)
3/4
1
1 1/4
Maximum Flow (gpm)t
60
100
150
t Inlet flow performance based on an inlet head pressure of three feet
Materials of Construction:
All Pipe & Fittings: PVC Sch. 40 per ASTM specification
Buoy:
Rubber
NSU-SF-RSV-2
Rev. 2.1, © 9199

Recirculating Splitter Valve (RSV)
Application Sheet
Return Flow Q,,,
Raw Effluent
a°
G
0 5 10 15 20 25 30 35
Discharge U.,(gpml
10%tank depth
er below the inlet
invert elevation
water
3' or more above normal Optionap
Stin er Seat operating level,orstinger High water pumps
seat level. (This depth should
O 0 y allow sufficient surge capaciry On"=Off"
a to accommodate peak inflows
Normal operating between recirc doses.)
range
=15% buoy diameter Redundant
The buoy unseats completely
when the liquid level
drops belowthe
stinger seat a depth of
80%of tank (y-85%of buoy
depths diameter or more)
101
s
E
�a 2 51
RSV3U illustrated 1ri
3
c
i
cm
0
Chart 2
Surge depth y, (inches)
Patent #:5,480,561
©1997, Orenco Systems®, Inc.
e •
CO
Orenco Systems®
Incorporated
800-348-9843
The Recirc Splitter Valve ensures a more stable environment within the recirculation
tank by recirculating 100% when the buoy unseats (75to 80 percent of the tank depth),
and 80%when the buoy is seated. No more than 20% is discharged at any time.
General Notes and Design Steps:
Three typical sizes are available, 2" (RSV2U), 3"(RSV3U), and 4" (RSV4U).
Qesv—Recirculating Sand Filter return flow.
%vwill typically be about 70% of the dosing rate (Qd°,.° ).Therefore, Onsv-(0.7)
Qd",., This is based on experience with designs using hoses of no more than 2
gallons per orifice. Small, discrete doses inhibit hydraulic channeling, enhancing
performance.
The following table gives some properties of different RSFs:
RSF number number of pumps
GPO of zones Total Per nose ('..a On.
5,000 1 2 1 37 26
10,001 2 4 2 74 52
15,coo 3 6 3 111 78
20,000 4 8 4 148 104
A 10,000 gpd RSF system, for example, is designed to dose with two pumps at each
cycle. Each pump operates at37 gpm. Therefore,
11=(2)(37)=74 gpm.
Oesv=10.7)Qd°,; (0.7)74=51.8 = 52 gpm
Qd=the flow outto disposal.
When the buoy is unseated, the outflow is 0 and 100% is recirculated. When the buoy
is fully seated, approximately 20% is discharged, or Oa=(0.2) Onsv. Therefore,
%=(0.2)(52)=10.4 gpm
h=operating head above overflow level.
The value of h is limited by available fall from RSF underdrain and maximum depth of
bury of the tank. According to chart 1, with a discharge rate (On) of 10.4 gpm, h=34" for
the RSV2U, 12'forthe RSV3U, or 4' forthe RSV4U. For our example, we will selectthe
RSV3U. Therefore, our h will be 12"
t=stinger depth from overflow level to seating level.
The maximum value oft is equal to the total operating water column minus the
operating head (t=operating water column-h see chart 2). The stinger seat is
generally positioned at about 80% of the tanks depth, but may be set between 90%
and 70% depending on site and design constraints.
t occurs where the buoy is fully submerged. (y=0)
If t<t , the buoy may seat fully before becoming completely submerged. In this case
the liquid depth will be lowerthan the stinger seat by the value y. Use chart2to find V.
y--surge depth between stinger seat level and liquid level
y--buoy diameter- buoy submergence
For our 10,000 gpd example, if t=50" and h=12', then (t+h) = 62". From chart 2, y--41/2"±.
Therefore, the liquid level will generally range from yto 85% ofthe buoys diameter
below the stinger seating level. The buoy is 11.5" in diameter, and (.85)(11.5)=9.8".
Therefore, the liquid level will range from 41/2to about 10 inches belowthe stinger
seat
EDA-RSF-RSV-1
Rev.12111197)

VeriComm°
1. VeriComm Remote Telemetry Board
2. Motor -Start Contactors
3. Toggle Switches
4. Control Circuit Breaker
5. Pump Circuit Breakers
6. Fuse
7. Transformer
8. Audio Alarm
9. Visual Alarm
10. Panel Enclosure
10
Standard Components
Feature Specifications
1. VeriComm Remote Telemetry Unit* ATRTU-100: 36/18 VAC (center tap transformer), 8 digital inputs, 4 analog inputs, 4 digital
outputs, 0 analog ouputs, on -board modem (2400 baud), LED input and output indicators,
1-year battery backup of data and program settings.
2. Motor -Start Contactors 120 VAC:14 FLA, 3/4 hp, 60 Hz; 2.5 million cycles at FLA (10 million at 50% of FLA).
240 VAC:14 FLA, 2 hp, 60 Hz; 2.5 million cycles at FLA (10 million at 50% of FLA).
3. Toggle Switches Single -pole switch, automatic On, with spring -loaded, momentary, manual On. 20 amps 1 hp.
4. Control Circuit Breaker 10 amps, OFF/ON switch. Single -pole 120 VAC, double -pole 240 VAC. DIN rail mounting
with thermal magnetic tripping characteristics.
5. Pump Circuit Breakers 20 amps, OFF/ON switch. Single -pole 120 VAC, double -pole 240 VAC. DIN rail mounting
with thermal magnetic tripping characteristics.
6. Fuse 120 VAC Primary, 36 VCT @ 0.85A Secondary.
7. Transformer 250 VAC, 1A.
8. Audio Alarm 80 dB at 24", warble -tone sound.
9. Visual Alarm 7/8" diameter red lens, "Push -to -silence." NEMA 4,1 Watt bulb, 120 VAC.
10. Panel Enclosure Measures 15.50" high x 13.30" wide x 6.70" deep. NEMA 4X rated. Constructed of UV -
resistant fiberglass; hinges and latch are stainless steel. Conduit couplings provided.
VCOM-AXB1 120 VAC, 3/4 hp,14 amps, single-phase, 60 Hz.
VCOM-AXB2 240 VAC, 2 hp,14 amps, single-phase, 60 Hz.
Optional Components
Feature Specifications Product Code Adder
Pump Run Light 7/8" diameter green lens. NEMA 4,1 watt bulb, 120 VAC. PRL
Anticondensation Heater Self-adjusting; radiates additional wattage as temperature drops. HT
Programmable Timer Discharge side timed dosing. PT
UV Disinfection Compatibility UV grounded power circuit and alarm contacts. UV
* See VeriComm Remote Telemetry Unit (ATD-CP- VCOM- 1) and VeriComm Monitoring System (ATD- WEB- VCOM- 1) ATD-UNCDM-7
for details. Rev. 2.1 ©11/02
Page 2 of 2

AdvanTex Treatme
VeriComm @
Applications
VeriComm® AXB1 and AXB2 remote telemetry control panels are
used with two -pump operations — recirculation and discharge
(on -demand or timed) — for AdvanTex® Treatment Systems.
Coupled with the VeriComm web -based Monitoring System;
these affordable control panels give water/wastewater system
operators and maintenance organizations the ability to monitor
and control each individual system's operation remotely, with
real-time efficiency, while remaining invisible to the homeowner.
VeriComm AXB panels allow remote operators to change system
parameters, including timer settings, from the web interface.
Typical AXB VeriComm Control Panel
Standard Models.
VCOMAXBI, VCOMAXB2
To Specify...
To specify this panel for your installation, require the following,
Basic Control Logic: Three Operating Modes
• A "Start-up Mode" for the initial 30 days, during which the
system collects trend data to establish operating standards for
future reference.
• A "Normal Mode" that manages day-to-day functions.
• A "Test Mode" that suspends data collection and alarm
reporting during installation and service.
Data Collection and Utilization
• Data logs of system conditions and events, such as pump run
times, pump cycles, and alarm conditions.
Troubleshooting and Diagnostic Logic
• Troubleshooting capabilities that can report suspected failed
components, which then trigger Alarms.
Advanced Control Logic
• Advanced control logic that activates during float malfunctions
to diagnose the situation and keep the system operating normally
until servicing.
Communication and Alarm Management
• Remote telemetry capabilities coupled with a web -based moni-
toring application (see VeriComm Monitoring System, ATD-
WEB-VCOM-1) for communication and alarm management.
Updating of point values (including timer settings) and receipt of
queued changes during each communication session with host.
Communication sessions that occur monthly, at a minimum, and
more frequently during alarm conditions.
• Multiple methods of communication, as follows:
Call -In to VeriComm Host
— Automatic notification to host of "Alarms," which signal
fault conditions that need to be addressed immediately
(e.g., pump failure).
— Automatic notification to host of "Alerts," which signal
less critical fault conditions and which trigger the panel's
troubleshooting logic and alternative operating mode
(e.g., stuck float switch).
— Automatic notification to host of "Updates," which include
alarm updates or all -clear notifications following
Alarms/Alerts, as well as normally scheduled monthly
panel reports.
— Manual, forced communication from panel to host to effect
an updating of point values and receipt of queued changes.
Real -Time Direct Connection to Panel
— Manual, direct connection at the site via RS-232 serial port, to
allow a local operator real-time access to detailed logged
data and the ability to change point values from a laptop.
— Manual, forced communication by local operator/homeowner
at the site to initiate an auto -answer mode, allowing a remote
operator real-time access to detailed logged data and the
ability to change point values.
During real-time, manual connections, software with open
architecture (and password security) is used; no proprietary
software is required. VT100 protocol allows access and control
from any computer modem (Mac or PC) with a simple communi-
cation program (e.g., Windows HyperTerminal); multilevel
password protection in panel ensures that only qualified
personnel can access the panel's data.
Additional Features
• Status light indicators on the board
including ...
• ��
— Flashing green LED for normal operation
— Yellow LEDs for status of digital inputs
— Red LEDs for status of digital outputs and
Orenco Systems°
Incorporated
modem activity
Changing the Way the
• UL-recognized and FCC -approved
World DoaWanauatem
For more information, try our online demo at
www.orenco.com
wvvw.vericomm.net (no password required).
ATO-CP-VCOM-7
Rev. 2.1 © 1I/02
Page 1 of 2

Recirculating Splitter Valve (RSV)
Application Sheet
Return Flow Q_
Raw Effluent
RSV3U illustrated
(to
a 5 10 15 20 25 30 35
Discharge 0..(gpm)
t
10%tank depth
or below the inlet
invert elevation
3° or more above normal
Stin er Seat operating level, or stinger
y seat level. (This depth should-
0 ON
a allow sufficient surge capaciry
to accommodate peak inflows
Normal operating
between recirc doses.)
range
�15% buoy diameter
The buoy unseats completely
when the liquid level
drapsbelow the
stinger seat a depth of
80%of
tank (yo85%of buoy
depth♦
diameter or more)
Chart 2
High water pumps
"On Off"
Surge depth y, (inches)" -
40 %
asp
Orenco Systems°
Incorporated
800-348-9843
The Recirc Splitter Valve ensures a more stable environment within the recirculation
tank by recirculating 100% when the buoy unseats (75 to 80 percent of the tank depth),
and 80%when the buoy is seated. No more than 20% is discharged at anytime.
General Notes and Design Steps:
Three typical sizes are available, 2" (RSV2U), 3'(RSV3U), and 4° (RSV4U).
Dasv Recirculating Sand Filter return flow.
Dasv will typically be about 70% of the dosing rate ((1dO,,). Therefore, O.V--(0.7)
Dd..m; This is based an experience with designs using doses of no more than 2
gallons per orifice. Small, discrete doses inhibit hydraulic channeling, enhancing
performance.
The following table gives some properties of different RSFs:
RSF number numberofpumps
GPD of zones Total Per Dose odo.m, Dssv
5,000 1 2 1 37 26
1 0, 000 2 4 2 74 52
15,000 3 6 3 111 78
9=1 20,000 4 8 4 148 104
A 10,000 gpd RSF system, for example, is designed to dose with two pumps at each
cycle. Each pump operates at 37 gpm. Therefore,
Od.,,oa (2)(37)=74 gpm.
CV'"=(0.7)Dd..,..(0.7)74=51.8 = 52 gpm
%=the flow out to disposal.
When the buoy is unseated, the outflow is 0 and 100% is recirculated. When the buoy
is fully seated, approximately 20% is discharged, or Oa=(0.2) Oari. Therefore,
od=(0.2)(52)=10.4 gpm
h=operating head above overflow level.
The value of It is limited by available fall from RSF underdrain and maximum depth of
bury of the tank. According to chart 1, with a discharge rate (On) of 10.4 gpm, h=34" for
the RSV2U,12° for the RSV3U, or 4" forthe RSV4U. For our example, we will selectthe
RSV3U. Therefore, our h will be 12°
t=stinger depth from overflow level to seating level.
The maximum value oft is equal to the total operating water column minus the
operating head (t=operating water column-h see chart 2). The stinger seat is
generally positioned at about 80% of the tank's depth, but may be set between 90%
and 70% depending on site and design constraints.
t_ occurs where the buoy is fully submerged. (y=0)
If t<t� , the buoy may seat fully before becoming completely submerged. In this case
the liquid depth will be lowerthan the stinger seat by the value y. Use chart 2 to find y.
y=surge depth between stinger seat level and liquid level
y=buoy diameter - buoy submergence
For our 10,000 gpd example, if t=50" and h=12°,then (t+h)=62°. From chart 2,y=41/2°t.
Therefore, the liquid level will generally range from yto 85% of the buoy's diameter
belowthe stinger seating level. The buoy is 11.5° in diameter, and (.85►(11.5)=9.8°.
Therefore, the liquid level will range from 41/2to about 10 inches below the stinger
seat
Patent #:5,480,561 EDA-RSF-RSV-1
©1997, Orenco Systems®, Inc. Rev.12 (11/97)

CONTRACTOR PROVIDED UV EQUIPMENT (SINGLE BULB
4" CAP/CLEAN OUT - 4" ABOVE GRADE - D OT GLUE
O
4" PVC — FIELD CUT
4" PVC INLET PIPE -►0
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4" PVC CUT TO 29"
4" CAP/CLEAN OUT — 4" ABOVE GRADE — DO NOT
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�— 4" PVC — FIELD CUT
3" CAP
4" TEE
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Two 4" 90's
Two 4" Tee's
One 3" Cap
4" PVC Approx 10' Total
SINGLE BULB UV UNIT - CALL AQWA (888)552-AQWA WITH ANY QUESTIONS

4 . 4
TENCATE
ME itfm
Separation
Mechanical Properties
Test Method
Unit
Minimum Average
Roll Value
MD
I CD
Grab Tensile Strength
ASTM D 4632
N Ibs
1402 (315)
1 1402 (315)
Grab Tensile Elongation
ASTM D 4632
%
12
Trapezoid Tear Strength
ASTM D 4533
N (Ibs)
503 (113) 1 503 (113
CBR Puncture Strength
ASTM D 6241
N (Ibs)
4005(900)
Apparent Opening Size (AOS)'
ASTM D 4751
mm
(U.S. Sieve)
0.43
(40)
Permittivity
ASTM D 4491
sec'
0.05
Flow Rate
ASTM D 4491
I/min/m2
(gal/ in/ft2)
163
4.0)
UV Resistance (at 500 hours)
ASTM D 4355
% strength
retained
70
' ASTM D 4751, AOS is a Maximum Opening Diameter Value
Physical Pro erties
Test Method
Unit
Typical Value
Weight
ASTM D 5261
/m2 (oz/yd2)
203 (6.0
Thickness
ASTM D 5199
mm (mils)
0.6(25)
Roll Dimensions
(width x length)
m
(ft)
3.8 x 110
(12.5 x 360)
5.3 x 78.7
(17.5 x 258
Roll Area
--
m2 d2
418 500
418 500
Estimated Roll Weight
--
kg (lb)
109 (240)
109 (240)
Disclaimer: TenCate assumes no liability for the accuracy or completeness of this information or for the ultimate
use by the purchaser. TenCate disclaims any and all express, implied, or statutory standards, warranties or
guarantees, including without limitation any implied warranty as to merchantability or fitness for a particular
purpose or arising from a course of dealing or usage of trade as to any equipment, materials, or information
furnished herewith. This document should not be construed as engineering advice.
TENCATE
materials that make a difference
FGS000393
ETQR24

Water Resources
ENVIRONMENTAL QUALITY
PAT MCCRORY
Governor
DONALD R. VAN DER VAART
Secretary
S. JAY ZIMMERMAN
September 30, 2016
Mr. Douglas Moore Pinner
20 Tap Drive
Asheville, NC 28803
Subject: General Permit NCG550000
3001 Butler Bridge Road
Certificate of Coverage NCG551511
Henderson County
Dear Permittee:
Director
The Division has received and approved your request to transfer ownership of the subject Certificate
of Coverage (CoC) under General Permit NCG550000. As a result, the Division hereby reissues NCG551511.
This CoC is issued pursuant to the requirements of North Carolina General Statue 143-215.1 and the
Memorandum of Agreement between North Carolina and the US Environmental Protection agency dated
October 15, 2007 [or as subsequently amended].
If any parts, measurement frequencies or sampling requirements contained in this General Permit
are unacceptable to you, you have the right to request an individual permit by submitting an individual
permit application. Unless such demand is made, the certificate of coverage shall be final and binding.
Please take notice that this Certificate of Coverage is not transferable except after notice to the
Division. The Division may require modification or revocation and reissuance of the certificate of coverage.
Contact the Asheville Regional Office prior to any sale or transfer of the permitted facility.
Redonal Office staff will assist you in documenting the transfer of this CoC
This permit does not affect the legal requirements to obtain any other State, Federal, or Local
governmental permit that may be required. If you have any questions concerning the requirements of the
General Permit, please contact Brianna Young of the NPDES staff [919-807-6388 or
brianna.young@ncdenr. gov] .
cc: AshevTlle0Regional,Glf bge
NPDES File
Sin rely,
* 1V
for S. Jay Zimmerman,
Director, Division of Water Resources
oCT 10 2016 y :
i Water Qualify Regional()
State of North Carolina I Environmental Quality I Water Resources-- F+shevi(fe Regional Office
1617 Mail Service Center I Raleigh, NC 27699-1617
919 807 6300 919-807-6389 FAX
https://deq.nc.gov/about/divisions/water-resources/water-resources-permits/wastewater-branch/npdes-wastewater-permits

STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF WATER RESOURCES
GENERAL PERMIT NCG550000
CERTIFICATE OF COVERAGE NCG551511
DISCHARGE OF DOMESTIC WASTEWATER FROM SINGLE FAMILY RESIDENCES AND
OTHER 100% DOMESTIC DISCHARGES WITH SIMILAR CHARACTERISTICS UNDER THE
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
In compliance with the provision of North Carolina General Statute 143-215.1, other lawful standards and
regulations promulgated and adopted by the North Carolina Environmental Management Commission, and
the Federal Water Pollution Control Act, as amended,
Douglas Moore Pinner
is hereby authorized to discharge <1000 gallons per day of domestic wastewater from a
facility located at
3001 Butler Bridge Road
Mills River
Henderson County
to receiving waters designated as an unnamed tributary to McDowell Creek, a class C stream in
subbasin 04-03-02 of the French Broad River Basin in accordance with the effluent limitations,
monitoring requirements, and other conditions set forth in Parts I, II, III and IV hereof.
This certificate of coverage takes effect September 30, 2016.
This Certificate of Coverage shall remain valid for the duration of the General Permit.
Signed this day September 30, 2016.
for S y Zimmerman, P.G.
erector, Division of Water Resources
By Authority of the Environmental Management Commission

pppppp�
T�
WDENR F �`
North Carolina Department of Environment and Natural Resources
Pat McCrory Donald R. van der Vaart
Governor Secretary
April 1, 2015
Ms. Jenn Shirk, Special Assets Analyst
HomeTrust Bank
320 Ridgefield Court
Asheville, NC 28806
SUBJECT: Compliance Evaluation Inspection
Former Medford Property
Single Family Residence Discharge System
Permit No: NCG551511
Henderson County -
Dear Ms. Shirk:
. Enclosed please find a copy of the Compliance Evaluation Inspection Report for the
inspection conducted on March 30, 2015.
This letter is to follow up on our recent conversation concerning the Subject permit. If
you have any questions regarding the Name/Ownership Change Form that was sent to you or the
past due permit fees, please do not hesitate to contact me at [phone]. Thank you for your
assistance.
Refer to the enclosed inspection report for additional observations and comments.
Sincerely,
Beverly Price
Environmental Specialist
Enclosure
cc: MSC 1617-Central Files -Basement
G:\WR\WQ\Henderson\Wastewat6r\GeneraINCG55 SFR\1511 Robert Medford\1511 CEI15.doc
2090 U.S. Hwy. 70, Swannanoa, North Carolina 28778
Phone: [phone] \ Internet: www.ncdenr.gov
An Equal Opportunity 1 Affirmative Action Employer — Made in part by recycled paper

I !7
United States Environmental Protection Agency
Form Approved.
EPA Washington, D.C. 20460
OMB No. 2040-0057
Water Compliance Inspection Report
Approval expires8-31-98
Section A: National Data System Coding (i.e., PCS)
Transaction Code NPDES yr/mo/day Inspection Type
Inspector FacType
1 IN 1 2 15 1 3 1 NCG551511 111 12 15/03/30 17
18 ICJ
19 L G j 201
211 1 1 1 I I 1 1 1 1 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
1 1 1 1 1
1 11 '1 1 1, 1 1 f6
Inspection Work Days Facility Self -Monitoring Evaluation Rating 61 QA
-----Reserved
6770 71 I I 72 L N G
LJ
73I I 174 751 III I I 1 180
I
Section B: Facility Data
Name and Location of Facility Inspected (For Industrial Users discharging to POTW, also include
Entry Time/Date
Permit Effective Date
POTW name and NPDES permit Number)
03:30PM 15/03/30
12/08/01
3033 Butler Bridge Road
3033 Butler Bridge Rd
Exit Time/Date
Permit Expiration Date
Mills River NC 28759
03:45PM 15/03/30
13/07/31
Name(s) of Onsite Representative(s)/Titles(s)/Phone and Fax Number(s)
Other Facility Data
Name, Address of Responsible Official/Title/Phone and Fax Number
Contacted
Robert J Medford,130 Woodcreek Cir Swannanoa NC 28778///
No
Section C: Areas Evaluated During Inspection (Check only those areas evaluated)
Other
Section D: Summary of Finding/Comments (Attach additional sheets of narrative and checklists as necessary)
(See attachment summary)
Name(s) and Signature(s) of Inspector(s) Agency/Office/Phone and Fax Numbers
Date
Beverly Price Division of Water Quality//828-296-4500i
/
Signature of Ma g ent Q A Reviewer. Agency/Office/Phone and Fax Numbers
Date
/
EPA Form 3560-3 (Rev 9- 94) Previous editions are obsolete.
Page# 1

NPDES yr/mo/day Inspection Type 1
31 NCQ551511 I11 12 15/03/30 17 18 I c I
Section D: Summary of Finding/Comments (Attach additional sheets of narrative and checklists as necessary)
This system was never built. HomeTrust Bank is now the owner of the property.
HomeTrust Contact Information:
Jenn Shirk, Special Assets Analyst
HomeTrust Bank
320 Ridgefield Court
Asheville, NC 28806
828-350-4814
Ms. Shirk is working on the ownership change/permit fee update/address reconciliation.
Page# 2

,NCDENR
North, Carolina Dopartment'd Environment and Natural.'Resources
Division of WaterResources
Pat MdCrory Donald R van dbr Vaaft
Governor WATEk,QUALITY PERMITTING SECTION' Secrebkry
y,
r
This form is far ownership changes or-nilime.changes of NPDES:Wastewater permits,.
"Permittb&' reFet00qes,jhe ekist1bg, permit holder
P "Apolic'anV - 1 references the entigplyins , for the ownershio/name change.
1. NPDES Permit No. (for which the chqnge,ij requested): 0
,or
Certiticate.6fCoverage G 5
It. Existing Permittee lnfbrmafion:
a. Permit issued,td (dom0ahy'paffi0-
b. Person legally -responsible for'pdrinit-
c. Facility name:
Re kit — i #W fed
'First Mi 'Last
Title.
Permit Holder Ma,iling Address
n 97"4- A16- 2k?7 q
,city State Zip
Phone Fax
d. Facility's°physical addr
ess;
Address
-Z-9 17V7,
City State Zip`
e. Facility contact person:
First / MI Last Phone
III, Applicant information:
a.' Request for thange is a result of 2"Changein ownership of t1w fhcili
Name change, of the, facility I . or owner
If 6ther please exyplaih:
b. 'Permit issued. to, (company name)- 844nk�l
c., Person-legd1ly responsible,156r,permit: f3reK-f
First MI Last
Title Permit Holder iMailing .Address-
City, 'State Zip,
(9W 35V -T&A
Phone E-mail Address
Pager of 2 Pevised 7/01/2701 , 4

Facility name: a6ol -f U)w &4!�Kq"�- P_ 0 ar,(
e. Facili,ty'§ physical address.'
Address
mqk fltve_,�-
aty. 'State Zip
f. 'Facility contact person: jenn, /k.
First ml Last.
Phone E-mail Address
IV: Will the permitted facility continue to conduct the same commerciallindustr I ial activities conducted prior to
this ownership or name=change?
Y08
No (please explain).
If applicable,the applicant c in c
§hall submit a�major perrhit-modifitcation request to DWR. A.major mbdification'shall be
defined as one4h,atincrealses the, volume, increases the pollutant load, results ,in ,asignificant re'tocation"of tile
disch q-ge point, orxesultsin a change in thc,characteristics of the, waste generated.
V. ReqbirWItems: THIS APPLICATION WILL BE RETURNED UNPROCESSED IF ITEMS ARE
INCOMPLETE OR MISSING "
I This completeduest
application,is required for both name change and/or q. ershipchange-rpq s.
1. Legal documentation of the ttahsf&r of ownership (such asrelevant pages of -a contract. deed, or 'a bill of sale) is
jE4it `redfbr an ownership change request. Articles-6f incorporation are not -sufficient f6r,ah,owiiership change,.
..,.-�M�!.icable.rbgulatj6ns: 40 CFR 122.41, 40 CFR 122'.61 and 15A NCAC,02H.0 1 F4
....... .... 444 .. .................... : ........ .......
The certifications below must be completed and,signed by both the permit holder prior to'tho change (Permitte6),,andthe.
ndw.applicant in the case. of an ownership change request,. For a name change request, the signed Applicant's Certification
is sufficient,
PERMITTER CERTIFICATION (Permit'holder prior to ownership change):
attest that this application for a,narne/ownership change has been reviewed and is accurate andcomplete to the'best'
of my knowledge. I understand that, if all required.parts of this application are not completed and that if all required
supporting information is not included; this application.package will be.returned.as incomplete.
-Signature:
Date
APPLICANT CERTIFICATION
Ij —& attest that this application for a name/ownership change, has-been reviewed and is accurate.afid, complete to -the best
of,my knowledge. I understand that if all required parts of this are,not completed and that if all required
-supporting information is not included,.this'application package will be returned as incomplete.
Signature Date,
PLEASE SEND THE COMPLETE APPLICATION PACKAGE TO:
DivWdn of Water Resources.
Water-ouality,Pdrmitting, Section,
1617 Mail Service Center
Raleighj North Carolina: 27699-1617
'NPDES PERMIT NAME/OWNERSHIP CHANGE REQUEST'
Page 24f 21 Revised 710112014

ATiZA
NCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory, Governor
August 20, 2015
L. Brent Allison
HomeTrust Bank, N.A.
P.O. Box 10
Asheville, NC 28802-0010
Donald R. van der Vaart, Secretary
Subject: General Permit NCG550000
3033 Butler Bridge Rd
Certificate of Coverage NCG551511
Henderson County
Dear Permittee:
The Division has reviewed and approved your request to transfer ownership of the subject Certificate
of Coverage (CoC). Therefore, the Division hereby issues NCG551511 under General Permit NCG550000. It
is issued pursuant to the requirements of North Carolina General Statue 143-215.1 and the Memorandum of
Agreement between North Carolina and the US Environmental Protection agency dated October 15, 2007 [or
as subsequently amended].
If any parts, measurement frequencies or sampling requirements contained in this General Permit
are unacceptable ;to you, you have the right to request an individual permit by submitting an individual
permit application. Unless such demand is made, the certificate of coverage shall be final and binding.
Please take notice that this Certificate of Coverage is not transferable except after notice to the
Division. The Division may require modification or revocation and reissuance of the certificate of coverage.
Contact the Asheville Regional Office prior to any sale or transfer of the permitted facility.
Regional Office staff will assist you in documenting the transfer of this CoC
This permit does not affect the legal requirements to obtain any other State, Federal, or Local
governmental permit that may be required. If you have any questions concerning the requirements of the
General Permit, please contact Charles Weaver of the NPDES staff [919 807-6391 or
charles. weaver@ncdenr. gov].
inc -ely,
or S. Jay Zimmerman, Director
Division of Water Resources
cc: tAahe:y lle'�Pegzonal7olffice
NPDES file
1617 Mail Service Center, Raleigh, North Carolina 27699-1617 512 North Salisbury Street, Raleigh,
Phone: [phone] / FAX [phone] / Internet: www.ncwaterquality.org
RECO ED
Division of water Resources
SEP 1 0 2015
pr otiality Regional Operations
Carob a 2�4 "�
Asheville Regional C:,1'ic0
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/101/o Post Consumer Paper

STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER RESOURCES
GENERAL PERMIT NCG550000
CERTIFICATE OF COVERAGE NCG551511
DISCHARGE OF DOMESTIC WASTEWATER FROM SINGLE FAMILY RESIDENCES AND
OTHER 100% DOMESTIC DISCHARGES WITH SIMILAR CHARACTERISTICS UNDER THE
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
In compliance with the provision of North Carolina General Statute 143-215.1, other lawful standards and
regulations promulgated and adopted by the North Carolina Environmental Management Commission, and
the Federal Water Pollution Control Act, as amended, the
HomeTrust Dank, N.A.
is hereby authorized to discharge <1000 gallons per day of domestic
facility located At
3033 Butler Bridge Rd
Mills River ebiO
Henderson County �'—
to receiving waters designated as an unnamed tributary to McDowell l rC u,_ Mass C stream in
subbasin 04-03-02 of the French Broad River Basin in accordance with the effluent limitations,
monitoring requirements, and other conditions set forth in Parts I, II, III and IV hereof.
This certificate of coverage takes effect August 20, 2015.
This Certificate of Coverage shall remain valid for the duration of the General Permit.
Signed this day August 20, 2015
i
s for &KXy Zimmerman, Director
Division of Water Resources
By Authority of the Environmental Management Commission

Price, Bev
From: Price, Bev
Sent: Tuesday, March 31, 2015 2:31 PM
To: 'Jenn Shirk'
Subject: RE: Certificate of Coverage(COC) NCG551511 (Butler Bridge Road Property)
Hey Jenn,
I left you a voicemail so disregard it when you get back... forgot that you would be checking e-mail. Anyway, this is just
an FYI. I'm sending you an inspection letter regarding NCG551511. Basically it will just reiterate what we have been
discussing (ownership change, permit fees, etc.,). This is part of our normal inspection process. Just let me know if you
have any questions.
Thanks,
Bev
Bev Price - [e-mail]
DENR - Division of Water Resources
Water Quality Regional Operations Section
Asheville Regional Office
2090 U.S. 70 Highway
Swannanoa, NC 28778
Tel: [phone]
Fax: [phone]
Notice: E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and
may be disclosed to third parties.
From: Jenn Shirk [mailto:Jenn.ShirkCabhometrustbankingQcom]
Sent: Thursday, March 26, 2015 10:14 AM
To: Price, Bev
Subject: RE: Certificate of Coverage(COC) NCG551511 (Butler Bridge Road Property)
Hey Bev,
I just wanted to let you know I received this. I am working on the paperwork, but it could be until the week of April 6th
before I have everything finalized. I will be going out of town starting this Saturday until Monday the 6th and everything
that could be high priority seems to have culminated in my lap. I just wanted to make sure you are aware and I am
working on it.
If you have any questions or concerns, please email me. I will have email access during my time out of the office and will
be checking it daily.
Thank you,.
Jenn
Jenn Shirk
Special Assets Analyst
HomeTrust Bank
I

320 Ridgefield Court
Asheville, NC 28806
8283504814
y °°`et
BETTER HomeTrustBank
From: Price, Bev [mailto:[e-mail]]
Sent: Thursday, March 19, 2015 1:27 PM
To: Jenn Shirk
Subject: Certificate of Coverage(COC) NCG551511 (Butler Bridge Road Property)
Jenn,
Thanks for taking the time to talk with me this morning. I have attached a Ownership Change Form as well as the last
Certificate of Coverage NCG551511 issued to Dr. Robert J. Medford. It looks like the COC was modified and the is
description is given. I don't have a copy of the approved drawing (signed 8-11-2011) referenced in paragraph one. I will
try to get this from our central office in Raleigh. As I mentioned this morning, this COC is for the property at 3033 Butler
Bridge Road which is different from the property records that I have accessed. The addresses should be reconciled..
The overdue fees total $180 for years 2012, 2013 & 2014 according to our database.
Take a look and call me if you have any questions. Thanks again.
Bev
Bev Price - [e-mail]
DENR - Division of Water Resources
Water Quality Regional Operations Section
Asheville Regional Office
2090 U.S. 70 Highway
Swannanoa, NC 28778
Tel: [phone]
Fax: [phone]
Notice: E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and
may be disclosed to third parties.
This email and any files transmitted with it are confidential, and/or privileged, and intended solely for the use of the
recipient(s) to whom they are addressed. If you are not the intended recipient, please be advised that any review,
dissemination, distribution or copying of this message is strictly prohibited. If you have received this email in error,
please notify the sender by reply email, and delete the message from your system. Email transmission cannot be
guaranteed to be secure or error -free. The sender accepts no liability for any errors, omissions, viruses, or views
expressed in this email.

Price, Bev
From: Jenn Shirk <[e-mail]>
Sent: Thursday, March 26, 2015 10:14 AM
To: Price, Bev
Subject: RE: Certificate of Coverage(COC) NCG551511 (Butler Bridge Road Property)
Follow Up Flag: Follow up
Flag Status: Flagged
Hey Bev,
I just wanted to let you know I received this. I am working on the paperwork, but it could be until the week of April 6th
before I have everything finalized. I will be going out of town starting this Saturday until Monday the 6th and everything
that could be high priority seems to have culminated in my lap. I just wanted to make sure you are aware and I am
working on it.
If you have any questions or concerns, please email me. I will have email access during my time out of the office and will
be checking it daily.
Thank you,
Jenn
Jenn Shirk
Special Assets Analyst
HomeTrust Bank
320 Ridgefield Court'
Asheville, NC 28806:
828 350 4814 '
-�-aa
BETTER flomeTrustBank
From: Price, Bev [mailto:[e-mail]]
Sent: Thursday, March 19, 2015 1:27 PM
To: Jenn Shirk
Subject: Certificate of Coverage(COC) NCG551511 (Butler Bridge Road Property)
Jenn,
Thanks for taking the time to talk with me this morning. I have attached a Ownership Change Form as well as the last
Certificate of Coverage NCG551511 issued to Dr. Robert J. Medford. It looks like the COC was modified and the is
description is given. I I don't have a copy of the approved drawing (signed 8-11-2011) referenced in paragraph one. I will
try to get this from o1ur central office in Raleigh. As I mentioned this morning, this COC is for the property at 3033 Butler
Bridge Road which is different from'the property records that I have accessed. The addresses should be reconciled.
The overdue fees total $180 for years 2012, 2013 & 2014 according to our database.
i
Take a look and call T e if you have any questions. Thanks again.
Bev

Bev Price - [e-mail]
DENR - Division of Water Resources
Water Quality Regional Operations Section
Asheville Regional Office
2090 U.S. 70 Highway
Swannanoa, NC 28778
Tel: [phone]
Fax: [phone]
Notice: E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and
may be disclosed to third parties.
This email and any files transmitted' with it are confidential, and/or privileged, and intended solely for the use of the
recipient(s) to whom they are addressed. If you are not the intended recipient, please be advised that any review,
dissemination, distribution or copying of this message is strictly prohibited. If you have received this email in error,
please notify the sender by reply email, and delete the message from your system. Email transmission cannot be
guaranteed to be secure or error -free. The sender accepts no liability for any errors, omissions, viruses, or views
expressed in this email.

Price, Bev
From: Price, Bev
Sent: Thursday, March 19, 2015 1:27 PM
To: '[e-mail]'
Subject: Certificate of Coverage(COC) NCG551511 (Butler Bridge Road Property)
Attachments: 03192015125049-butler bridge rd.pdf; Name-Ownerership-Change-Form-20150122-DWR-
SWP-NPDES.docx
Jenn,
Thanks for taking the time to talk with me this morning. I have attached a Ownership Change Form as well as the last
Certificate of Coverage NCG551511 issued to Dr. Robert J. Medford. It looks like the COC was modified and the is
description is given. I don't have a copy of the approved drawing (signed 8-11-2011) referenced in paragraph one. I will
try to get this from our central office in Raleigh. As I mentioned this morning, this COC is for the property at 3033 Butler
Bridge Road which is different from the property records that I have accessed. The addresses should be reconciled.
The overdue fees total $180 for years 2012, 2013 & 2014 according to our database.
Take a look and call me if you have any questions. Thanks again.
Bev
Bev Price - [e-mail]
DENR - Division of Water Resources
Water Quality Regional Operations Section
Asheville Regional Office
2090 U.S. 70 Highway
Swannanoa, NC 28778
Tel: [phone]
Fax: [phone]
Notice: E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and
may be disclosed to third parties.

A*4
RCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality Dee Freeman
Beverly Eaves Perdue Coleen H. Sullins ,5 4 Secretary
Governor Director
September 6, 2011
Dr. Robert J. Medford
130 Woodcreek Circle
Swannanoa, NC 28778
Subject: Permit Modification
General Permit No. NCG550000
Certificate of Coverage NCG551;
3033 Butler Bridge Road
Henderson County
Dear Dr. Medford:
G ) �
SEP 19 2011 i
WATER QUALITY SECTION
ASHEVILLE RDSiONAL OFFICE
k, y:
General Permit Coverage. In accordance with your application for discharge, the Division is modifying the subject
Certificate of Coverage to discharge under the subject state-NPDES general permit. This permit is issued pursuant to the
requirements of North Carolina General Statue 143-215.1 and the Memorandum of Agreement between North Carolina
and the US Environmental Protection agency dated October 15, 2007 (or as subsequently amended).
The following information is included with your permit package:
• A copy of the Certificate of Coverage for your treatment facility
• A copy of General Wastewater. Discharge Permit NCG550000
• A copy of a Technical Bulletin for General Wastewater Discharge Permit NCG550000
• A copy of the approved drawing signed (8-17-2011)
• Engineer's Certification to be completed and returned.
If any parts, measurement frequencies or sampling requirements contained in this general permit are unacceptable to
you, you have the right to request an individual permit by submitting an individual permit application. Unless such demand
is made, the certificate of coverage shall be final and binding. Please note that you must maintain and operate this
treatment system to meet all water -quality standards. Maintenance activities must include proper inspection, cleaning
and/or replacement of UV bulbs, utilized in the Ultraviolet Disinfection Unit, according to manufactures protocols.
Documentation of all maintenance activities must be kept on file by the owner.
This Certificate of Coverage is not transferable except after notice to the Division of Water Quality. If this
property is sold both the seller and new owner must complete and submit a "Change of Ownership" form which
is available on the Division of Water Quality website. The Division may require modification or revocation and
reissuance of the Certificate of Coverage. This permit does not affect the legal requirements to obtain other permits which
may be required by the Division of Water Quality or permits required by the Division of Land Resources, Coastal Area
Management Act or any other Federal or Local governmental permit that may be required.
Authorization to Construct Permit. In accordance with your application to modify the treatment system for discharge,
the Division is authorizing the construction of a single pass gravity feed sandfilter wastewater treatment system to treat
360 GPD of domestic wastewater for a Single family residence. This new single pass sand filter system will utilize gravity -
feed elevations to eliminate the need for pumping of wastewater. Treated effluent shall be routed to a rip rap cascade

apron for post treatment aeration with a discharge of treated wastewater into an unnamed tributary to McDowell Creek,
classified C waters in the French Broad River Basin.
All elbow piping must be of the long sweeping type. It is recommended that cleanouts be installed between the houso and
septic tank at the transition points, elbows, as well as any transition point in the 4 inch gravity line. This system must be at
least 15 feet from the dwelling foundation, 50 feet from the property lines and at least 100 feet from water supply wells on
and off the site. The system must also be constructed and located above a 100 year flood.
This Authorization to Construct permit is issued in accordance with Part III, Paragraph 2 of NPDES Permit No.
NCG550000, and shall be subject to revocation unless the wastewater treatment facilities are constructed in accordance
with the conditions and limitations specified in Permit No. NCG550000. In the event that the facilities fail to perform
satisfactorily, including the creation of nuisance conditions, the Permittee shall take immediate corrective action, including
those as may be required by this Division, such as the construction of additional or replacement wastewater treatment or
disposal facilities. 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.
Upon completion of construction and prior to operation of this permitted facility, an Engineer's Certification must be
received certifying that the permitted facility has been installed in accordance with the NPDES Permit, the Certificate of
Coverage, this Authorization to Construct and the approved plans and specifications. A leakage test shall be performed
on the septic tank and dosing tank to insure that any exfiltration occurs at a rate which does not exceed twenty (20)
gallons. per twenty-four (24) hour per .1,000 gallons of tank capacity. The Engineer's Certification will serve as proof of
compliance with this condition. Mail the completed Engineer's Certification to the NPDES Unit, 1617 Mail Service Center,
Raleigh, NC 27699-1617.
A copy of the approved plans and specifications shall be maintained on file by the Permittee for the life of the facility.
NPDES Permit Contact. If you have any questions concerning the requirements of this permit, please contact Bob
Guerra at telephone number 919/ 807-6387 or email bob.guerra(a),ncdenr.gov.
Incer ly,
r _
Coleen H. Sullins
cc: NPDES General Permit Files
sheville Regional _O_ffce; SurfaceW_ater -Protection, Keith Haynes
Henderson-County`Health Department
1617 Mail Service Center, Raleigh, North Carolina 27699-1617 One
Location: 512 N. Salisbury St. Raleigh, North Carolina 27604 Nortth'C/r�"�/arolina
Phone: 91 M07-63871 FAX: [phone] Customer Service: 1-877-623-6748 �ll l tK
Internet: www.ncwaterquality.org N i/
An Equal Opportunity, Affirmative Action Employer

Robert J. Medford SFR WWTP
3033 Butler Bridge Road, Henderson County
Facility
Location
'1� .---
Latitude: 35' 24' 43" N State Grid: Skyland
not to scale
.. fa.
Longitude: 82° 33' 40" W Permitted Flow: 360 GPD
Receiving Stream: UT to McDowell Creek Stream Class: C
]�% ]�
NPDES Permit No. NCG551511
Drainage Basin: French Broad River Sub -Basin: 04-03-02
1 Y o rt/ G
Henderson County

STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
CERTIFICATE OF COVERAGE NCG551511
GENERAL PERMIT NO. NCG550000
TO DISCHARGE DOMESTIC WASTEWATERS FROM SINGLE FAMILY RESIDENCES AND OTHER DISCHARGES WITH
SIMILAR CHARACTERISTICS UNDER THE
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
In compliance with the provision of North Carolina General Statute 143-215.1, other lawful standards and regulations
promulgated and adopted by the North Carolina Environmental Management Commission, and the Federal Water
Pollution Control Act, as amended,
Dr. Robert J. Medford
is hereby authorized to construct and operate a Single pass gravity feed Sand Filter wastewater treatment facility
consisting of a septic tank, two sand filters, Chlorination / Dechlorination, Chlorine contact chamber, cascade aerator and
associated appurtenances, with the discharge of treated domestic wastewater from a facility located at the
3033 Butler Bridge Road
Mills River, NC
Henderson County
toreceiving waters designated as an unnamed tributary to McDowell Creek, classified C waters, in the French Broad
River Basin in accordance with the effluent limitations, monitoring requirements, and other conditions set forth in Parts I,
II, III and IV of General Permit NCG550000 as attached.
This certificate of coverage shall become effective September 6, 2011.
This Certificate of Coverage shall. remain in effect until the General Permit expires July 31, 2012.
Signed this day September 6, 2011. f
L-
Co� . Sullins, Director
DiVlsion of Water Quality
By Authority of the Environmental Management Commission

fJRO
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue
Governor
Douglas & Sarah Pinner
18 West View Lane
Weaverville, NC 28797
i
Dear Permittee:
Coleen H. Sullins
Director
September 13, 2010
Subject: General Permit No. NCG550
Certificate of Coverage NCG
3033 Butler Bridge Road
Henderson County
Dee Freeman
Secretary
1
SEP 202010 i
D WATER QUALITY SECTION
1 glMSHEVIL.LF_ REGIONAL OFFICE
General Permit Coverage. In accordance with your application for discharge, the Division is forwarding herewith the
subject Certificate of Coverage to discharge under the subject state-NPDES general permit. This permit is issued
pursuant to the requirements of North Carolina General Statue 143-215.1 and the Memorandum of Agreement between
North Carolina and the US Environmental Protection agency dated October 15, 2007 (or as subsequently amended).
The following information is included with your permit package:
• A copy of the 'Certificate of Coverage for your treatment facility
• A copy of General Wastewater Discharge Permit NCG550000
• A copy of a Technical Bulletin for General Wastewater Discharge Permit NCG550000
• A copy of the approved drawing signed (6-15-2010)
• Engineer's Certification to be completed and returned.
If any parts, measurement frequencies or sampling requirements contained in this general permit are unacceptable to
you, you have the right to request an individual permit by submitting an individual permit application. Unless such demand
is made, the certificate of coverage shall be final and binding. Please note that you must maintain and operate this
treatment system to meet all water -quality standards. Maintenance activities must include proper. inspection, cleaning
and/or replacement of UV bulbs, utilized in the Ultraviolet Disinfection Unit, according to manufactures protocols.
Documentation of all maintenance activities must be kept on file by the owner.
This Certificate of Coverage is not transferable except after notice to the Division of Water Quality. If this
property is sold both the seller and new owner must complete and submit a "Change ofOwnership°' form which
is available .on the (Division of Water Quality website. The Division may require modification or revocation and
reissuance of the Certificate of Coverage. This permit does not affect.the legal requirements to obtain other permits which
may be required by the Division of Water Quality or permits required by the Division of Land Resources, Coastal Area
Management Act or any other Federal or Local governmental permit that may be required.
Authorization to Construct Permit. In accordance with your application for discharge, the Division is also authorizing
the construction of a new wastewater treatment discharge system to treat 360 GPD of domestic wastewater for a Single
family residence. This system will consist of a collection system from the residence, one (1) new 1,000 gallon septic tank
with a slotted Orenco 4" Biotube effluent filter and access ports, one (1) 1,000 gallon Recirculation tank, one (1) 8ft x 9ft x
38 inch recirculating sand filter; and Ultraviolet Disinfection Unit ( "The Disinfector") with control panel and degradation

unit. Treated effluent shall be routed to a rip rap cascade apron for post treatment aeration with a discharge of treated
wastewater into an unnamed tributary -to McDowell, Creek, classified C�waters in the French, Broad Riyer Basin.
All elbow piping must be of the long sweeping type. It is recommended that cleanouts be installed between the house and
septic tank at the transition points, elbows, as well as any transition point in the 4 inch gravity line. This system must be at
least 15 feet from the dwelling foundation, 50 feet from the property lines and at least 100 feet from water supply wells on
and off the site. The system must also be constructed and located above a 100 year flood.
This Authorization to Construct permit is issued in accordance with Part III, Paragraph 2 of NPDES Permit No.
NCG550060, and shall be subject to revocation unless the wastewater treatment facilities are constructed in accordance
with the conditions and limitations specified in Permit No. NCG550000. In the event that the facilities fail to perform
satisfactorily, including the creation of nuisance conditions, the. Permittee shall take immediate corrective action, including
those as may be required by this Division, such as the construction of additional or replacement wastewater treatment or
disposal :facilities. ' 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.
It is recommended that a Deed Notation be made indicating the existence of this NPDES Discharge Permit and a copy of
said Deed Notation be forwarded to the Asheville Regional; Office with ten (10) days of completion. The Asheville
Regional Office, telephone number 828/ 296-4500, 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 completion of construction and prior to operation of this permitted facility. an, Engineer's Certification must be
received certifying that the permitted facility has been installed in accordance with the NPDES Permit; the Certificate of
Coverage, this Authorization to Construct and the approved plans and specifications. A leakage test shall be performed
on the septic tank and dosing tank to insure that any exfiltration occurs at a rate which does not exceed twenty (20)
gallons per twenty-four (24) hour per 1,000 gallons of tank capacity. The Engineer's Certification will serve as proof of
compliance with this condition. Mail the completed Engineer's Certification to the NPDES Unit, 1617 Mail Service Center,
Raleigh, NC 27699-1617.
A copy of the -approved plans and specifications shall be maintained on file by the Permittee for the life of the facility.
NPDES Permit Contact. If you have any questions concerning the requirements of this permit, please contact Bob
Guerra at telephone number 919/ 807-6387 or email bob. guerra(aD-ncdenr.gov.
w z ,. ,
cc:
Sincerely,
oleen H. Sullins
kor
Central Files
NPDES General Permit Files
Asp ewe`-Fteg of maLO-ffL-ce" u ace.`. -.ate' P- ot'ecti`
Henderson County Health Department
Piedmont Design Associates, P.A.
Suite 101 Westfield Center
125 East Plaza Drive -
Mooresville, NC 28115
. . . r I n 4' . s . c s .i ,. o
1617 Mail Service Center, Raleigh, North Carolina 27699-1617
Location: 512 N. Salisbury St. Raleigh, North Carolina 27604
Phone: [phone] FAX: [phone] l Customer Service:1-877=623-6748
Internet: www.ncwaterquality.org .
An Equal Opportunity V Affirmative Action Employer
NorthCarolina
Naturallff

STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER .QUALITY
CERTIFICATE OF COVERAGE NCG551511
GENERAL PERMIT NO. NCG550000
TO DISCHARGE DOMESTIC WASTEWATERS FROM SINGLE FAMILY RESIDENCES AND OTHER DISCHARGES WITH
SIMILAR CHARACTERISTICS UNDER THE
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
In compliance with the provision of North Carolina General Statute 143-215.1, other lawful standards and regulations
promulgated and adopted by the North Carolina Environmental Management . Commission, and the Federal Water
Pollution Control Act, as amended,
Douglas & Sarah Pinner
is hereby authorized to construct and operate a Recirculating Sand Filter wastewater treatment facility consisting of a
septic tank, recirculating tank, primary filter, UV Disinfection, rip rap aeration, associated appurtenances, with the
discharge of treated domestic wastewater from a facility located at the
3033 Butler Bridge Road
Mills River, NC
Henderson County
to receiving waters. designated as an unnamed tributary to McDowell Creek, classified C waters, in the French Broad
River Basin in accordance with the effluent limitations, monitoring requirements, and other conditions set forth in Parts I,
II, III and IV of General Permit NCG550000 as attached.
This certificate of coverage shall become effective September, 13, 2010.
This Certificate of Coverage shall remain in effect until the Generat Permit expires July 31, 2012.
Signed this day September 13, 2010.
%"Coleen H. Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission

Douglas & Sarah Pinner SFR WWTP
3033 Butler Bridge Road, Henderson County
Latitude: 35° 24' 43" N State Grid: Skyland
Lon¢itude:_rr,_, _,82° 33_..40", W __ Permitted Flow: 360 GPD
Receiving Stream: UT to. McDowell Creek ' Stream Class: C
Drainage Basin: French Broad River Sub -Basin: 04-03-02
Facility
ILocation
not to scale
r
North
NPDES Permit No. NCG551511
Henderson County

Beverly Eaves Perdue
Governor
A7i"LA.
WDENR ^
North Carolina Department of Environment dJN; .N.i
Division of Water Quality r `` .
Coleen H. Sullins
Director
re, ban
cr4ry
J }
JURJ — 6 2011
May 31, 2011 __l
"... -TION
Dr. Robert J. Medford WATER QUALITY SEA
cG10NAL OFFICE t.
pSt;EVILLE R'
130 Woodcreek Circle
Swannanoa, NC 28778
wxr
Subject: Ownership Change Notification
General Permit No. NCG550000
Certificate of Coverage NCG551511
3033 Butler Bridge Road
Henderson County
Dear Dr. Medford:
General Permit Coverage. In accordance with your application for discharge, the Division is forwarding herewith the
subject Certificate of Coverage to discharge under the subject state-NPDES general permit. This permit is issued
pursuant to the requirements of North Carolina General Statue 143-215.1 and the Memorandum of Agreement between
North Carolina and the US Environmental Protection agency dated October 15, 2007 (or as subsequently amended).
The following information is included with your permit package:
• A copy of the Certificate of Coverage for your treatment facility
• A copy of General Wastewater Discharge Permit NCG550000
• _ A copy of a Technical Bulletin for General Wastewater Discharge Permit NCG550000
• A copy of the approved drawing signed (6-15-2010)
• Engineer's Certification to be completed and returned.
If any parts, measurement frequencies or sampling requirements contained in this general permit are unacceptable to
you, you have the right to request an individual permit by submitting an individual permit application. Unless such demand
is made, the certificate of coverage shall be final and binding. Please note that you must maintain and operate this
treatment system to meet all water -quality standards. Maintenance activities must include proper inspection, cleaning
and/or replacement of UV bulbs, utilized in the Ultraviolet Disinfection Unit, according to manufactures protocols.
Documentation of all maintenance activities must be kept on file by the owner.
This Certificate of Coverage is not transferable except after notice to the Division of Water Quality. If this
property is sold both the seller and new owner must complete and submit a "Change of Ownership" form which
is available on the Division of Water Quality website. The Division may require modification or revocation and
reissua.nce of the Certificate of Coverage. This permit does not affect the legal requirements to obtain other permits which
may be required by the Division of Water Quality or permits required by the Division of Land Resources, Coastal Area
Management Act or any other Federal or Local governmental permit that may be required.
Authorization to Construct Permit. In accordance with your application for discharge, the Division is also authorizing
the construction of a new wastewater treatment discharge system to treat 360 GPD of domestic wastewater for a Single
family residence. This system will consist of a collection system from the residence, one (1) new 1,000 gallon septic tank
with a slotted Orenco 4" Biotube effluent filter and access ports, one (1) 1,000 gallon Recirculation tank, one (1) 8ft x 9ft x
38 inch recirculating sand filter, and Ultraviolet Disinfection Unit ( "The Disinfector") with control panel and degradation

unit. Treated effluent shall be route a rip yap cascade apron for post treatn aeration with a di:
wastewater into an unnamed tributa , McDowell Creek, classified C waters in t_ _ _-rench Broad River
All elbow piping must be of the long sweeping type. It is recommended that cleanouts be installed betw(
septic tank at the transition points, elbows, as well as any transition point in the 4 inch gravity line. This ),bLUI I I I I Huai UV aL
least 15 feet from the dwelling foundation, 50 feet from the property lines and at least 100 feet from water supply wells on
and off the site. The system must also be constructed and located above a 100 year flood.
This Authorization to Construct permit is issued in accordance with Part III, Paragraph 2 of NPDES Permit No.
NCG550000, and shall be subject to revocation unless the wastewater treatment facilities are constructed in accordance
with the conditions ;and limitations specified in Permit No. NCG550000. In the event -that the facilities fail to perform
satisfactorily, including the creation of nuisance conditions, the Permittee shall take immediate corrective action, including
those as may be required by this Division, such as the construction of additional or replacement wastewater treatment or
disposal facilities. 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.
It is recommended that a Deed Notation be made indicating the existence of this NPDES Discharge Permit and a copy of
said Deed Notation be forwarded to the Asheville Regional; Office with ten (10) days of completion. The Asheville,
Regional Office, telephone number 828/ 296-4500, 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 completion of construction and prior to operation of this permitted facility, an Engineer's Certification must be
received certifying that the permitted facility has been installed in accordance with the NPDES Permit, the Certificate of
Coverage, this Authorization to Construct and the approved plans and specifications. A leakage test shall be performed
on the septic tank and dosing tank to insure that any exfiltration occurs at a rate which does not exceed twenty (20)
gallons per twenty-four (24) hour per 1,000 gallons of tank capacity. The Engineer's Certification will serve as proof of
compliance with this condition. Mail the completed Engineer's Certification to the NPDES Unit, 1617 Mail Service Center,
Raleigh, NC 27699-1617.
A copy of the approved plans and specifications shall be maintained on file by the Permittee for the life of the facility.
NPDES Permit Contact. If you have any questions concerning the requirements of this permit, please contact Bob
Guerra at telephone number 919/ 807-6387 or email bob.qu rrr �a ncdenr.gov.
Iy�
H. Sullins
cc: Central Files
NPDES General Permit Files
_eglonal'Offi� Ca Surface Water,-Protectiioon
Henderson County Health Department
1617 Mail Service Center, Raleigh, North Carolina 27699-1617
Location: 512 N. Salisbury St. Raleigh, North Carolina 27604
Phone: [phone] \ FAX: [phone] \ Customer Service:1-877-623-6748
Internet: www.ncwaterquality.org
An Equal Opportunity \ Affirmative Action Employer
Nne
orthCarolina
Naturally

FATE OF NORTH -CAROLINA
EPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
CERTIFICATE OF COVERAGE NCG551511
GENERAL PERMIT NO. NCG550000
TO DISCHARGE DOMESTIC WASTEWATERS FROM SINGLE FAMILY RESIDENCES AND OTHER DISCHARGES WITH
SIMILAR CHARACTERISTICS UNDER THE 1., ,
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,
Dr. Robert J. Medford
is hereby authorized t&construct and operate.a Recirculating Sand Filter wastewater treatment facility consisting of a
septic tank, recirculating tank, primary filter, UV Disinfection, rip rap aeration, associated appurtenances, with.the
discharge of treated domestic wastewater from a facility located at the
3033 Butler Bridge Road
Mills River, NC
Henderson County
to receiving waters designated as an unnamed tributary to McDowell Creek, classified C waters, in the French Broad
River Basin in accordance with the effluent limitations, monitoring requirements, and other conditions set forth in Parts I,
II, III and IV of General Permit NCG550000 as attached.
This certificate of coverage shall become effective May 31, 2011.
This Certificate of Coverage shall remain in effect until the General Permit expires July 31, 2012.
Signed this day May 3:1, 2011.
een H. Sullins, Director �^
ivision of Water Quality
By Authority of the Environmental Management Commission

Dr Robert J. Medford
NCG551511
Henderson County
NCG551511
Engineer's Certification
Engineer's Certification
I, , as a duly registered Professional Engineer in the State of North Carolina,
having.been authorized to observe (daily, full time) the construction of the
proj ect,
Project Name Location
for the
Permittee hereby state that, to the best of my abilities, due care and diligence was used in the observation of the
construction such that the construction was observed to be built in accordance and compliance with the
approved plans and specifications of the Authorization to Construct and Certificate of Coverage issued by the
Division of Water Quality.
Signature
Date
Registration No.
[Any person who knowingly makes any false statement, representation, or certification in any application,
record, report, plan or other document filed 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 $10,000, 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
$10,000 or imprisonment not more than 5 years, or both, for a similar offense.)]

�� � ' � it � ''�� • f
Robert J. Medford SFR WWTP
3033 Butler Bridge Road, Henderson County
Latitude: 35' 24' 43'i N State Grid: Skyland
Longitude: 82° 33' 4V W Permitted Flow:, 360 GPD
Receiving Stream; UT to McDowell Creek Stream Class: C
Drainage Basin: French Broad River Sub -Basin: 04-03-02
f 't
Facility
Location
not to scale
North NPDES Permit No. NCG551511
L-IHenderson County

ppppppp
A
LA..
NCDENR
G4R U- D�Ew OF
Fx1AmNMENT ANO NATUP.AI.. RF.9QI^icra
Division of Water Quality / Water Quality Section
National Pollutant Discharge Elimination System
NOTICE OF INTENT - NCG550000
FOR AGENCY USE ONLY
Date Received
Year
I Month
Da
D )
1 0
Certificate of Coverage
NCG
Check # Amount
Pe it Assigned toI
National Pollutant Discharge Elimination System application for coverage under General Permit
NCG550000: Single Family Domestic Units and/or facilities discharging less than 1000 gallons per
day of domestic wastewater and similar point source discharges
(Please print or type)
1) Region contact (Please note: This application will be returned if you have not met with a
representative from the appropriate regional office):
Please, list the NCDENR Regional Office representative(s) with whom you have met:
Name:, Keith Havnes Date: June 24, 2010
2) Mailing address of owner/operator:
Owner Name Douglas and Sarah Pinner
Street Address 18 West View Lane
City Weaverville State NC ZIP Code 28797
Telephone No. (Home) ( 8 2 8) 7 7 9- 6 0 2 3 (Work) ( )
" Address to which all permit correspondence will be mailed
3) Location of facility producing discharge:
Street Address 3033 Butler Bridge Road
City Mills River State NC ZIP Code 28759
County Henderson
Telephone No. ( 828 ) 779-6023
4) Physical location information:
Please provide a narrative description of how to get to the facility (use street names, state road
numbers, and distance and direction from a roadway intersection).
I-26 south from Asheville, take exit 40 & TR on Airport Road (280) south
5) This NPDES permit application applies to which of the following:
X❑ New or Proposed (system not yet constructed)
❑ Existing (system fully constructed); If previously permitted by local or county health department,
please provide the permit number and issue date
❑ Modification (existing system with proposed changes); please describe the nature of the
modification: 0 �
6) Description of Discharge: AUG 2 7 2010
a) Amount of wastewater to be discharged:
®ENR-�fv�XI Cdlfr�
Number of bedrooms 3 x 120 gallons per bedroom = 360 gal opsrwei Ott e e
Page 1 of 3 07/07
I

NCG550000 N.O.I.
b) Type of facility producing waste (please check one):
® Primary residence ❑ Vacation/second home
❑ Other:
7) Please check the components that comprise the wastewater treatment system:
® Septic tank ❑X Dosing tank(Recirc) X❑ Recirculating sand filter(s)
❑ Primary sand filter ❑ Secondary sand filter X❑ Other form of disinfection
❑ Chlorination ❑ Dechlorination ❑X Post Aeration (specify type)
8) Receiving waters:
UV Disinfection
Cascade
a) What is the name of the body or bodies of water (creek, stream, river, lake, etc.) that the facility
wastewater discharges end up in? Unnamed Tributary
b) Stream Classification (if known): Unknown
9) Application Requirements:
Applications for new/proposed facilities (unbuilt) should include the following:
❑X An original letter and two (2) copies requesting a general permit and Authorization to Construct (ATC).
X❑ A signed and completed original and two copies of this Notice of Intent application.
X❑ A check or money order for the permit fee of $60.00 made payable to NCDENR.
® Letter from the county health department evaluating the proposed site for all types of ground
absorption and innovative non -discharge systems. Document the repair potential of the failed system.
® An evaluation of the possibility of connecting to a regional sewer system (approximate distance & cost
to connect).
X❑ A 7Q10 flow estimate at the proposed wastewater discharge point from the US Geological Survey
(919- 571-4000)
X1 Three sets of plans and specifications of proposed treatment system. Please note that a Professional
Engineer (P.E.) will be required to certify all new systems.
X❑ The following setbacks must be met for all new facilities (15A NCAC 02T .0506(b)).
o Any private or public water supply source - 100 ft
o Surface Waters - 50 ft
o Any habitable residence under separate ownership or not to be maintained as part of
project site - 100 ft
o Any property line - 50 ft
o Any well with exception of monitoring wells - 100 ft
Applications for existing (permitted or unpermitted) facilities requiring modifications should
include the following:
❑ An original letter and two (2) copies requesting a general permit (if the system is unpermitted)
and/or an Authorization to Construct (ATC).
❑ A signed and completed original and two copies of this Notice of Intent Application.
❑ A check or money order for the permit fee of $60.00 made payable to NCDENR (not required for
currently permitted systems).
❑ Three sets of plans and specifications of the proposed treatment system. Please note that a
Professional Engineer (P.E.) will be required to certify all modifications other than the addition of
chlorination/dechlorination.
❑ Invoice showing the septic tank has been pumped and serviced within the last 12 months (only
when existing septic tank will be used)
Page 2 of 3 7/07

pppppppp-
NCG550000 N.O.I.
Applications for existing (unpermitted) facilities with no proposed modifications should include
the following:
❑ An original letter and two (2) copies requesting a general permit.
❑ A signed and completed original and two copies of this Notice of Intent Application.
❑ A check or money order for the permit fee of $60.00 made payable to NCDENR.
❑ Invoice showing the septic tank has been pumped and serviced within the last 12 months
10) Additional Application Requirements:
a) /f a consulting engineer is submitting this application:
M Please include documentation from the applicant showing that the engineer (or firm) has been
designated an authorized representative of the applicant.
X❑ Final plans for the treatment system must be signed and sealed by a North Carolina registered
Professional Engineer and stamped - "Final Design - Not released for construction".
❑X Final specifications for all major treatment components must be signed and sealed by a North
Carolina registered Professional Engineer and shall include a narrative description of the
treatment system to be constructed.
11) Certification:
I certify that I am familiar with the information contained in this application and that to the best of my
knowledge and belief such information is true, complete, and accurate.
Printed Name of Person Signing: Donald L . Munday, PE
Title: Prcyffessional Engineer & Authorized Representative of Applicant
(Signature of Applicant) ' (Date Signed)
North Carolina General Statute 143-215.6 b (i) provides that:
Any person who knowingly makes any false statement, representation, or certification in any
application, record, report, plan or other document filed or required to be maintained under Article 21
or regulations of the Environmental Management Commission implementing that Article, or who
falsifies, tampers with ,or knowingly renders inaccurate any recording or monitoring device or method
required to be operated or maintained under Article 21 or regulations of the Environmental
Management Commission implementing that Article, shall be guilty of a misdemeanor punishable by a
fine not to exceed $25,000, or by imprisonment not to exceed six months, or by both. (18 U.S.C.
Section 1001 provides a punishment by a fine of not more than $25,000 or imprisonment not more
than 5 years, or both, for a similar offense.)
Mail package to:
NPDES Permitting Program
Division of Water Quality
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
Phone: [phone]
The submission of this document does not guarantee the issuance of an NPDES permit
Page 3 of 3 7/07

TO: Compliance and Expedited Permitting
ATTENTION: Bob Guerra
DATE: September 10, 2010
NPDES STAFF REPORT AND RECOMMENDATION
HENDERSON COUNTY
PERMIT NUMBER NCG551511
PART I - GENERAL INFORMATION
1.
2.
3.
4.
5.
6.
7
N
Facility and Address: Pinner Property
3033 Butler Bridge Road
Mills River
Henderson County, NC 28759
Mailing: Douglas and Sarah Pinner
18 West View Lane
Weaverville, NC 38787
Date of Investigation
Report Prepared By:
August 31, 2010
Keith Haynes
Persons Contacted and Telephone Number: Doug Pinner 828-779-6023
Directions to Site: Hwy 280 to Butler Bridge Road on right, site is 0.40 miles on left.
Discharge Point(s), List for all discharge points:
Latitude: N 350 24' 42.99" Longitude: W 82' 33' 39.98"
Attach a USGS map extract and indicate treatment facility site and discharge point on map.
U.S.G.S. Quad No. U.S.G.S. Quad Name Hendersonville
Site size and expansion area consistent with application?
XX Yes No If No, explain:
Topography (relationship to flood plain included): very gentle slope toward creek, mostly
flat.
Location of nearest dwelling: 500 feet
10. Receiving stream or affected surface waters: Unnamed Tributary
a. Classification: C
b. River Basin and Subbasin No..: French Broad
C. Describe receiving stream features and pertinent downstream uses: Secondary
recreation and fishing.
-1-

PART II - DESCRIPTION OF DISCHARGE AND TREATMENT WORKS
1. Volume of wastewater to be permitted 360 gpd
2. What is the current permitted capacity of the Wastewater Treatment facility? N/A
3. Actual treatment capacity of the current facility N/A
4. Date(s) and construction activities allowed by previous A to C issued in the previous
two years: N/A
5. Please provide a description of existing or substantially constructed wastewater
treatment facilities: NONE
6. Please provide a description of proposed wastewater treatment facilities: Septic tank,
dosing tank, recirculating sand filter, UV, cascade aeration
7. Possible toxic impacts to surface waters: NONE
PART III - OTHER PERTINENT INFORMATION
1. Is this facility being constructed with Construction Grant Funds or are any public monies
involved. (municipals only)? N/A
2. Special monitoring or limitations (including toxicity) requests: None
3. Alternative Analysis Evaluation: Has the facility evaluated all of the non -discharge options
available. Please provide regional perspective for each option evaluated.
Spray Irrigation: Adjacent land is apparently not available
Connection to Regional Sewer System: Not possible
Subsurface: Soil not suitable
Other disposal options: According to soil study and engineering study there is no other
option.
PART IV - EVALUATION AND RECOMMENDATIONS
This is a subsurface sand -filter for a single family residence. There appears to be no other option
for wastewater disposal at this time. Providing that the owner has met all submittal requirements
with the application and is able to meet the setback requirements, the regional office recommends
the issuance of the permit. It also is recommended that a notation regarding the discharge permit
be included on the deed.
zaleuje�' q•Q• 10
Signature of eport Preparer
- Pit-q#A
Water Quality Regional Supervisor
Date
-2-

Av&wLA.
MCDENR
North Carolina Department of -Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins 4 Dee Freeman
Governor Director Secretary
August 27, 2010 ; jF I ; �
DONALD L MUNDAY PE f 11 AUG p 2010�
PIEDMONT DESIGN ASSOCIATES PA
125 EAST PLAZA DRIVE, SUITE 101
MOORESVILLE NC 28115 WATER OUA.L.ITY SECTION
ASHEVILLE REGIONAL OFFICE
Subject: Acknowledgement of New Permit Application
Permit #: NCG551511
Facility: 3033 Butler Bridge Road
Henderson County
Dear Mr.. Munday:
The Division of Water Quality NPDES acknowledges receipt of your permit application, with payment and supporting
materials on August 27, 2010. This application package has been assigned the number listed above and will be reviewed by
Bob Guerra. B_y_-copy,: (this„letter; we are'also=requesting — Staff°Report"from-the Asheville -Regional =Office.-:.
The reviewer will perform a detailed review and contact you with a request for additional information if necessary. To ensure
the maximum efficiency in processing permit applications, the Division requests your assistance in providing a timely and
complete response to any additional information requests.
Please note at this time, processing permit applications can take as long as 60 - 90 days after receipt of a complete application.
To check on the status of an application, please visit htlp:/%h2o.enr.state.nc.us/bims,,Reports/reportsPei7uits.litml.
If you have any questions, please contact Bob Guerra at 919-807-6387, or via e-mail at [e-mail]. If the
reviewer is unavailable, you may leave a message, and they will respond promptly.
PLEASE REFER TO THE ABOVE APPLICATION NUMBER WHEN MAKING INQUIRIES ON THIS PROJECT.
Sincerely,
L��4a'2�4�
Dina Sprinkle
Point Source Branch
cc: Ashes ilhRegioal 0= ff ce Surface Water Protection Section
Central Files
Permit Application File NCG551511
Douglas and Sarah Pinner, 18 West View Lane, Weaverville, NC 28787
1617 Mail Service Center, Raleigh, North Carolina 27699-1617
Location: 512 N. Salisbury St. Raleigh, North Carolina 27604 One
Phone: [phone] \ FAX: [phone] \ Customer Service: 1-877-623-6748 NOIthCarol.illa
Internet: wvawa.nctivaferquality.org �
An Equal Opportunity `, Affirmative Action Employer

NC®ENR
North Carolina Department of Environment and Natu
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins
Governor Director
August 16, 2010
Douglas and Sarah Pinner
18 West View Lane
Weaverville, NC 28787
E E _9
t
l`
M1
1
R'l L6,bircesW 19 2010
WA i ER QUA' 'reer an y
ASHEVILLE REGIO!"�s
Subject: Return Return of NPDES General Permit and
Authorization to Construct
Henderson County
Dear Applicants:
In accordance with Division policy, the application received August 4, 2010 requesting review and Issuance of a
Single Family Residence General Permit cannot be processed. Existing regulations dictate the parameters for NPDES
General Permit issuance for Single Family Residences (SFR). These General Permits can only be issued for One SFR
not a combination of more than one. You application, as submitted, does not meet this SFR requirement and is denied.
If you have any questions about the NPDES permit process, contact me at (919) 807- 6387 or email
bob.guerraCcD_ncdenr.gov.
Sincerely,
cOaAel&�
Bob Guerra, NPDES Unit
Western NPDES Program
cc: �Ce� th= ynes, +�' '.O
Piedmont Design Associates, P.A.
125 East Plaza Drive, Suite 101
Mooresville, NC 28115
Attn: Donald L. Munday, PE
NPDES Permit File
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 http://portal.ncdenr.org/web/wq/home
Nne
orthCarolina
An Equal Opportunity \ Affirmative Action Employer

EFPPPPP
PIEDMONT; DESIGN ASSOCIATES, P.A.
125 East Plaza Drive, Suite 101 Engineering
Mooresville, NC 28115 Surveying
Telephone [phone] Fax [phone] Planning
Email: dmunday(a-)-pdapa.com
August 26, 2010
NPDES Permitting Program
Division of Water Quality
1617 Mail Service Center
Raleigh, NC 27699-1617
Re: NPDES Request for General Permit and ATC
Mills River, Henderson County, NC
To Whom It May Concern:
This letter serves as a formal request for a general permit and an Authorization to Construct.
Attached areithe required documents for a NPDES wastewater system to serve a single 3 bedroom
residence with a total design flow of 360 Gallons per Day (GPD).
The Owner has currently sought a permit for an onsite wastewater using both subsurface and surface
disposal options. Due to setbacks, soil depth, & limiting topography, the only other option was for a PSD
into an unnamed tributary that traverses the property.
This wastewater collection, treatment and disposal system is designed to consist of collection piping,
septic tank with baffle and effluent filter, recirculation tank with a recirculating sand filter loaded at 5
gallons per day per square foot, UV disinfection and riprap cascade aeration.
We are providing the following supporting documentation as requested for the NPDES for the above
referenced project. Items with "( )" correspond to NCG5500000 N.O.I. instructions as shown on pages 2
through 3 of the application.
(A) One original and two copies requesting general permit and Authorization to Construct (ATC).
(B) A signed and completed original and two copies of this Notice of Intent application.
(C) A check in the amount of $60.00 was made payable to NCDENR and submitted with the original
application.
(D) A denial letter from the County Health Department (Attachment 1) and Regional Soil Specialist
with DCDENR-OSWP Section (Attachment 2) evaluating the proposed site for all types of ground
absoption and innovative non -discharge systems. A detailed soils evaluation by a private
consultant along with soil notes have been included as Attachments #3 and #4.
(E) An evaluation of the possibility of connecting to a regional sewer system (approximate distance &
cost t'o connect). (Attachment #5)
(F) A 7Q10 flow estimate at the proposed wastewater discharge point from the US Geological
Survey. (Attachment #6).
(G) Three sets of plans and specifications of proposed treatment system.
(H) Documentation from the applicant showing that the Engineer has been designated an authorized
representative of the applicant. (Attachment #7)
(1) Final'plans for the treatment system have been signed and sealed by Donald L. Munday, PE, a
North, Carolina Registered Professional Engineer and stamped - "Final Design - Not Released for
(J) Final'specifications for all major treatment components have been signed and sealed by Donald
L. Munday, PE, a North Carolina Registered Professional Engineer and include a narrative
description of the treatment system to be constructed.

PrP"Ppp'-
Welook forward to working with you and the other NPDES Staff on this project. If we can be of any
assstance during the review process, please do not hesitate to call.
Yours truly,
Piedmont Design Associates, P.A.
r
Donald L. Munday, PE
N. C. Registration No. 17327
cc. Mr. & Mrs. Douglas Pinner, Owner

SECTION I -.GENERAL
Douglas & Sarah Pinner have been seeking a septic system permit to serve an individual residence in Mills River,
Henderson County, NC. The Pinner's have been turned down by NCDENR OSWP Section and there is not enough
available space with setbacks to have a land application (surface drip) type disposal system. Municipal sewer is not
available (greater than 2 miles from site). The Pinner's only option is to seek a point source discharge into an unnamed
tributary traversing the subject property. These plans and specifications are for a septic tank, recirculating sand filter
filter & recirculation tank, UV disinfection to discharge over rip rap prior to entering the stream. Due to limited available
space, soil conditions and limiting topography, a pre-treatment system and point source discharge is proposed. The
design flow has been set at 360 gallons per day.
The system is designed to accept, treat and dispose of domestic waste from these two residences only. No other
discharge is allowed, including condensate water from HVAC systems, etc.
The Engineer has designed a recirculating sand filter with UV disinfection system that dispenses treated effluent through
above ground discharge into an unnamed tributary using design criteria intended to comply with NC DWQ rules and
regulations and NC DEH Onsite Section Innovative Waste Water System for Recirculating Sand Filters.
The installer shall be knowledgeable of the type of system to be installed, and shall have prior instruction on the
installation of the various components of the system, and shall have the approval of the Design Engineer.
Scope of the Project: The scope of this project is to construct a system to collect the domestic waste from the proposed
residence and convey via gravity to a properly sized two -compartment septic tank. The outlet at the second compartment
of the septic tank will have a slotted wastewater effluent filter. From the septic tank the effluent flows to a single
compartment tank which will dose a recirculating sand filter, which provides an aerobic environment for bacteria.
Effluent exits the sand filter and passes back to the recirculation tank or onto the UV disinfection unit depending upon
flow volumes. Recirculation ratio shall be 4:1. Treated effluent will flow by gravity and discharge over riprap to aerate
the effluent before entering the receiving stream.
The sand filter dosing pump controls will have a 24-hour clock, programmable as determined by the operator. Controls
shall also have elapsed run time clock and cycle counter for the pump. The controls shall also have manual operating
capabilities and alarms. The controls are to be located at a readily accessible location located greater than 36 inches
above finished grade.
DIRECTIONS TO THE PROPERTY:
From I-40 West from Statesville toward Asheville, travel south on I-26/Hwy 74 toward Hendersonville, take exit 40 and
turn right onto Airport Road/Highway 280 West. Go approximately 2.7 miles and turn right on Butler Bridge Road.
Subject property will be approximately 0.40 miles on the leftjust before curve. Subject property has paved road on south
side with stream that runs through site. The residence is to be served by onsite water wells located more than 100 feet
from any treatment and disposal components. There are no existing structures on site.
SECTION II - REGULATIONS
In addition to compliance with laws, rules and regulations as required under the General Conditions of these Documents,
the Contractor shall comply with the following specific regulations as applicable to the nature ofwork included under this
Contract.
Reference Material:
(1) LAWS AND RULES FOR GROUND ABSORPTION SEWAGE DISPOSAL SYSTEMS. SECTION .1900
OF THE N.C. Administrative Code: Title 10 Health Services; Environmental Health; Subchapter 10a;
Sanitation. Published by: N.C. Dept. of Human Resources; Amended effective January 10, 1997.
(2) EPA 625/1-80-012 Design Manual - On -site Wastewater Treatment and Disposal System; Oct.,1980;
Chapter 7.
(3) NC DEM Administrative Code: 15A NCAC 211.0200, 15A NCAC T15A Section .1900
(4) EPA: Technology Assessment of Intermittent Sand Filter, April 1985.
(5) NC DEH-OSWPS — Innovative Approval for Recirculating Sand Filters
Pinner Wastewater PSD Page 1 July 27, 2010
Mills River, Henderson County, NC August 26, 2010

SECTION III - BASIS OF DESIGN
DEVELOPMENT DESCRIPTION
Location 3033 Butler Bridge Road
Mills River, Henderson County, NC
Water Supply Onsite Water Supply Well
Sewage Disposal On -Site Septic System with Recirculating Sand Filter, UV
disinfection with Point Source Discharge
PROJECTED WASTEWATER FLOWS
Proposed Use
Base Design Flow
DESIGN BASIS - TREATMENT SYSTEM
Septic Tank
Effluent Filter
Pretreatment
Filter Media
Recirculation Tank
Disinfection
Filter Pump Control Panel
SECTION IV - COMPONENTS OF SYSTEM
■ Collection system from residence
Three Bedroom Residence
360 G/D
1,000 gal pre -cast concrete w/ OSI 4" Biotube Filter at
outlet
(1) Orenco Model FTPSO444-36-NC
(1) Recirculating Sand Filter (8 ft x 9 ft x 38 in deep)
Effective Sizes: 1.3mm TO 3.7mm
Uniformity Coefficient: 2.21
Dust Content: 0.5%
1,000 gal precast concrete pump tank
(1) UV "The Disinfector" with control panel & degradation
meter
VCOM-AX20B2PTHTUVSA
■ 1,000 gallon septic tank with slotted filter and access ports
■ 1,000 gallon recirculation tank with filtered effluent pump vault
■ Recirculating Sand Filter (8ft x 9ft x 38in deep)
■ UV PVC housing, light and control panel
■ Rip Rap Cascade for post treatment aeration
A. TREATMENT SYSTEM
1. General Requirements - The Contractor shall furnish, install, test, and place into service and warrant the complete
system. The major system components including the collection system, septic tank, slotted filter, recirculating sand filter
(pretreatment), recirculation tank, UV disinfection unit and controls. Accessories shall be supplied by a single operating
entity and shall be equal to that as specified.
2. Five sets of submittal documents and shop drawings for all mechanical equipment and major materials including
piping, tanks, and all other accessories shall be furnished to the Engineer for approval. No equipment shall be installed
prior to approval by the Engineer.
3. Precast Structures - General: This section shall apply to the septic tank and recirculation tank as shown on the
Contract Drawings.
4. Approvals: The tank designs shall have been approved by the Division of Environmental Health ofNC DENR and
shall have the approval number imprinted on the delivered tank. The tank shall be State Approved and equal to that
Pinner Wastewater PSD Page 2 July 27, 2010
Mills River, Henderson County, NC August 26, 2010

Details of the complaint:
In this report I am about to describe all the issues of my complaint against William
Douglas "Doug" Pinner and the history of how these issues evolved. Some issues may
not be of concern to the North Carolina Licensing Board for General Contractors but I
will describe them as further proof that all the construction issues are true.
On 7 April 2010 I bought a house from Mr. Pinner and entered into a contract for him to
move the house from Fletcher to a lot located in Mills River, NC. (Copy of Contract
enclosed) Moving the house took him six months which was accomplished in September
2010.
Issue # 1: In laying out the location of where the house would be placed on the lot, Mr.
Pinner moved the site about forty feet down hill from where I wanted it. He said that this
was because the North Caroline Department of Environment required the special sand
filled septic system be fifty feet from the house. I found this to be untrue when I recently
receivedi a copy of the permit. (Copy enclosed). He simply located the basement site
down hill so it would be less digging for him. Seeing that I was upset because of the
location, he quickly told me not to worry about the location because he would give me an
easement across the small plot of ground north of the house and east of the creek for my
drive way to reach my garage. (See yellow line on plat map enclosed) Locating the
house where he did leaves me with only about ten feet from the end of the house to the
plat line for a drive way and about ten feet clearance in the back of the house to turn and
reach my garage. There is to be built a ten foot patio and porch on the rear of the house.
(See photo # 1) This location at the bottom of the hill causes the back yard to be in a
virtual flood plain. There is always water there and when it rains it floods the basement.
After the house was set on the basement, Mr. Pinner said he could not and would not give
me an easement across the lot because that would devalue the lot. He said that the ten feet
at the end of the house was enough for my drive way. (It is not enough for a larger
vehicle incase I need to haul something in or out.)
Issue # 2: When I obtained a copy of the Septic System permit I learned several things
about it that Mr. Pinner neglected to tell me. First the permit goes with the land and
should be made part of the deed. The permit is only good for one year and has to be
renewed I every year for the price now of $60.00. Like all things this price will go up in
future years. When the property is sold the permit should be transferred to the new
owner. Included in the system there is an Ultraviolet Disinfection unit requiring electric
power and a life time of maintenance? The permit can be revoked at any time by the
Department of Environment. The permit was not made part of the deed and has not been
transferred to me. In order to get the permit approved, Mr. Pinner had to enlarge the size
of the lot to accommodate the drainage line running to the creek. He had a survey done
to reflect this but the new survey is not recorded with the Register of Deeds in Henderson
County. (See old survey plat map enclosed) The survey was done to placate the
Department of Environment to receive an approval for the permit. The septic system
should have been put in before placing the house. $45,000.00 of the $200,000.00 is for
the house and land with the septic system. That is what he is asking for the other lot he
still owns with installed septic system. The remaining $155,000.00 is for the remodeling

and construction. If I had known all this was part of what I was buying at the beginning I
would not have bought. Mr. Pinner knows this, that is why he did not tell me, transfer the
permit and make it part of the deed. Even so, I did not get everything I was paying for. It
is like buying a new car without knowing there is no exhaust system.
Issue # 3: When we were negotiating the purchase of the house and land, Mr. Pinner told
me that it would take a couple of weeks to prepare the house and move it to the new
location Then it would take about three months to build the basement and remodel the
house. Having some experience in home construction myself, I thought this was
reasonable. It was six months before Mr. Pinner even began to prepare the house for
moving. During these six months he was trying to get an approved septic system. The
ground did not perk so he had to apply for the special system through the Department of
Environment. In June he had Piedmont Design Associates, PA design the plans for the
required' septic system. He then sat back and waited for the design to be sent to the
Department of Environment and for them to approve the permit. Only after I threatened
to just walk off from the agreement at the end of August, did he go to Raleigh and usher
in the permit. After the approval of the permit in September he started to work on the
house. The house was not moved until the second week of November. The basement was
not dug and the concrete slab pored and the house moved over the slab until after
Thanksgiving. Block layers did not start work in building the walls until first of January.
Only two walls were built where they would be back filled with seven feet of dirt. The
other two walls were stick built with 2X6 lumber. All this time the basement floor was
continuously covered with several inches of water. The house was not set down on the
basement walls until the middle of February, ten months after starting the contract. He
did not �omply with the contract in that "Work -to be continued until completed without
delay with the exception of bad weather." He worked for other people on other jobs, took
a week to go to Washington for a political meeting, trips to Raleigh for the same purpose,
spent several weeks on vacation, and worked. on a rental property he owns. Even on days
he worked on my house he rarely showed up for work until after nine o'clock and would
leave- by' three PM. I honestly believe that there were days he would come to work, spit
in the air,, call it rain and go home.
i
Issue # 4: After Mr. Pinner had Piedmont Design Associates, PA design the septic
system he never paid them. At closing he signed a legal document that there were no
outstanding bills against the house and that all contractors had been paid. This is fraud. I
received, a copy of a letter from Piedmont.Design Associates, PA stating they are putting
a lien against the house for this unpaid bill. (See copy.enclosed)
Issue # 5: The block walls. Mr. Pinner had built were not to code. Even though there was
to be more than seven feet of back fill he used eight inch block. The concrete columns
that were pored were not all at forty-eight inches apart. I measured two that were six feet
apart. Tlie rebar used was only four feet pieces stuck in the top to fool the inspector. The
rebar did not go all the way to the floor and there were no holes drilled so they could be
inserted into the footers. (See photos 2 and 3) A French drain was laid on the out side of
the walls but they did not have drain pipes attached to drain the seepage water away from
the house. The ends were just left dangling and got covered over when he backfilled.

i
I
I
When he backfilled; he did it all at once all the way to the top of the block. He left the
little hill in front of the house so that there was a down hill grade of about fifty feet
running 'toward the house. The block walls were only seven feet high, so he stick built a
two foot knee wall on top of the block for the house to sit on. Even though he did use
one inch tie bands to tie the block wall to the knee wall, he did not bolt or fasten the top
of the knee wall to the bottom of the house. The house could not help support the
basement wall. The rains came, all the water from the top of the house fell in front, all the
water from the yard ran to the front of the house, it filled the loose dirt all the way to the
French drain acting like a reservoir and eventually made mud even to the top of the
block. The front wall completely caved in and the end wall cracked. (See photo # 4 for
knee wall, spacing and crack, photo # 5 for missing front wall) Mr. Pinner says it was an
act of God. He could be right, as an act of God to show Mr. Pinner's illegal and shoddy
handiwork.
I
Issue # 6: The used support poles Mr. Pinner brought in with pipe welded to the bottoms
so they,
ould be tall enough to reach from the floor to the basement ceiling is not
accord' fig to code. (See photo # 6) This is further evidence of his cutting corners, using
used material, and substandard workmanship. These support poles now have to be
replaced; with either 6X6 beams or certified metal support poles.
Issue # 7: All the new plumbing that Mr. Pinner did has to be done again. The water line
going to! the bath tub is the wrong size, there is no accommodation in the wash room area
for a sink, and some of the drain pipe joints were not glued. The small second hand
trailer shower stall (24" X 24") he brought in for the guest bathroom is totally
unacceptable. Mr. Pinner did not know what he was doing in this area either. The drain
pipes rufin ng from the sump pump was done three times, each time after a plumbing
buddy came to look at his work and tried to tell him how to do it. They are still
incorrectly done.
Issue # 8: I can not tell if the new electric wiring is correct or not, but because Mr. Pinner
was not ,licensed to do electrical, it all has to be done again.
i
Issue # 9: When Mr. Pinner found out that I was not going to let him rebuild the
basement wall, he came to get his tools. He also took a lot of building materials that was
brought for renovating the house and some of my personal property. Below is a list of
those items he took:
I . Tiles for bathroom walls.
2. Bull nose tiles for around the edges of bathroom walls.
3. Quick set for gluing the tiles.
4. Grout for the tile work.
5. Two bathroom sinks of etched glass.
6. gfixtures for the two sinks..
7. Vanity for bathroom. This was broken and cheap and had to be returned to Lowes
any way; however he should not have taken it to collect the money for himself.

8. A-Ibout 10 rolls of 6" X 15" insulation for 2X6 studs and floors. This insulation
Wad gotten wet on the basement floor but could be dried out and used. I am sure
I e plans to do just that with the next sucker he cons into building for.
>onal Property:
9. 20' Extension ladder
10. Squeegee to push the water from the -basement floor.
11. t 5' X 8' trailer with box sides with a six foot chain and lock. (A new one runs
about $1,500.00)
I am sure that he returned the above materials (except the insulation) to Lowes for the
mon y. I am also sure he was embarrassed when he tried to return the sinks to Lowes
and .earned that they were not bought there but from a different store by my wife.
Issue # 9: I am angry about Mr. Pinner conning me into buying his house and entering
into a c �ntract for him to renovate the home into a modern twenty-first century home as
an expej 'enced, honest, and licensed general contractor when he did not have the
knowledge, experience or capability of a carpenter's helper. I am angry about Mr. Pinner
not heecmg to anything I wanted in the house and him defiantly doing every thing his
way because it was cheaper, easier, and quicker and not according to North Carolina
building codes.
What I see needs to be done.
1. The contract needs to be terminated. I am working with an attorney to
ccomplish this now.
2. *r. Pinner needs to pay for all the damage he has done. Since everything he has
done is not according to North'Carolina Building Codes, and that he did
everything illegally not being .licensed for any craft at all, and everything he did
as to be done all over again; Mr. Pinner should return all the money he has been
aid for such work.
3. Since I bought the house and land in good faith and Mr. Pinner sold it to me under
fraudulent conditions, I should be returned the $45,000.00 for the house and land.
he last payment of $40,000.00 for remodeling the home should be voided since
. Pinner can not finish the work legally. The lien against the house for that
.40,000.00 should also be voided. I should not have to pay him for work he does
not do and still have to pay someone else who does the work.
4. race Mr. Pinner positioned the house at the bottom of the hill and forcing me to
ave a driveway too narrow for practical use, He should deed over to me the small
clot of ground north of my lot where he at first promised to give me an easement
f:)r a drive way.
5. . Pinner should pay for the septic system that was supposed to go with the land
d should have been installed prior to placement of the house.
6. lYir. Pinner needs to. return everything he stole from me upon his departure.
7. I Mr. Pinner is not willing to submit to the above six items; then Mr. Pinner
needs to be heavily fined and imprisoned for each offense of General

i
Construction, Plumbing, and Electrical. Also Mr. Pinner needs to be prosecuted
for Grand Larceny and fraud. This con -artist should not be allowed to drive a nail
for anyone again, ever.
I
I hope that the North Carolina Licensing Board for General Contractors, the
Licensing Board for Plumbing and the Licensing Board for Electrical can help me in
accomplishing justice for damage done to me.

PAT MCCRORY
Water,Resotarces
ENVIRONMENTAL QUALITY
Mr. Douglas Moore Pinner
20 Tap Drive
Asheville, NC � 28803
Dear
Governor
DONALD R. VAN DER VAART
Secrelaty
S. JAY ZIMMERMAN
September 30, 2016
Subject: General Permit NCG550000
3001 Butler Bridge Road
Certificate of Coverage NCG551511
Henderson County
Director
The Division has received and approved your request to transfer ownership of the subject Certificate
of Coverage (C�C) under General Permit NCG550000. As a result, the Division hereby reissues NCG55151
This CoC is issued pursuant to the requirements of North Carolina General Statue 143-215.1 and the
Memorandum Of Agreement between North Carolina and the US Environmental Protection agency dated
I
October 15, 2007 for as subsequently amended].
If any parts, measurement frequencies or sampling requirements contained in this General Permit
are unacceptable to you, you have the right to request an individual permit by submitting an individual
permit application. Unless such demand is made, the certificate of coverage shall be final and binding.
Please
Division. The
This p
governmental
General Perm
notice that this Certificate of Coverage is not transferable except after notice to the
ion may require modification or revocation and reissuance of the certificate of coverage.
mit does not affect the legal requirements to obtain any other State, Federal, or Local
,rmit that may be required. If you have any questions concerning the requirements of the
please contact Brianna Young of the NPDES staff [919-807-6388 or
nedenr.gov].
cc: Asheville Regional Office
NPDES File,
- , I. -
rely,
for S. Jay Zimmerman,
Director, Division of Water Resources
State of North Carolina I Environmental Quality I Water Resources
1617 Mail Service Center I Raleigh, NC 27699-1617
919 807 6300 919-807-6389 FAX

STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF WATER RESOURCES
GENERAL PE:R,MIT NCG550000
CERTIFICATE OF COVERAGE NCG551511
DISCHARGE OF DOMESTIC WASTEWATER FROM SINGLE FAMILY RESIDENCES AND
OTHER 100% DOMESTIC DISCHARGES WITH SIMILAR CHARACTERISTICS UNDER THE
„NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
In compliance with the provision of North Carolina General Statute 143-215.1, other lawful standards and
regulations promulgated and adopted by the North Carolina Environmental Management Commission, and
the Federal Water Pollution Control Act, as amended,
Douglas Moore Pinner
is hereby authorized to discharge <1000 gallons per day of domestic wastewater from a
facility located at
3001 Butler Bridge Road
Mills River
Henderson County
to receiving waters designated as an unnamed tributary to McDowell Creek, a class C stream in
subbasin 04-03-02 of the French Broad River Basin in accordance with the effluent limitations,
monitoring requirements, and other conditions set forth in Parts I, II, III and IV hereof.
This certificate of coverage takes effect September 30, 2016.
This Certificate of Coverage shall remain valid for the duration of the General Permit.
Signed this day September 30, 2016.
for S y Zimmerman, P.G.
ector, Division of Water Resources
By Authority of the Environmental Management Commission

BK 1671 F
This Docum
Fee: $26.00
Henderson
William Lee
624 - 626 (3) DOC# 845568
t eRecorded: 07/19/2016 04:04:19 PM
)unty, North Carolina
ing, Register of' Deeds
NORTH CMOUM SPECIAL WAMAl+i3'Y bib'
Ena:isolIML $130.00
Parcel Id afficWonNo,:1013464
17ais in:ahunteat was
Brief D&wiptlon for Ind= iMI
THIS DEBI), made dais 15da day of July, 2016, by and between;
HON ZIRM BANK, a North Corolhns
charts red husk
P.O. Box 10
AsheA11%NC 2M2
_ ,
IM!tf1'K11h- &
The dais Gmdor and Grown as used ha vin"inehrde saidpasties, their Inks, see a, and.
a WSns, and ehall Wade siegslar, phnai, ms lim temWne or nnatergeaid= as regnirea by c dada.
W rMSE N. that G entor, for a valuable consideration Paid by Gmae, the saxlpt of which
is hemby asclmowkdged has and by these p uents does grant, lingsin, sell and cowry unto
Grantee in fee dimple, d] that certain lot or panxl of land situsted in Hen County. North
Catalans, and mom pordo ilarly dare IW as Mom:
Eau=; �l t�. A .•,; rA.:I=
submitted electronically by "Southern Law Group"
in conipliance With North Carolina statutes governing recordable documents
and the terms of the submitter agreement with the Henderson county Register of .Deeds.

BK 1671 PG 624 - 626 (3) DOC# 845568
BFZAN 1G at an gdsting iron st*A located to the center of Butler Bridge Road (SR 13511 said stsloe
marking the southeastern corner of the John Bishop,property (Dead Book 1297, Page 711 and S
the eastern corner of the property dwmlW is Plat Slide 4651, and running thence South 89 deg. 03' 3V
West 443.52 feet.to an wdsting ircu stake with ahnuiaum cap; running thence North 03 deg. 29' Or Past
43.85 a to a new iron ataka; running thence North 59 deg. 04' 58" East 81.30 feet to a now frog stakes
running thence North 83 deg. l8' 5r Bast 136.00 fret to a now Iran sUft running them North 38 deg..
23' 36" Em 79.I8 feet to a now iron stake in rite cmUer of said road; running thence with the center of
said woad South 51 dog. 36' 2r Bast nos fast to a point; continuing dwee South 49 dug. 2F OV East
169.44 feet to the pointand phn of BEtiMWQ.
CONTADMG ONN scree acceding to the survey fur Doug Pinner dated Sapianber I k 201% prepared'
by Stacy Kart Rhode% PIA being ideatitkd as Tract 2BR therein.
ALSO BENG that MW properly Conveyed sad described in Dead Book 1535, Page 691, Hendasoa
County Registry. .
Being commonly known as-.301 Buttes Bridge Rd, Parcel ID # 1013464

From:
Sent:
To:
Subject:
Attachments:
FYI
`I�eresa.ggEi{P-,a+v IYs^3�Y{�TLTsc�1cle�IL/7'.�;t7t:
l�{0..�Y� E' T?l t! JJ Y�f1.i� 1...Y at�dget
1617 t' azl Service Ceflle7
Raleigh -;VC' 27699 161.7
919 807 6,316
19 807 6490
Office
Revis, Teresa
Monday, August 22, 2016 3:55 PM
Weaver, Charles .
FW: Permit NCG551511 - Henderson County - 3033 Butler Bridge Road
Invoice #2016PR007572 - Henderson County - 3033 Butler Bridge Road.pdf, OREO#
426-SWD-HTB-Pinner-B1671-P624-07192016.tif
From:Monday, Cameron
August g on.Hi
[e-mail]}
Y, gust 222016 3.10 PM
To: Revis, Teresa <[e-mail]>
Subject: Permit NCG551511- Henderson County - 3033 Butler Bridge Road
Dear Ms. Revis: HomeTrust Bank has received Annual Permit Fee Invoice #2016PR007572 for the captioned
permit. HomeTrust Bank sold the subject property to Douglas Moore Pinner and wife, Sarah Mae Pinner, as evidenced
by Special Warranty Deed recorded on July 19, 2016, in Book 1671, at Page 624, in the Office of the Register of Deeds for
Henderson County, NC, a copy of which I attach for your reference.
It was my understanding that the Pinners had applied for septic permit separate and apart from HomeTrust's application
prior to their purchase of the property. The purpose of this letter is to advise you that HomeTrust Bank no longer needs
the permit and, thus, will not pay the invoice for the period of 09/01/2016 to 08/31/2017.
Should you have anylquestions or comments regarding this matter, please do not hesitate to contact me.
Cameron Higdon
Special Assets Analys
HomeTrust Bank
320 Ridgefield Court
Asheville, NC 28806
828 350 4141.
828 667 0710 (fax)
4051
klesutYcr, n
This email and ally files transmitted with it are confidential, and/or privileged, and intended solely for
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