WQ0015945_Regional Office Historical File Pre 2018

September 12, 2008
Linda Beard
280 Bl.ackbeard Lane
Rockwell, NC 28138
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
7006 2150 0003 5467 2473
Subject: Notice of Expiration (NOE)
Linda Beard-SFR
Permit No. WQ0015945
Rowan County
Dear Ms. Beard:
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
1
Coleen H. Sullins, Director
Division of Water Quality
SEP 16 2008
I
The Aquifer Protection Section (APS) of the North Carolina Division of Water Quality (DWQ)
is entrusted to protect the groundwater quality and resources of the State of North Carolina. Our
records indicate that the above -referenced permit, which was issued on April 28, 2004, and
expires on March 31, 2009, has not been renewed.
This permit was issued for the operation of the surface waste irrigation system on your property
located at the above referenced address. As the property owner, you are responsible for
maintaining this permit. Failure to do so may result in the revocation of the permit per 15A
NCAC 2T .0110 or assessment of civil penalties in accordance with North Carolina General
Statute §143-215.6A. Therefore, it is important that you submit a renewal application form and
an Operations and &Maintenance Agreement (O&M) within 30 days of receipt of this letter. For
your convenience, a renewal application and an O&M form are attached along with a self-
addressed envelope. These forms are also available on-line at the DWQ website at
http•//h2o.enr.state.ne.us/lau/applications.html under Single Family Residence Wastewater
Irrigation System.
Please respond to this notice within 30 calendar days of its receipt by selecting one of the
following options:
1. APPLY FOR PERMIT RENEWAL. When you apply for and receive.a
renewal, operation of your surface irrigation system will be permitted to
continue. As such, all sampling requirements, the payment of annual fees, and
any operation and maintenance procedures specified in your previous permit
Aquifer Protection Section 1636 Mail Service Center
Internet: www.ncwatpNuality.org Location: 2728 Capital Boulevard
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North Carolina
Naturally
Raleigh, NC 27699-1636 Telephone: [phone]
Raleigh, NC 27604 Fax 1: [phone]
Fax 2: [phone]
Customer Service: [phone]

will be required. If you choose to renew your surface irrigation system you
must submit the following information:
a) a completed SINGLE FAMILY RESIDENCE PERMIT RENEWAL APPLICATION
(form W)vVR 09-06) (Enclosure 1). This form must be signed by each
property/permit owner.
b) ' a completed; SINGLE FAmiLYRESIDENT OPERATION AND MAINTENANCE
AGREEMENT:(form SFR O&M 07/07) (Enclosure 2). This form must be
'sign6d by each property/permit owner.
-OR-
9
Y
2. APPLY FOR PERMIT RESCISSION. If the surface irrigation system has
not been constructed, or if it is no longer active, you may choose to rescind
your permit by submitting the following inforVtion:
a) a completed Single Family Residence Permit Renewal Application (form
W)YVR 09-06) (Enclosure 1). This form must be signed by each
property/permit owner. Please indicate your wish to rescind this permit in
Part II, Item 4 of this form.
Please submit the completed forms within 30 days receipt of this letter to the following address:
Division of Water Quality
Aquifer Protection Section
Groundwater Protection Unit
1636 Mail Service Center
Raleigh, NC 27699-1636
Thank you in advance for your cooperation and timely response. If you have any questions,
please call Michael Rogers at [phone], or email him at Michael.RogersZncmail.net.
Enclosures
1. WWR 09-06
2. SFR O&M 07/07
Sincerely,
GLiXA.&0"L_C
Olita A. Boone
Administrative Assistant
Groundwater Protection Unit
No. WQ0015945 w/o enclosures
WQ0015945 Page 2

NC DEPT. OF !17,,ARONMENT
AND NAT' ` �EsoURCES
i�40RE i`.. ,-+ALOFFICE
NON -DISCHARGE APPLICATION REVIEW REQUEST FORM
I)alte: ranuar. 2<3„ 2(+)00
To: ❑
Forrest Westall, ARO-WQS
❑
Paul Rawls, FRO-WQS
1 - ike�x e lea:sov^� T, rO 1Q'S
❑
Ken Schuster, RRO-WQS
❑
Jim Mulligan, WaRO-WQS
❑
Rick Shiver, WiRO-WQS
❑
Steve Mauney, WSRO-WQS
From: Toni Wyche, Non -Discharge Permitting Unit
Telephone: [phone] ext. 546
E-Mail: [e-mail]
A. Permit Number: W00015945
4
B. Owner: James Beard
C. Facility/Operation: James Beard SFR
❑ Proposed ® Existing
D. Application:
1. Permit Type:
For Residuals
JAN 3 0 2004
❑ Debra Watts, CO-GWS
Copies Sent to CO-qWS: 0
Copies Sent to RO-WQS: I
❑ Distribute 0 Copies to RO-GWS
Fax: [phone]
r
r•;
❑ CS (O&M) ® Surface Irrigation ❑ Reuse ❑ H-R Infiltration
❑ Recycle ❑ I/E Lagoon ❑ GW Remediation (ND)
❑ Land App. ❑ D&M ❑ Surface Disposal
❑ 503 ❑ 503 Exempt ❑ Animal
2. Project Type: ❑ New ❑ Major Mod. ❑ Minor Mod. ® Renewal ❑ Renewal w/ Mod.
E. Comments/Other Information: ❑ I would like to accompany you on a site visit.
® Facility ❑ Operation
Attached, you will find all information submitted in support of the above -referenced application for your
review, comment, and/or action. Within 30 calendar days, please take the following actions:
For RO-WQS:
® Return a Completed Form NDSRR. ❑ Attach Attachment B for Certification by the NDPU.
❑ Issue an Attachment B Certification from the RO*.
* Remember that you will be responsible for coordinating site visits, reviews, as well as additional
information requests with other RO-WQS and RO-GWS representatives in order to prepare a complete
Attachment B for certification. Refer to the RPP SOP for additional detail.
Far fn_rwc-
U 'Return a Memorandum with Permit Condition Recommendations.
When you receive this request form, please write your name and dates in the spaces below, make a copy
of this sheet, and return it to the appropriate Non -Discharge Permitting Unit contact person listed above.
RO-WQS Reviewer: Date:
CO-GWS Reviewer: Date:
FORM: NDARR 09/02
Page 1 of 1

State of North Carolina Li
Department of Environment and Natural Resources
Division of Water Quality
SINGLE FAMILY RESIDENCE SURFACE IRRIGATION SYSTEM
PERMIT RENEWAL APPLICATION
(THIS FORM MAYBE PHOTOCOPIED FOR USE AS AN ORIGINAL)
Application Number:
Note: Renewals without modifications should just fill out sections I & II; sign the applicants signature
below, attach Form SFR O&M 04/01, and attach Form PNOCF 06/00 (if necessary).
I. GENERAL INFORMATION:
1. Applicant's name (Name of the owner of the facility) : ,Tames & Linda Beard
2. Name and complete address of applicant: 280 R1 AnkLienrd 7 nnP
City: Rockwell State: NC Zip:28138
Telephone number: ( 704 ) 209-0552 Facsimile number:( 704) 209-0553
Email Address: Lgreenebeard@AOL. Com
3. Complete address of the treatment and disposal site (if different than above):
City: State: Zip:
4. County where project is located: 9-0tJW
5. Fee submitted: $ No Fee Required
II. PERMIT INFORMATION:
I. Project is: X renewal without modification
2. What is the existing permit number WQ001 5945 and the issuance date 2-10-99
3. Has the treatment and disposal system been constructed? ® Yes ❑ No went into operation 9-00
4. If the system has not been constructed, would you like to rescind your permit (i.e. the permitted facilities
will not be needed)? ❑ Yes ❑ No
Applicant's Certification:
LTAn_da RParcl , attest that this application for Surface irrigation — single
family residence has been reviewed by me and is
accurate and complete to the best of my knowledge. I understand that if all required parts of this application are not
completed and that if all required supporting information and attachments are not included, this application package
will be returned to me as incomplete. Note: In accordance with NC General Statutes 143-215.6A and 143-215.6B,
any person who knowingly makes any false statement, representation, or certification in any application shall be
guilty of a Class 2 misdemeanor, which may include a fine not to exceed $10,000 as well as civil penalties up to
$25,000 per violation.' �/ l
Signature: .Cll/(_G� Date: 12-5-03
FORM: SFR-SIA-R 11-03
Page 1 of 1

V V-0
OPERATION AND MAINTENANCE AGREEMENT
SINGLE FAMILY RESIDENCE WASTEWATER TREATMENT SYSTEM
DIVISION OF WATER QUALITY
Owner: James & Linda Beard
Address: 280 Blackbeard Lane, Rockwell, NC 28138
Disposal Method: SPRAY IRRIGATION DRIP IRRIGATION (Circle One)
County: Rowan
Permit No. WQ0015945
�
I agree to operate and maintain the wastewater treatment system as follows:
1) The Permittee is responsible for the operation and maintenance of the entire treatment and disposal
system including, but not limited to, the following items:
r O
Z
a) The septic tank shall be checked annually and pumped out as needed. The effluent filter shall be
checked and cleaned at the same frequency of the septic tank.
b) [Open access sand filters only] The sand filter surface shall be raked and leveled every six (6)
months and any vegetative growth shall be removed by hand.
c) Check one:
The tablet chlorinator shall be checked every week. Tablets shall be added so as to provide
proper chlorination.
❑ The ultraviolet disinfection unit shall be checked every week. The lamp shall be cleaned
and/or replaced to ensure proper disinfection.
d) The storage, pump, and alarm systems shall be inspected monthly. The scum layer shall be
removed at the same time interval as the septic tank is pumped out.
e) The irrigation system shall be inspected monthly to make certain of proper operation, that
vegetative growth does not interfere with the system inspection or operation, that the soil is
assimilating the disposed treated wastewater with no surface runoff, and that no objectionable
odors are being generated.
2) Failure of the Permittee to properly operate this system is subject to a penalty up to $25,000 per day.
3) Failure to meet the permit conditions or violation of the State's surface or groundwater regulations
will require evacuating the dwelling and may void the permit.
I understand the above requirements and agree to these terms as part of the issued permit.
Owner Signature:
Notary Signa ur :
Date: 0.3
SFR O&M 03/03
Date: / a — %-5-' D 3
Seal:
.xpires March 07, 2006

W ATF9 Michael F. Easley, Governor
�O G William G. Ross Jr., Secretary
rNorth Carolina Department of Environment and Natural Resources
p Alan W. Klimek, P.E., Director
Coleen H. Sullins, Deputy Director
Division of Water Quality
January 15, 2004
James and Linda Beard
280 Blackbeard Lane
Rockwell, N. C. 28138
Subject: Acknowledgement of Application No. WQ0015945
SFR -
Single Family Residence Surface Irrigation System
Rowan County
Dear Mr. Beard:
The Non -Discharge Permitting Unit of the Division of Water Quality (Division) acknowledges receipt of
your permit application and supporting materials on December 8, 2003. This application package has
been assigned the number listed above and will be reviewed by Toni Wyche..
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 be aware that the Division's Regional Office, copied below, must provide recommendations prior to
final action by the Division. Please also note at this time, processing permit applications can take as long
as 60 - 90 days after receipt of a complete application.
If you have any questions, please contact Toni Wyche at 919-733-5083, extension 546, 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,
Kim H. Colson, P.E.
Supervisor
cc: ®Mooresvi, IledRegos`ta[ Offiice .Wate�QualityvSecfior
Permit Application File WQ0015945
Non -Discharge Permitting Unit
1617 Mail Service Center, Raleigh, NC 27699-1617
Internet http://h2o.enr.state.nc.us/ndpu NCDEfUR
Telephone [phone] Fax [phone]
DENR Customer Service Center
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Telephone [phone]
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il
State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
A. Preston Howard, Jr., P.E., Director
Ms. Linda Beard
213 Lakeview Drive
Harrisburg, North Carolina 28075
Dear Ms. Beard:
1 1
7
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
February 10, 1999
Subject: Permit No. WQ0015945
James and Linda Beard Single -Family Residence
Wastewater Treatment and Spray Irrigation System
Chatham County
In accordance with your application received October 5, 1998, we are forwarding herewith Permit No.
WQ0015945, dated February 10, 1999, to Ms. Linda Beard for the construction and operation of the subject
single-family wastewater treatment and spray irrigation system.
This permit shall be effective from the date of issuance until January 31, 2004, and shall be subject to
the conditions and limitations as specified therein. Please pay particular attention to the monitoring
requirements in this permit. Failure to establish an adequate system for collecting and maintaining the
required operational information will result in future compliance problems. No flow shall be tributary to the
subject system until Condition V. 10. is met.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right
to request an adjudicatory hearing upon written request within thirty (30) days following receipt of this permit.
This request must be in the form of a written petition, conforming to Chapter 150B of the North Carolina
General Statutes, and filed with the Office of Administrative Hearings, P.O. Drawer 27447, Raleigh, NC
27611-7447. Unless such demands are made this permit shall be final and binding.
One set of approved plans and specifications is being forwarded to ou. If you need additional
information concerning this matter, please contact? Rof rii`CaTd:n at (919) 7 -5083 extensi 509.
Sincer
.� A. Preston Howard, Jr., P.E.
cc: Rowan County Health Department
Mr. J. Thurman Horne, P.E. — Horizon Engineering & Consulting, Inc.
Mooresville Regional Office, Water Quality Section
Technical Assistance and Certification Unit
Non -Discharge Compliance/Enforcement Unit
PO Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] Fax [phone]
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NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
RALEIGH
SINGLE FAMILY SPRAY IRRIGATION PERMIT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as
amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Linda Beard
Rowan County
FOR THE
construction and operation of a 480-GPD spray irrigation wastewater treatment and disposal system consisting
of a 1,200-gallon baffled septic tank, a 169-square-foot recirculating (3:1), pressure -dosed surface sand filter
with a 14.8-GPM pump, a 3,000-gallon recirculation tank, a tablet chlorinator, a 1,000-gallon storage/pump
tank, a 21-GPM pump with audible and visual high-water alarms, a20,106-square foot spray irrigation area
with four full -circle, non -overlapping, 80-foot diameter, 5.2-GPM sprinkler heads, a precipitation/soil moisture
sensor, and all associated piping, valves, and appurtenances to serve the James and Linda Beard Residence off
of SR 2338 (35°30'28" N, 80°23'20" W), with no discharge of wastes to the surface waters, pursuant to the
application received October 5, 1998, and in conformity with the project plan, specifications, and other
supporting data subsequently filed and approved by the Department of Environment and Natural Resources
and considered a part of this permit.
This permit shall be effective from the date of issuance until January 31, 2004, and shall be subject to
the following specified conditions and limitations:
I. PERFORMANCE STANDARDS
Upon completion of construction and prior to operation of this permitted facility, a certification
must be received from a professional engineer certifying that the permitted facility has been
installed in accordance with this permit, the approved plans and specifications, and other
supporting materials. If this project is to be completed in phases and partially certified, you shall
retain the responsibility to track further construction approved under the same permit, and shall
provide a final certificate of completion once the entire project has been completed. Mail the
Certification to the Non -Discharge Permitting Unit, P.O. Box 29535, Raleigh, NC 27626-0535.
2. The Mooresville Regional Office, telephone number [phone], shall be notified at least
forty-eight (48) hours in advance of operation of the installed facilities so that an in -place
inspection can be made. Such notification to the regional supervisor shall be made during the
normal office hours from 8:00 a.m. until 5:00 p.m. on Monday through Friday, excluding State
Holidays.

The spray irrigation facilities shall be effectively maintained and operated at all times so that there
is no discharge to the surface waters, nor any contamination of ground waters which will render
them unsatisfactory for normal use. In the event that the facilities fail to perform satisfactorily,
including the creation of nuisance conditions or failure of the irrigation area to adequately
assimilate the wastewater, the Permittee shall take immediate corrective actions including those
actions that may be required by the Division of Water Quality (Division), such as the construction
of additional or replacement wastewater treatment and disposal facilities.
4. The issuance of this permit shall not relieve the Permittee of the responsibility for damages to
surface or groundwaters resulting from the operation of this facility.
The sand media of the recirculating, pressure -dosed, surface sand filter must comply with the
Division's sand specifications. The engineer's certification will serve as evidence that these
specifications have been met.
A leakage test shall be performed on the septic tank and dosing tank to insure that any exfiltration
occurs at a rate which does not exceed twenty (20) gallons per twenty-four (24) hours per 1,000
gallons of tank capacity. The engineer's certification will serve as proof of compliance with this
condition.
If excavation into bedrock is required for the installation of the septic tank or sand filter, the pit
shall be lined with a 10-mil synthetic liner.
A sanitary tee shall be installed on the effluent pipe of the septic tank. The engineer's certification
will serve as evidence that these specifications have been met.
The residuals generated from these treatment facilities must be disposed in accordance with
General Statute 143-215.1 and in a manner approved by the Division.
10. Diversion or bypassing of the untreated wastewater from the treatment facilities is prohibited.
11. The following buffers shall be maintained:
a) 400 feet between wetted area and any residence or places of public assembly under separate ownership,
b) 150 feet between wetted area and property lines,
c) 100 feet between wetted area and wells,
d) 100 feet between wetted area and drainageways or surface water bodies,
e) 50 feet between wetted area and public right of ways,
f) 100 feet between treatment/storage units and any wells, and
g) 50 feet between treatment units and property lines.
Some of the buffers specified above may not have been included in previous permits for this waste
treatment and disposal system. These buffers are not intended to prohibit or prevent
modifications, which are required by the Division, to improve performance of the existing
treatment facility. These buffers do, however, apply to modifications of the treatment and disposal
facilities which are for the purpose of increasing the flow that is tributary to the facility. These
buffers do apply to any expansion or modification of the spray irrigation areas and apply in
instances in which the sale of property would cause any of the buffers now complied with, for the
treatment and disposal facilities, to be violated. The applicant is advised that any modifications to
the existing facilities will require a permit modification.
2

II. OPERATION AND MAINTENANCE REQUIREMENTS
l . The facilities shall be properly maintained and operated at all times.
Upon classification of the facility by the Water Pollution Control System Operators Certification
Commission (WPCSOCC), the Permittee shall employ a certified wastewater treatment plant
operator to be in responsible charge (ORC) of the wastewater treatment facilities. The operator
must hold a certificate of the type and grade at least equivalent to or greater than the classification
assigned to the wastewater treatment facilities by the WPCSOCC. The Permittee must also
employ a certified back-up operator of the appropriate type and grade to comply with the
conditions of 15A NCAC 8A .0202. The ORC of the facility must visit each Class I facility at
least weekly and each Class II, III, and IV facility at least daily, excluding weekends and holidays,
and must properly manage and document daily operation and maintenance of the facility and must
comply with all other conditions of 15A NCAC 8A .0202. Once the facility is classified, the
Permittee must submit a letter to the WPCSOCC which designates the operator in responsible
charge within thirty days after the wastewater treatment facilities are 50% complete.
A suitable year round vegetative cover shall be maintained.
4. Irrigation shall not be performed during inclement weather or when the ground is in a condition
that will cause runoff.
5. Adequate measures shall be taken to prevent wastewater runoff from the spray field.
6. The application rate shall not exceed a cumulative loading of 14.0 inches over any twelve (12)
month period at an instantaneous application rate not to exceed 0.15 inches per hour.
7. The facilities shall be effectively maintained and operated as a non -discharge system to prevent
the discharge of any wastewater resulting from the operation of this facility.
No type of wastewater other than that from the James and Linda Beard Residence shall be sprayed
onto the irrigation area.
In the event that the sprinkler heads fail to achieve the design diameter of 80 feet due to
obstructions, the obstructions shall be removed or the sprinkler heads shall be raised and supported
to such height that the design diameter is achieved.
10. No traffic or equipment shall be allowed on the disposal area except while installation occurs or
while normal maintenance is being performed.
11. The spray irrigation field shall be fenced with at least a two -strand wire fence.

12. The Permittee is responsible for the operation and maintenance of the entire treatment and disposal
system including, but not limited to, the following items:
a. The septic tank shall be checked annually and pumped out as needed.
b. The tablet chlorinator shall be checked every week. Tablets shall be added so as to provide
proper chlorination.
c. The storage, pump, and alarm systems shall be inspected weekly. The scum layer shall be
removed at the same interval as the septic tank is cleaned out.
d. The spray system shall be inspected weekly to make certain of the sprayers proper operation,
that the vegetative growth allows a proper spray pattern, that the soil is assimilating the .
disposed treated wastewater with no surface runoff, and that no objectionable odors are being
generated.
III. MONITORING AND REPORTING REQUIREMENTS
1. Any monitoring deemed necessary by the Division to insure surface and ground water protection
will be established and an acceptable sampling reporting schedule shall be followed.
2. The Permittee shall maintain records of all maintenance performed on the system and irrigation
area, as required in Condition II. 12. for a minimum of five years. This information shall be
provided to the Division upon request.
3. Noncompliance Notification:
The Permittee shall report by telephone to the Mooresville Regional Office, telephone number
[phone], 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 process unit failure, due to known or unknown reasons, that renders the facility incapable
of adequate wastewater treatment, such as mechanical or electrical failures of pumps, spray
heads, etc.; or
b. Any failure of a pumping station or treatment facility resulting in a by-pass directly to
receiving waters without treatment of all or any portion of the influent to such station or
facility.
c. Any event when the disposal pump manually or automatically operates despite the
precipitation/soil moisture sensor circuit breaker.
Persons reporting such occurrences by telephone shall also file a written report in letter form
within five (5) days following first knowledge of the occurrence. This report must outline the
actions taken or proposed to be taken to ensure that the problem does not recur.
4. The Pen, iiitee shall maintain a record of the number of times that the spray irrigation system
disposes treated effluent during precipitation events and under conditions when the soil in the
disposal field is saturated.
IV. INSPECTIONS
1. Adequate inspection, maintenance, and cleaning shall be provided by the Permittee to insure
proper operation of the subject facilities.
4

Any duly authorized officer, employee, or representative of the Division may, upon presentation
of credentials, enter and inspect any property, premises or place on or related to the disposal site or
facility at any reasonable time for the purpose of determining compliance with this permit, may
inspect or copy any records that must be maintained under the terms and conditions of this permit,
and may obtain samples of groundwater, surface water, or leachate.
V. GENERAL CONDITIONS
This permit shall become voidable unless the facilities are constructed in accordance with the
conditions of this permit, the approved plans and specifications, and other supporting data.
2. This permit is effective only with respect to the nature and volume of wastes described in the
application and other supporting data.
This permit is not transferable. In the event there is a desire for the facilities to change ownership,
or there is a name change of the Permittee, a formal permit request must be submitted to the
Division accompanied by an application fee, documentation from the parties involved, and other
supporting materials as may be appropriate. The approval of this request will be considered on its
merits and may or may not be approved.
4. Upon the availability of a municipal or regional sewerage collection system, the subject
wastewater treatment facilities shall be abandoned and all wastewater discharged into the
municipal or regional sewerage system.
Failure to abide by the conditions and limitations contained in this permit may subject the
Permittee to an enforcement action by the Division in accordance with North Carolina General
Statute 143-215.6A to 143-215.6C.
6. The issuance of this permit does not preclude the Permittee from complying with any and all
statutes, rules, regulations, or ordinances which may be imposed by other government agencies
(local, state, and federal) which have jurisdiction.
7. This permit may be revoked if the Permittee fails to abide by the conditions of the "Operation and
Maintenance Agreement" previously signed by the Permittee.
A set of approved plans and specifications for the subject project must be retained by the Permittee
for the life of the project.
9. The Permittee, at least six (6) months prior to the expiration of this permit, shall request its
extension. Upon receipt of the request, the Commission will review the adequacy of the facilities
described therein, and if warranted, will extend the Permit for such period of time and under such
.conditions and limitations as it may deem appropriate.
10. No flow shall be tributary to the system permitted herein until the design engineer has provided
the Permittee with a comprehensive description of the permitted treatment and disposal system as
well as a guide for both its operation and maintenance.

Permit issued this tl*tenth day of February, 1999
NORTH (/A1ROLINAI-N)(Yk0X)G1ZTAL MANAGEMENT COMMISSION
Preston Howard, Jr., P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0015945
6

Permit No. WQ0015945
February 10, 1999
ENGINEER'S CERTIFICATION
Partial Final
1, , as a duly registered Professional Engineer in the State of
North Carolina, having been authorized to observe (periodically, weekly, full time) the construction of the
project,
Project Name
Location and County
for the Permittee hereby state that, to the best of my abilities, due care and diligence was used in the
observation of the construction such that the construction was observed to be built within substantial
compliance and intent of this permit, the approved plans and specifications, and other supporting materials.
Signature
Date
Registration No.

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t Heavy-duty ............... Light -duty .._..........
I�yYQn L'dG{Il Medium -duty.......... Unimproved dirt
_� U. S. Route 0 State Route

OPERATION AND MAINTENANCE AGREEMENT FOR THE
DIVISION OF ENVIRONMENTAL MANAGEMEI T
Ms. Linda Beard
11^ L k D
� a evew r.
Harrisburg, N.C. 28075
Single Family Residence Wastewater Treatment System i , _r :•::�'yc'``L�'g
Final Disposal by Spray Irrigation
Permit No. WQ p G 15 a q G _
Rowan Co.
I agree to operate and maintain the wastewater treatment system as follows:
1. The Permittee is responsible for the operation and maintenance of the entire treatment and
disposal system including, but not limited to, the following items:
a. The septic tank shall be checked every six (6) months and pumped out as required.
b . The tablet chlorinator shall be checked every week until the actual usage rate is
established and thence on a monthly basis. Tablets shall be added so as to provide
proper chlorination.
c. The storage system, pump system, and alarm system shall be inspected monthly.
The scum layer shall be removed at the same interval as the septic tank is cleaned
out.
d. The spray system shall be inspected monthly to make certain of the sprayers proper
operation, that the vegetative growth allows proper spray patterns, that the soil is
absorbing the disposed treated wastewater with no surface runoff, and that no
objectionable odors are being generated.
2. Failure of the Petmittee to properly operate this system is subject to a penalty up to $10,000
per day.
3. Failure to meet permit conditions or violation of the State's surface or groundwater
regulations will require cessation of occupancy of the residence.
I understand that failure to comply with these conditions along with the permit conditions may result in
voiding the permit.
Signature:-� Date:
Linda Beard
Notary Seal
. � w
Notary Signature: �• Pate:
:....._x.�::___....--. .. _ _ ti:-•:_ . °';, tit:
%
4.
a-4;.;;r;..YSe�...�i:. ..7!SE: :.�i`a,.i.. �. •:i•. ••r ;5

RATING SCALE FOR CLASSIFICATION OF WATER POLLUTION CONTROL SYSTEMS
Name of Facility:
Owner or Contact Person:
Mailing Addr ss: ; / L4&24,Vd&f— j4�AVZ A&M-lu- C 0-4 Q.
County: L&A Telephone: rl� 4 - z z6t!
Present Classification: �1 New Facility ✓ Existing Facility
11
NPDES Per. No: NC00 Nondisc. Per. No.WQ DO fC2-jf.-C� Health Dept.Per No.
Rated by: Y w Telephone:[? )Lb -169f Date: /O - g
Reviewed by: Health Dept. Telephone:
Regional Office Telephone:
Central Office Telephone:
ORC: Grade: Telephone:
Check Classification(s): Subsurface ✓Spray Irrigation Land Application
Wastewater Classification: (Circle One) I II III IV Total Points:
��►� �� 1 1: :1.�=►1 ��: 1■ :��� �. _ 7._cl�► JI :u. L 1=u ��► 7l►. �►: JI. �►:.
SUBSURFACE CLASSIFICATION
(check all units that apply)
1. septic tanks
2. pump, tanks
3. siphon or. pump -dosing systems
4. sand filters ,
5. grease trapinterceptor
6. oil/water separators
7. gravity subsurface treatment and disposal:
8. pressure subsurface treatment and disposal:
SPRAY IRRIGATION CLASSIFICATION
(check all units that apply)
1. preliminary treatment (definition no. 32 )
2. lagoons
3septic tanks
4. ✓ pump tanks
5.pumps
.6. ✓ sand filters
7ft grease trapinterceptor
8. oil/water separators
9. ✓ disinfection
10. chemical addition for nutrient/algae control
11. ✓ spray Irrigation of wastewater
In addition to the above classifications, pretreatment of wastewater In excess of these components shall
be rated using the point rating system and will require an operator with on. appropriate dual certification.
LAND APPLICATIONIRESIDUALS CLASSIFICATION (Applies only to permit holder)
1. Land application of biosolids, residuals or contaminated soils on a designated site.
WASTEWATER TREATMENT FACILITY CLASSIFICATION
The following systems shall be assigned a Class I classification, unless the flow is of a significant quantity or the technology is unusually
complex, to require consideration by the Commission on a case -by -case basis: (Check it Appropriate)
1. OiUwater Separator Systems consisting only of physical separation, pumps and disposal;
2. Septic Tank/Sand Filter Systems consisting only of septic tanks, dosing apparatus, pumps,sand filters, disinfection
and direct discharge;'
3. Lagoon Systems consisting only of preliminary treatment, lagoons, pumps, disinfection, necessary chemical treatment for
algae or nutrient control, and direct discharge;
4. Closed -loop Recycle Systems;
5. Groundwater Remediation Systems consisting only of oil/water separators, pumps, air -stripping, carbon adsorption, disinfection
and dispos.-J;
6. Aquaculture operations with discharge to surface waters; .
7. Water Plant sludge handling and back -wash water treatment;
8. Seafood processing consisting of screening and disposal..
9. Single-family discharging systems, with the exception of Aerobic Treatment Units, will be classified it permitted after July 1,
1993 or ii upon inspection by the Division, it is found that the system is not being adequately operated or maintained. Such
systems will be notified of the classification or reclassification by the Commission, in writing.

The following scale is nused for rating wastewater treatment facilities: (circle appropriate points)
ITEM POINTS
(1) Industrial Pretreatment Units or Industrial Pretreatment Program (see definition No. 33)...................................................4
(2) DESIGN FLOW OF PLANT IN gpd [not applicable to non -contaminated cooling waters, sludge handling facilities for
water purification plants, totally closed cycle systems(see definition No. 11). and facilities consisting only of hem
(4)(d) or Items (4)(d) and (11)(d))
0 - 20,000................................................................................................................................................1
20,001 - 50.000........................................ :............................................................................................. 2
50,001 - 100,000.....................................................................................................................................3
100,001 - 250,000...................................................................................................................................4
250,001 - 500.000...................................................................................................................................5
500,001 - 1,000,000................................................................................................................................8
1,000.001 - 2.000,000...........................................................................................................................10
2,000.001 (and up) rate 1 point additional for each 200,001) gpd capacity up to a maximum of .................30
Design Flow (gpd)
(3) PRELIMINARY UNrrSJPROCESSES (see definition No.32)
(a) Bar Screens...............................................................................................................................................1
or
(b) Mechanical Screens, Static Screens or Comminuting Devices..........................................................................2
(c) Grit Removal..............................................................................................................................................1
or
(d) Mechanical or Aerated Grit Removal.............................................................................................................2
(6) Flow Measuring Device ................................................................................................................................1
or
(1)
Instrumented Flow Measurement................................................................................................................2
(g)
Preaeratlon...............................................................................................................................................2
(h)
Influent Flow Equalization..........................................................................................................................2
(i)
Grease or Oil Separators - Gravity.................................................................................................................2
Mechanical................................................................................................................................................3
DissolvedAir Flotation................................................................................................................................8
())
Prechlorination.........................................................................................................................................5
(4) PRIMARY TREATMENT LJNrr&PFK)CFSSFS
(a)
Septic Tank (see definition No. 43).... ........ _..............................................................................................2
(b)
Imhoff Tank..............................................................................................................................................5
(c)
Primary Clarfflers.........................................................................................................................................5
(d)
Settling Ponds or Settling Tanks for Inorganic Nontoxic Materials (sludge handling facilities for water
purification plants. sand, gravel, stone, and other mining operations except recreational activities such as gem
orgold mining)........................................................................................................................................2
(5) SECONDARY TREATMENT LINTiSrPROCESSES
(a)
Carbonaceous Stage
(1) Aeration-Hlgh Purity Oxygen System..............................................................................20
DiffusedAir System.......................................................................................................10
Mechanical Air System (fixed, floating or rotor) ............................................. _............. ..... 8
SeparateSludge Reaetailon.............................................................................................3
(Il) Trickling Filter
HighRate.......................................................................................................................7
StandardRate...............................................................................................................5
PackedTower................................................................................................................5
(ill) Biological Aerated Filter or Aerated Biological Filter ...... ............................... _.................... 10
(Iv) Aerated Lagoons..........................................................................................................10
(v) Rotating Biological Contactors......................................................................................10
(vi) Sand Filters -intermittent biological..................................................................................2
Recirculatingbiological.....................................................................................................3
(vil) Stabilization Lagoons....................................................................................................5
(vill) Clarifier ....................................................................................................................5
(Ix) Single stage system for combined carbonaceous removal of BOD and nitrogenous removal by
nitrification (see definition No. 12)(Points for this hem have to be in addition to items
(5)(a)(1) through (5)(a)(viil),
utilizing the extended aeration process (see definition No.3a)..........................................2
utilizingother than the extended aeration process............................................................e
(x) Nutrient additions to enhance BOD removal......................................................................5
(XI) Biological Culture ('Super Bugs')addhion........................................................................5
(b)
Nitrogenous Stage
(I) Aeration - High Purity Oxygen System .................................... _................. ..................... 20
Diffused Air System.......................................................................................................10
Mechanical Air System (fixed, floating or rotor) ................. I ............................... _.............. a
SeparateSludge Reaeration.............................................................................................3
(iI) Trickling Fllter-High Rate...................................................................................................7
StandardRate...............................................................................................................5
PackedTower................................................................................................................5
(Ill) Biological Aerated Filter or Aerated Biological Filter ................................. _.......................... 10
(Iv) Rotating Biological Contactors......................................................................................10
(v) Sand Filter - Intermittent biological..................................................................................2
Recirculating biological....................................................................................................3
(VI) Clarifier..........................................................................................................................5
(6) TERTIARY ORADVANCED TREATMENT LNITS/PROCESSES
(a)
Activated Carbon Beds -
whhoutcarbon regeneration...................................................................................................5
withcarbon regeneration.......................................................................................................15
(b)
Powdered or Granular Activated Carbon Feed-
,Mlhout carbon regeneration.................................................................................................5
withcarbon regeneration.....................................................................................................1 5
(c)
Air stripping.............................................................................................................................................
(d)
Denhrfficatlon Process.............................................................................................................................. 0
(e)
Electrodialysis............................................................................................................................................5
(1)
Foam Separation.......................................................................................................................................5
(g)
Ion Exchange............................................................................................................................................5
(h)
Land Application of Treated Effluent (see definition No. 22b) (not applicable for sand, gravel, stone
and other similar mining operations) by high rate Infiltration ........... .................................. _.........................4
(I)
Microscreens.............................................................................................................................................5
il)
Phosphorous Removal by Biological Processes (See deflnhlon No. 26)..... ..................................................20
(k)
Polishing Ponds - without aeration........:...................................................................................................2
withaeration.................................................................................................................5

(I)
Post Aeration - cascade.......:......................................................................................................................0
diffusedor mechanical........................................................................................................2
(m)
Reverse Osmosis........................................................................................................................................5
(n)
Sand or Mixed -Media Filters - low rate..........................................................................................................2
highrate......................................................................5
(o)
Treatment processes for removal of metal or cyanide...................................................................................1 5
(p)
treatment processes for removal of toxic materials other than metal or cyanide ......................................... 15
(7)
SLUDGETREATMENT
(a)
Sludge Digestion Tank - Heated (anaerobic) ..............................................
Aerobic:....................................................................................................................................5
Unheated(anaerobic)
................................................................................................................................3
(b)
Sludge Stabilization (chemical or thermal)...................................................................................................5
(c)
Sludge Drying Beds - Gravity.............................................................. 2
........................................................
Vacuum Assisted
(d)
......................................................................................................................................5
Sludge Eluldation.....................................................................................................................................5
(e)
Sludge Conditioner (chemical or thermal)....................................................................................................5
(f)
Sludge Thickener (gravity).........................................................................................................................5
(g)
Dissolved Air Flotation Unit (not applicable to a unit rated as(3)(i)).............................................................8
(h)
Sludge Gas Utilization (including gas storage)...........................................................................a........ 2
()
Sludge Holding Tank - Aerated...................................................................................................................5
Non -aerated
(J)
............................................................................................................................................. 2
Sludge Incinerator (not including activated carbon regeneration)........o
(k)
........................................................I
Vacuum Filter, Centrifuge, or Filter Press or other similar dewatering devices...................................................1 0
(8)
RESIDUALS UTILIZATION/DISPOSAL (including incinerated ash)
(a)
Lagoons.............................................................................................:....................................................2
(b)
Land Application (surface and subsurface) (see definition 22a)
by contracting to a land application operator or landfill operator who holds the land application permit
orlandfill permit........................................................................................................................................2
(c
Dedicated Landfill(burial) by the pemthtee of the wastewater treatment facility...............................................5
9
( )
(a)
Chlorination.............................................................................................................................................5
(b)
Dechlorination..........................................................................................................................................5
(c)
Ozone......................................................................................................................................................6
(d)
Radiation.................................................................................................................................................5
(10)
CHEMICAL ADDITION SYSTEM(S) ( see definition No. 9) {not applicable to chemical additions rated as item (3)0),
(5)(a)(xt), (6)(a), (6)(b), (7)(b), (7)(e). (9a), (9)(b) or (9)(c) 5 points each:
List
.................................................................................................................................. 5
.................................................................................................................................. 5
(11)
MISCHIANC-OUS UNffSrPFiOCESSSSES.. '............................................................................................................................ S
(a)
Holding Ponds, Holding Tanks or Settling Ponds for Organic or Toxic Materials including wastes from mining
operations containing nitrogen or phosphorus compounds in amounts significantly greater than Is common
fordomestic wastewater............................................................................................................................4
(b)
Effluent Flow Equalization (not applicable to storage basins which are inherent In land application systems).....2
(c)
Stage Discharge (not applicable to storage basins Inherent in land application systems) .......................
(d)
Pumps.....................................................................................................................................................3
(e)
Stand -By Power Supply............................................................................................................................3
(1)
Thermal Pollutbn Control Device................................................................................................................ 3
TOTALPOINTS..........................................................................
ClassI........................................................................................................ 5-25 Points
Class11.........................................................................................................26.50 Points
CimsIll ........................................................................................................51-65 Points
ClassIV.......................................................................................................66-Up Points
-------------------------------------------------------------
Facilhies having a rating of one through four points, Inclusive, do not require a certified operator.
Facilities having an activated sludge process wig be assigned a minimum classification of Class If.
Facilities having treatment processes for the removal of metal or cyanide will be assigned a minimum classification of Class II.
Facilities having treatment processes for the biological removal of phosphorus will be assigned a minimum classification of Class Ill.
----------------------------------=--------------------------
DOD4 DEFINITIONS
The following definitions shall apply throughout this Subchapter.
(1) Activated Carbon Beds. A physlcal/chemical method for reducing soluble organic material from wastewater effluent; The column -type beds used In this
method will have a flow rate varying from two to eight gallons per minute per square foot and may be either upflow or downflow carbon beds. Carbon may or
may not be regenerated on the wastewater treatment plant she;
(2) Aerated Lagoons. A basin In which all solids are maintained In suspension and by which biological oxidation or organic matter is reduced through artificially
cla tad transfer of oxygen on a flow-ihrough basis;
(3) Aeration. A process of bringing about intimate contact between air or high purity oxygen In a liquid by spraying, agitation or diffuslon;(3a) Extended
Aeration. An activated sludge process utilizing a minimum hydraulic detention time of 18 hours.
(4) Agriculturally managed she. Any she on which a crop Is produced, managed, and harvested (Crop includes grasses, grains, trees, ate.);
(5) Air Stripping. A process by which the ammonium Ion Is first converted to dissolved ammonia (pH adjustment) with the ammonia then released to the
atmosphere by physical means; or other similar processes which remove petroleum products such as benzene, toluene, and xylene;
(6) Carbon Regeneration. The regeneration of exhausted carbon by the use of a furnace to provide extremely high temperatures which volatilize and oxidize the
absorbed Impurities;
(7) Carbonaceous Stage. A stage of wastewater treatment designed to achieve 'secondary' effluent limits;
(8) Centrifuge. A mechanical device In which centrifugal force is used to separate solids from liquids or to separate liquids of different denshlas;
(9) Chemical Addition Systems- The addltlon of chemical(s) to wastewater at an application point for purposes of Improving solids removal, pH adjustment,
alkalinity control, etc.; the capability to experiment with different chemicals and different application points to achieve a specific result will be considered one
system; the capability to add chemical(s) to dual units will be rated as one system; capability to add a chemical at a different application points for different
purposes will result in the systems being rated as separate systems;
(10) Chemical Sludge Conditioning. The addition of a chemical compound such as lime, fenic chloride, or a polymer to wet sludge to coalesce the mass prior to
its application to a dewatering device;
(11) Closed Cycle Systems. Use of holding ponds or holding tanks for containment of wastewater containing inorganic, non -toxic materials from sand, gravel,
crushed stone or other similar operations. Such systems shall carry a maximum of two points regardless of pumping facilities or any other appurtenances;
(12) Combined Removal of Carbonaceous BOD and Nitrogenous Removal by Nhrftatlon- A single stare system reoulred to achieve nermit affluent limhn nn Rnn

TAMES BEARD
OWNER/PERMITTEE
280 BLACKBEARD LN
ROCKWELL, NC 28138
3 / '4i "veIV_
Dear Mr. Beard,
Michael F. Easley, Governor
NC-
� cretary
North Carolina Department off `g$t
r_nm [-:a1Ah W; �h 1"Offl"
IMA
Coleeen HIL-JIff. Sulh"o ama
,' _`Divka Quality ,'
ut(; p 1 2003 ``',�
November 26, 2003
rn
,t ,.
Subject: Request for Permit Renewal
Surface Irrigation - Single Family Residence
Beard SFR
Permit Number WQ0015945
Rowan County
As of this date, our records indicate that the above -referenced permit, which was issued on 02/10/99 and
expires on 01/31/04, has not been renewed. It is both a condition of your permit and required by 15A NCAC 2H
.0211 to request a renewal of your permit at least 180 calendar days prior to its expiration date.
Failure to apply for permit renewal, and operation of your facility without an active permit may result in
the assessment of civil penalties of up to $25,000 per violation per day, in accordance with North Carolina
General Statute § 143-215.6A. Therefore, it is imperative that you submit a permit renewal application package
for review as soon as possible.
Failure to respond to this notice within sixty (60) calendar days of its receipt shall result in a Notice of
Violation (NOV) and possible civil penalties may be incurred. Please submit, in triplicate, the completed Single
Family Residence Surface Irrigation System Permit Application, a notarized Operation and Maintenance
Agreement and the completed Permit Name/Ownership Change Form (if necessary) to the following contact
person:
Mr. Nathaniel Thornburg
NCDENR-DWQ
1617 Mail Service Center
Raleigh, NC 27699-1617
[phone], extension 533
[e-mail]
Please note that if the facility has never been constructed or if the residence has been connected to sewer service,
an option to rescind the permit is located in the application. Thank you in advance for your cooperation and
timely response.
Sincerely,
Nathaniel Thornburg
Environmental Engineer I
cc: Daryl Merritt — Non -Discharge Compliance/Enforcement Unit
Mooresville. Regional Office — Water Quality Section
Water Quality Central Files
Non -Discharge Permitting Unit
1617 Mail Service Center, Raleigh, NC 27699-1617
Internet http://h2o.enr.state.nc.us/ndpu
Telephone [phone] Fax [phone]
DENR Customer Service Center
An Equal Opportunity Action Employer
Telephone [phone]
50% recycled/10% post -consumer paper

•h

03/04/2004 21:46 7042090553 BEARDS PAGE 01
Pagc 10f 1
Subj: re- Permit for James and Linda Beard, Rockwell, NC
Date: 3/3/2004 3:02;10 PM Eastern Standard Time
From, Lgreenebeard.
T0: samar_bou- hazale mro.enr state.nc.us
The following is the information that you needed from. us:
Name- Rowan Septic Tank, Salisbury, NC
Telephone- 704-636-5659
They will pump tank and take to their shop and put in a holding tahk until they can get on ground to land apply.
They have certifications from the state for this purpose.
Any addlitonal informmtion that you need, please call- me at 704-209-0552 or e-mail me at this address.
Thank You,
Linda Beard
axt _k
r-I'L-dt-
NORTH CAROLINA 0epnRYK-14T OF
ENVIRONMENT AND NATURAL ReAoURGE6
SAMAR BOU-GHAZALE �WA
ENVIRONMENTAL ENGINEER 1 //'' �®E`
13"16ION OF WATER QUAL.ITT H41NR
91B Nor" MaIN NTI d,,
McOQrOVILL[, NC au117
VMONC 704-663-1600 # Ar 704-609.8040
oamar_E0II-ghUZaI90M(0.anr i1B10.nC U9
ltctr��o Mr{•
Wednesday, March 03, 2004 Amterica.Online: Lgreenebeard

INV
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
MOORESVILLE- REGIONAL OFFICE
DIVISION OF WATER QUALITY
February 17, 1999
Ms. Linda Beard
213 Lakeview Drive
Harrisburg, North Carolina 28075
Subject: Permit No. WQ0015945
James and Linda Beard Residence
SFR Spray Irrigation System
Rowan County, NC
Dear Ms. Beard:
Our records show that Permit No. WQ0015945 was issued on February 10, 1999 for
your non -discharge wastewater treatment facility. The purpose of this letter is to advise you of
the importance of the Permit and the liabilities in the event of failure to comply with the terms
and conditions of the Permit. If you have not already done so, it is requested that you and other
appropriate persons thoroughly read the Permit.
The Permit sets forth specific performance standards, operation and maintenance
requirements, monitoring requirements, plus general conditions applicable to non -discharge
permits. Failure to comply with the terms and conditions of the Permit subject the Permittee to
enforcement action pursuant to Section 143-215.6 of the North Carolina General Statutes in the
form of civil or criminal penalties.
Please note that the subject Permit expires on January 31, 2004. Condition No. 9, Part
V of the Permit requires that a renewal request be submitted at least six (6) months prior to
expiration. Also, the Permit is non -transferable until such time that the Permittee has requested
a name change to the new Permittee.
As mentioned previously, the purpose of this letter is to advise you of the importance of
your Permit. Please read the permit and contact this Office at 704/663-1699 in Mooresville if
you have any questions or need clarification. We look forward to providing any assistance.
DRG:de
Sincerely,
D. Rex Gleason, P. E.
Water Quality Regional Supervisor
919 NORTH MAIN STREET, MOORESVILLE, NORTH CAROLINA 291 1S.
PHONE [phone] FAX [phone]
AN EQUAL OPPORTUNITY /AFFIRMATIVE ACTION EMPLOYER - SO% RECYCLED/1.0% POST -CONSUMER PAPER
V�

OW
State of North Carolina
Department of Environment
and Natural Resources FEB, 7 1999
AA D*6sion of Water Quality M
"W-9. FT
fZ'
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
A. Preston Howard, Jr., P.E., Director
Ms. Linda Beard
213 Lakeview Drive
I /Xw
Harrisburg, North Carolina 28075
.e
Dear Ms. Beard:
February 15, 1999
?WA
A4 •
AW-Iftnoo
MCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
Subject: Permit No. WQ0015945
James and Linda Beard Residence
SFR Spray Irrigation System
Rowan County
Please replace the cover letter of Permit No. WQ0015945 with the enclosed cover page.
The original document erroneously identified Chatham County in the subject heading. The cover
letter should have identified Rowan County. I apologize for any inconvenience.
If you have any additional questions, please call me at [phone], extension 509.
Sincerely,
�yrnj_ Ct.tll.Cu -
Jom Cardin
Environmental Engineer
Non -Discharge Permitting Unit
cc: pores il'1 Rogi onaal�Off ce,, W�a e_l ual
Permit File WQ0015945
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
A. Preston Howard, Jr., P.E., Director
Ms. Linda Beard
213 Lakeview Drive
Harrisburg, North Carolina 28075
Dear Ms. Beard:
IqFw V
1 0 •
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
February 10, 1999
Subject: Permit No. WQ0015945
James and Linda Beard Single -Family Residence
Wastewater Treatment and Spray Irrigation System
Rowan County
In accordance with your application received October 5, 1998, we are forwarding herewith Permit No.
WQ0015945, dated February 10, 1999, to Ms. Linda Beard for the construction and operation of the subject
single-family wastewater treatment and spray irrigation system.
This permit shall be effective from the date of issuance until January 31, 2004, and shall be subject to
the conditions and limitations as specified therein. Please pay particular attention to the monitoring
requirements in this permit. Failure to establish an adequate system for collecting and maintaining the
required operational information will result in future compliance problems. No flow shall be tributary to the
subject system until Condition V. 10. is met.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right
to request an adjudicatory hearing upon written request within -thirty (30) days following receipt of this permit.
This request must be in the form of a written petition, conforming to Chapter 150B of the North Carolina
General Statutes, and filed with the Office of Administrative Hearings, P.O. Drawer 27447, Raleigh, NC
27611-7447. Unless such demands are made this permit shall be final and binding.
One set of approved plans and specifications is being forwarded to y u. If you need additional
information concerning this matter, please contact Ms. Joni Cardin at (919) 7383 extension 509.
a Howard, Jr., P.E.
cc: Rowan County Health Department
Mr. J. Thurman Horne, P.E. — Horizon Engineering & Consulting, Inc.
Mooresville Regional Office, Water Quality Section
Technical Assistance and Certification Unit
Non -Discharge Compliance/Enforcement Unit
PO Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] Fax [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post -consumer paper

rR
State of North Carolina
Department of Environment,6,
and Natural Resources
{
Division of Water Quality
FEB
fl g 1999
James B. Hunt, Jr., Governor
wxwl r,
Wayne McDevitt, Secretary
A. Preston Howard, Jr., P.E., Director
Ms. Linda Beard
213 Lakeview Drive
Harrisburg, North Carolina 28075
Dear Ms. Beard:
February 10, 1999
NORTH CA OL. A DEPARTMENT OF
ENV -9r,6MENTVAND`NA�URAL RESOURCES
VFB 15 1999
iS'�:ii:n3�P �c;iTliliiEllQ
Subject: Permit No. WQ0015945
James and Linda Beard Single -Family Residence
Waste reatment and Spray Irrigation System
Q��
In accordance with your application received October 5, 1998, we are forwarding herewith Permit No.
WQ0015945, dated February 10, 1999, to Ms. Linda Beard for the construction and operation of the subject
single-family wastewater treatment and spray irrigation system.
This permit shall be effective from the date of issuance until January 31, 2004, and shall be subject to
the conditions and limitations as specified therein. Please pay particular attention to the monitoring
requirements in this permit. Failure to establish an adequate system for collecting and maintaining the
required operational information will result in future compliance problems. No flow shall be tributary to the
subject system until Condition V. 10. is met.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right
to request an adjudicatory hearing upon written request within thirty (30) days following receipt of this permit.
This request must be in the form of a written petition, conforming to Chapter 150B of the North Carolina
General Statutes, and filed with the Office of Administrative Hearings, P.O. Drawer 27447, Raleigh, NC
27611-7447. Unless such demands are made this permit shall be final and binding.
One set of approved plans and specifications is being forwarded to ou. If you need additional
information concerning this matter, please contact Ms. Joni Cardin at (919) 7 -5083 extensi 509.
Sincer
�C A. Preston Howard, Jr., P.E.
cc: Rowan County Health Department
Mr. J. Thurman Horne, P.E. — Horizon Engineering & Consulting, Inc.
e Bona rce, uali ,
Technical Assistance and Certi ication unit
Non -Discharge Compliance/Enforcement Unit
PO Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] Fax [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post -consumer paper

C
12. The Permittee is responsible for the operation and maintenance of the entire treatment and disposal
system including, but not limited to, the following items:
a. The septic tank shall be_checked annually and pumped out as needed.
b. The tablet chlorinator shall be-checked-everrweek:--,Tablets shall be added so as to provide
proper chlorination.
c. The storage, pump, and alarm systems shall be inspected weekly, The scum layer shall be
removed at the same interval as the septic tank is cleaned out.
d. The spray system shall be inspected weekly to make certain of the sprayers proper operation,
that the vegetative growth allows a proper spray pattern, that the soil is assimilating the
disposed treated wastewater with no surface runoff, and that no objectionable odors are being
generated.
III. MONITORING AND REPORTING REQUIREMENTS
1. Any monitoring deemed necessary by the Division to insure surface and ground water protection
will be established and an acceptable sampling reporting schedule shall be followed.
2. The Permittee shall maintain records of all maintenance performed on the system and irrigation
area, as required in Condition II. 12. for a minimum of five years. This information shall be
provided to the Division upon request.
3. Noncompliance Notification:
The Permittee shall report by telephone to the Mooresville Regional Office, telephone number
[phone], 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 process unit failure, due to known or unknown reasons, that renders the facility incapable
of adequate wastewater treatment, such as mechanical or electrical failures of pumps, spray
heads, etc.; or
b. Any failure of a pumping station or treatment facility resulting in a by-pass directly to
receiving waters without treatment of all or any portion of the influent to such station or
facility.
c. Any event when the disposal pump manually or automatically operates despite the
precipitation/soil moisture sensor circuit breaker.
Persons reporting such occurrences by telephone shall also file a written report in letter form
within five (5) days following first knowledge of the occurrence. This report must outline the
actions taken or proposed to be taken to ensure that the problem does not recur.
4. The Permittee shall maintain a record of the number of times that the spray irrigation system
disposes treated effluent during precipitation events and under conditions when the soil in the
disposal field is saturated.
IV. INSPECTIONS
1. Adequate inspection, maintenance, and cleaning shall be provided by the Permittee to insure
proper operation of the subject facilities.
4

2. Any duly authorized officer, employee, or representative of the Division may, upon presentation
of credentials, enter and inspect any property, premises or place on or related to the disposal site or
facility at any reasonable time for the purpose of determining compliance with this permit, may
inspect or copy any records that must be maintained under the terms and conditions of this permit,
and may obtain samples of groundwater, surface water, or leachate.
V. GENERAL CONDITIONS
This permit shall become voidable unless the facilities are constructed in accordance with the
conditions of this permit, the approved plans and specifications, and other supporting data.
2. This permit is effective only with respect to the nature and volume of wastes described in the
application and other supporting data.
This permit is not transferable. In the event there is a desire for the facilities to change ownership,
or there is a name change of the Permittee, a formal permit request must be submitted to the
Division accompanied by an application fee, documentation from the parties involved, and other
supporting materials as may be appropriate. The approval of this request will be considered on its
merits and may or may not be approved.
4. Upon the availability of a municipal or regional sewerage collection system, the subject
wastewater treatment facilities shall be abandoned and all wastewater discharged into the
municipal or regional sewerage system.
5. Failure to abide by the conditions and limitations contained in this permit may subject the
Permittee to an enforcement action by the Division in accordance with North Carolina General
Statute 143-215.6A to 143-215.6C.
6. The issuance of this permit does not preclude the Permittee from complying with any and all
statutes, rules, regulations, or ordinances which may be imposed by other government agencies
(local, state, and federal) which have jurisdiction.
7. This permit may be revoked if the Permittee fails to abide by the conditions of the "Operation and
Maintenance Agreement" previously signed by the Permittee.
8. A set of approved plans and specifications for the subject project must be retained by the Permittee
for the life of the project.
9. The Permittee, at least six (6) months prior to the expiration of this permit, shall request its
extension. Upon receipt of the request, the Commission will review the adequacy of the facilities
described therein, and if warranted, will extend the Permit for such period of time and under such
conditions and limitations as it may deem appropriate.
10. No flow shall be tributary to the system permitted herein until the design engineer has provided
the Permittee with a comprehensive description of the permitted treatment and disposal system as
well as a guide for both its operation and maintenance.

Permit issued this twtenth day of February, 1999
NORTH OLIN . N O TAL MANAGEMENT COMMISSION
!A. Preston Howard, Jr., P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0015945

Permit No. WQ0015945
February 10, 1999
ENGINEER'S CERTIFICATION
Partial Final
1, , as a duly registered Professional Engineer in the State of
North Carolina, having been authorized to observe (periodically, weekly, full time) the construction of the
project,
Project Name
Location and County
for the Permittee hereby state that, to the best of my abilities, due care and diligence was used in the
observation of the construction such that the construction was observed to be built within substantial
compliance and intent of this permit, the approved plans and specifications, and other supporting materials.
Signature
Date
Registration No.

Re: spJ,".WQ9035945 ` �^ f d�
1 v�� Il
Subject: Re: spray WQ0015945
Date: Mon, 11 Dec 2000 08:46:36 -0500
From: Kim Colson <[e-mail]>
To: J R Joshi <jaya [e-mail]>, Ellen Huffman <[e-mail]>
Our current shell requires weekly checks. For SFR sprays, this requirement
does not at this time need to be conducted by a certified operator. He could
still come out monthly and conduct a more thorough inspection while she does a
less comprehensive weekly check. KC
J R Joshi wrote:
> Ellen, I am not sure why there is a discrepancy in the 0&M agmt and the
> latest permit. It appears Joni worked on the permit. I am copying this
> message to Kim. Hopefully he can shed some light on it...
> Ellen Huffman wrote:
> > Hi J.R. ,
> > I got a call from Tim Bannister, a cert. oper. who subs for small
> > systems. Linda Beard, permittee, wants to hire him to operate and
> > maintain her system. there is some confustion in the permit oper. &
> > maint. frequencies.
> > On Oct. 5, 1998 DENR WQ received the oper. & maint. agreement, notarized
> > which had Part II section 12 (a-d) as monthly inspections for the
> > chlorinator, storage system, pumps, alarm etc. The actual permit dated
> > Feb. 10, 1999 - four months later - reads weekly.
> > Tim needs this clarified before he can contract with Ms. Beard. Ms.
> > Beard will not be able to afford to hire him if the State wants weekly
> > checks.
> > Please advise as to how we need to handle this.
> > Thanks!
> > Ellen
> > Ellen Huffman - [e-mail]
> > North Carolina Dept. of Environment & Natural Resources
> > Div. of Water Quality
> > 919 N. Main St.
> > Mooresville, NC 28115
> > Ph: 704.663.1699 Fax: [phone]
> J. R. Joshi
> North Carolina Division of Water Quality
> Non -Discharge Permitting Unit
> 1617 Mail Service Center, Raleigh, NC 27699-1617
> Phone: [phone] ext. 363 FAX: [phone]
> E-mail: [e-mail]
1 of 1 12/11/2000 9:11 AM

* Transm i t Con-f _ Report A<*
Dec 11 '00 14:34
---} ,, 17048218892
No.
0007
Mode
NORMAL
Time
O'5211
Pages
1 Page(s)
Result
0 K

t
Dec. I. 2000 10:32AM CRESCENT 3HUM CES
No,3031 P-
The Point On Norman
Development Office
""214 Brawley School Road
-Mooresville, I TC 2811.7
Phone: [phone]
Fax: [phone]
of --
Fix #: (.p 6P 3 s- (0 a Vo
Date:
4
Pages Sent:
Comments:
Art Raymond
Jirn Atldnson
N'an Pitts Randy McCall
Lannie FXoppe:• Sue Nelson

OPERATION I'AND MAINTENANCE AGREEMENT FOR THE
DlYISION OF ENVIRONMENTAL MA.NA►GELAY � Tfo
Ms. Linda Beard � -,:�nci
213 Lakeview Dr.
h
Harrisburg, I.C. 28075
Single Family Residence Waste",kater Treatment System
Final Disposal by Spray Irrigation
Permit No. WQ001561(4,r
Rowan Co. ,
I agree to operate and rnaintain't ie wastewater treatmenr system as follows;
The Permir[ee is -responsible for the operntiori and maintenance of the entire treatment and
disposal system1hchidkig, but not limited to, the following items;
a. The sepdc'tank shall be checked every six (6) months and. pumped out as required,
b. The tab(lt chlorinator shall bz checked every week; until the actual usage rate is
establisMa and thence on a monthly basis. Tablets shall be added so as to provide
proper oWorination. -----�
C. The storage system, pump system, and alarm system shall be inspected monthly,
The scum► layer shall be removed at the smna interval as the septic tank is cleaned
out.
d. The spraj system shall be inspected monthly to make certain of to sprayers proper
operation; that the vegetative growth allows proper spray patterns, that the sail is
abaorbixxi the disposed treated wastewater with rla surface runoff, and that no
objectionable odors are being generated..
2. Failure of the Pormitte- to properly operate. this system i$ subject to a penalty up to $10,000
day.
3. Failure to meet permit conditions or violation a the State's surface or groundwater
regulations will require cessation of occupancy of the residence.
i �',i
I understand that failure co comply with these conditions along with the perrni,t conditions may =sult in
voiding tho permit.
Signatuze,�.':,.._. pate: i 4 I
Linda Beard
Notary Steal
}
Notary Signature: Date,
;1?fin
. o-.y.i'fi�u,iw:hp;r!"� bLu 4.,�i,�p�.4,. •.•�np..•,•' e" . <:.,... ;.h
Z ' d "1S35' 0N • '.•• - 1 11 SDHOSR iGV'S3D0 --- NMI[ HN ' y ' aa'3.: .

r
e
Horizon Engineering & Consulting, Inc.
The Environmental Group
107 Commercial Park Drive
Concord, N.C. 28027
704-788-9497.
Fax:[phone]
Ms. Joni Cardin, Environmental Engineer
Non -Discharge Permitting Unit
State DENR
POB 29535
Raleigh, N. C. 27626-083 5
Subject: Application No. WQ0015945
James and Linda Beard Residence
Additional Information
SrR Spray Irrigation
Rowan County
J\
V•
Dear Ids. Cardin:
January 13, 1999
I am furnishing the following information in response to your letter of December 30,
1998, regarding the subject application for James and Linda Beard. This information
is in the same numerical order as your request.
1. The spray heads are rated for 5.2 gallons per minute.
2. The requested elevations have been added 'to Sheet No. 2 of the plans. Recovery
procedures in case of pump failure are attached and wi11 be incorporated in the
specifications.
3. The sand specifications have been modified to DWQ Criteria and included on
Sheet No. 3. Total dosing cycles per day shall be changed to 24 at 80 gallons
per dose and will be inserted into the specifications.
4. A combination soil moisture and rainfall detector, ` Mirii-Clik" manufactured by
Glen*Elton, is proposed to measure precipitation and relative soil moisture.
This device will be wired into the control systems to operate automatically
and will incorporate a manual override feature. The manufacturer's
literature is enclosed and appropriate reference will be included in the plans
and specifications.
5. Pumps are identified on the plans and specifications.
K&�

The above information is provided to you signed, sealed, and in triplicate to expedite
the approval process. Thanks in advance for your considerations. If you have any
questions please call me at 704-788-9497.
in Horne, P.E.

Proposed .Jaynes & Linda Beard Residence
Gold Hill, Rowan County
Specifications, Design Basis and
,,d4 Operation & Maintenance Instructions
�` ca
'f"®• `� Chi
Proposed Wastewater Treatment
Spray Irrigation/Disposal Facilities
Addendum. No. I.
Prepared for:
James & Linda Beard
213 Lakeview Drive
Harrisburg, N.C. 28075
Prepared by: Horizon Engineering & Consulting, Inc.
107 Commercial Park Drive
Concord, N.C. 28027
704-788-9497
,��tieeaeaPece,o
eeeoFiCA Rp,
°
SEAL r ®m
ak 104v5 - a
° Frey'
••,���,orN aR�M P;� �ovm� G
2G'

Note: The attached documents were developed in response to review
comments received from the NCDEHNR dated December 30,
1999. The changes and additional equipment referenced herein
are hereby a part of the design plans and specifications as an
addendum to the original submittal.

Horizon Engineering & Consulting, Inc.
The Environmental Group
107 Commercial Park Drive
Concord, N.C. 28027
704-788-9497.
Fax: [phone]
Ms. Joni Cardin, Environmental Engineer
Non -Discharge Permitting Unit
State DENR
POB 29535
Raleigh, Ni. C. 2 i 626-083 5
Subject: Application No. WQ0015945
James and Linda Beard Residence
Additional Information
SFR Spray Irrigation
Rowan County
Dear lolls. Cardin:
January 13, 1999
I am furnishing the following information in response to your letter of December30,
1998, regarding the subject application for James and Linda Beard. This infor^.zation
is in the same numerical order as your request.
1. The spray heads are rated for 5.2 gallons per minute.
2. The requested elevations have been added to- Sheet No. 2 of the plans. Recovery
procedures in case of pump failure are attached and will be incorporated in the
specifications.
3. The sand specifications have been modified to DWQ Criteria and included on
Sheet No. 3. Total dosing cycles per day shall be changed to 24 at 80 gallons
per dose and will be inserted into the specifications.
4. A combination soil moisture and rainfall detector, "Mini-Clik' manufactured by
Glen -Hilton, is proposedito measure precipitation and relative soil moisture.
This device will be wired into the control systems to operate automatically
and will incorporate a manual override feature: The manufacturer's
literature is enclosed and!appropriate reference will be included in the plans
and specifications.
5. Pumps are identified on the plans and specifications.

The above information is provided to you signed, sealed, and in triplicate to expedite
the approval process. Thanks in advance forlwur considerations. If you have any
questions please call me at 704-788-9497.

State f North Carolina
Depa ment of Environment.
and N. tural Resources
Division of Water Quality
James iB. Hunt, Jr., Govemor
Wayne; McDevitt, Secretary
A. Preston toward, Jr., P.E., Director
i
Ms. Litlda Beard
213 Lakeview Drive
Harrisburg, North Carolina 28075
L7ecernber 30, 1998
'*7
V r
INC-D-ENR
AM OL
NORTH CAROUNA DEPARTMENT OF
ENVIRONMENT AND NATURAL. RESOURCES
Subject: Application No. WQ0015945
Additional Information Request
James and Linda Beard Residence
SFR Spray Irrigatiou System
Rowan Countv
Dear Ms. Beard:
'The ?von -Discharge Permitting Unit has completed a preliminary, engineering review of
the subject application. Additional information is required before we can continue our review.
Please address the following by February 1. 1999:
1) Please clarify whedier the proposed spray heads are rated for.4.2 gallons per minute
or 5.2 gallons per minute.
2) Please explain what would happen if the punip in the pL=p tank were to fail (i.e.
Describe the flow pattern.) and describe holy the system would recover acid resume
normal operation (i.e. Once the faulty pump leas been replaced, how would the
recirculation tank recover?), Please include the elevations of the distribution bo�c
and the inverts of all associated piping on the hydraulic profile shown on Sheet 2 of
the engineering plans.
3 The followingsand specifications were given for the proposed recirctilating surface
sand filter: efectivesize 1 — 1.5 mm, uniformity coefficient < 3.0, and dust content
< 0.5 /o. The following sand specifications are accepted by the Division or Water
Quality (Division) for pressure -dosed, recirculating sand filters with coarse filter
sand: effective size 0.8 — 1.5 mm, uniformity coefficient < 2.5, and dust content <
! 0.50/o. The Division accepts the following design parameters for coarse filter sand
recirculating sand filters: filter depth > or equal to 24 inches, 24 — 48 doses per day,
with a 2.5 — 5.0 gpd per fe loading rate. Please justify the proposed sand
i specifications and design parameters.
4) One of the conditions of the single-fanuly spray irrigation permit states that
irrigation shall not be performed during inclement weather or when the ground is in
a condition that will cause runoff. Equipment must be installed near�che disposal
area that will detect precipitation and prevent the effluent pump from automatically
discharging to the spray field during inappropriate conditions. A manual over -ride
I should be included.
nEqual Opportunity,AffirmativeAction 7Employe 5o%Qreaycfed/10 post3-corlsu er paper-0718

5) A soil moisture sensor must be installed in or near the disposal area to detect
saturated soil conditions and prevent the effluent pump frou� automatically
discharging to the spray field during inappropriate conditions_ A manual over-ri.de
should be included.
6) Please identify the: proposed effluent pump.
Please reference the subject permit application nj=ber when providing the requested
infornatim. All information should be,signed, sealed, and submitted in triplicate to my
attention at die address below. Please note that failure to provide this additional information on
or before the above requested dzte can result in your application being returned as incomplete.
j ('you. have any questions regarding this request, please call me at [phone],
extension 309. Thank you for your cooperation.
Sincerely,
Dona Cardin
Environmental Engineer
Non -Discharge Permitting Unit
cc: G.T. Chen — Mooresville Regional Office, Water Quality
Permit File WQ0015945
S. 'Thurman Horne, P.E. — Horizon Engineering & Consulting Inc.

PUMP TANK FAILURE
If pump tank fails:
1. Turn the recirculation pump off. The recirculation tank will store influent flow.
2. Replace or repair the pump.
3. Restart pump and check operation.
4. Manually recirculate to reduce recirculation tank volume if volume is greater than
34", which is 50% of tank volume.
5. Manually operate the recirculation system until volume is reduced below the 24"
alarm elevation (top float).
6. Return system to automatic operation.
NOTE: Under normal operating conditions,"-6tual flows will be less than the
design flow. Therefore, manual op rations are not necessary for the system
to equilibrate since the normal pump cycle will pump the design flow
each day and will reduce the tank volume under standard operating
procedures. The actual recovery time will vary based on the number of
days not run for repairs to occur or rainfall events that cause down times.

M1N1=CL11C
DEPENDABLE SPRINKLER CONTROL FOR AUTOMATIC IRRIGATION SYSTEMS
MINI-CLIK II® RAIN SENSOR
AUTOMATICALLY SHUTS OFF SPRINKLER SYSTEMS WHEN IT RAINS
Mini-Clik II enhances any irrigation project by increasing the efficiency
of the automatic sprinkler system. Simple click -stop settings accurately
measure rainfall in quantities of inch to one inch and shut off the
system when turf has received the rainfall it needs. Its patented,
maintenance -free design uses hygroscopic disks that absorb water
and dry out the same way turf does. Engineered to last, Mini-Clik has
a strong aluminum bracket, advanced -thermoplastic housing, and
weatherproof switch mechanism, and is guaranteed for five years.
Mini-Clik is easy to wire and compatible with most timer/controllers,
and with Its low, competitive price, will typicallg-pay for itself in one
growing season. The Mini-Clik II has set the standard for reliable rain
sensing since 1984.
Specifications:
• Wei ht (without wire): 2 7 ounces
• Bracket extends 6 Inches
• Switch Rating: U.L. Listed-10.1 amps,'/4 H.P. @ 125/250 VAC
• Wiring: Typically interrupts the circuit to solenoid valves by wiring between common ground wire and
common terminal on controller
• Adjustment Ranges: Rainfall shutoff at'/a",'/4", 1/2", 3/4", or 1 ±1/16". Ventilation adjustment for reset rate.
• Plastic parts made of Valox® a U.V. stabilized engineering plastic
• Included with unit: 25 ft. #20 two -conductor wire and a lead wire for "normally open" wiring,
2 mounting screws
Model 4502 Suggested List Price: $31.70
Glen -Hilton
PRODUCTS, INC.
P.O. Box 31614
Richmond, Virginia 23294
(8041 755-1101
MINI-CLIK° FREEZE SENSOR
KEEPS SPRINKLER SYSTEMS OFF DURING FREEZING TEMPERATURES
Protect the turf and vegetation on your irrigation projects from the
effects of freezing water with the Mini-Clik Freeze Sensor. The freeze
sensor also prevents hazardous icing on walkways caused by
sprinkler overspray and runoff. Its simple design features a preset
thermostat that keeps sprinkler systems from operating during
freezing temperatures. Made of heavy-duty aluminum and an epoxy
sealed element, the freeze sensor is easy to install and comes with a
five year guarantee.
Specifications:
• Temperature Set Point: 30C±21C (37°F)
• Temperature Differential: ±1 °C
• Electrical Rating: 24 VAC 6 amps
• Switching: Closed -above 3°C; Open -below 30C
(Reverse switching available)
• Bracket and housing material is aluminum
• Included with unit: 25 ft, #20 AWG wire, #8 x 3/4" (2) screws
Model #401 Suggested List Price: $29.15

Tie r�;iri-clik TT 's des�;ec;. 'o � � N'ERV
.r"tir.u., bracket. -c t'-e stai^ ess s'ee' fast
'C .'e '
U.L'.-stabilized t�erroo'.as`:c used'`Va'ox by G.=.`. A•nc ail
mini-clik 11's care a 5-;•e?r ;�•a--ar. ;.. WATER
H T H E
F.'
HOW MUCH WATER AND ,MONEY n j-cl i k 11
1
CAN BE SAVED?
The amount saved varies, but in a temperate climate with av- RAI-N'1"13ENS0R
erage rainfall savings are usually substantial. There are sev-
eral factors involved in determining how much a mini-clik 11
can reduce water usage: how often it rains, whether or not ,
the controller is left on for automatic operation, and the`
amount of water applied by the system per cycle. i•�.
Basically, if you know the water costs in your area and how
much water is being applied per watering cvcle bvthe whole
system, then you will know how much is beine saved each
time the minitlik 11 interrupts the sprinkling cycle because
of rainfall.
4 �, r
As an examp,e, take a system that irrigates'/2 acre of turf and ` �•
'�..: :/ .
is set to run each zone so that the equivalent of 3/,F inch of r
water is applied per cycle. Volumetric calculations deter-
mine that 2500 gallons of water are being applied over the'/z
acre of turf per cycle. Using the water cost table for the
Washington, D.C. area, it costs S1.96/thousand gallons, or
for our example, S4.90 for the 2500 gallons. Therefore, With automa i mer-controlled irrigation
every time the mini-clik If prevents the sprinkling cycle frorn systems, on mhe easiest and most cost -
proceeding because of rainfall, S4.90 is saved, and 2500
gallons of fresh water are not wasted. Multiply this by the effective ways ol csemeing water usage is by
number of substantial rainfalls that occur, in your area over errrminatingthe f;o .',:rrigationwaterduringor
one growing season and you can see the potential for savings af<e, rainfa'i us': mini-clik ; l Rain Sensor.
of money and water. The mini-clik 11 pays for itself in a short
time, and the installed irrigation system isthe rnostefficientit
can be. T';a m r—i-c-Hk ii a!'^ -ner'o con':rrue :o r=n. durirrz
Gle.
f
+
(
�.., {�.�Vi �':re �: _ in'e!-l�:d;•?!: nC fr f �I
(-�R,- emo re.a. so
le mini-clik Ii 'c 7 �r��F a^.G ceoendao;e mean
...
!
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—E:;er-::tiT;gac;e�,•:a •,ative:ca^vamou'ntof-ain:al;,
p.. u
P.O. Ox ,5
3'
V
PRO D U ' •�TS.lt\lC.
254-r�
':^_•--2..�_:,,;�,••-, �:�_; ��_.��-e-arnr:=c of timethe~�r
j:7rUrvw-y eTr.: u- �' ror„s ►.+rl: A or•
.'��e •equi mou ai_..
Ric"MOr,c, `:: -
^ia 23294
; e;ex:

V w V
il-O ` DOES IT WORK
Nlie mini-clik 11 uses hygroscopic (moisture-aGSor uir:Jj 0:sCs
which expand when wetted and contract to original, size as
they dry out. The discs are: sacked over a switch. 5y li-iiring
the room for disc expansion within the mini-clik It hoisin„
the expanding discs depress the switch which breaks the cir- ,
cult to the solenoid valves.
The mini-dik If accurately switches the irrigation system off
aftei sensing rainfalrquantities of'A",'/,",'/2", 3/,.", or 1". It
does this by (a) allowing a pre -determined amount of rainfall
..to reach the discs through opening x (see diagram), and (b)
by limiting the room for disc expansion, y. The disc expan-
sion is limhedby situating the cap up or down. For example,
moving the cap to a setting of 1" leaves more room for disc
expansion than a setting of/d'. Therefore, more rain must
fall before the discs wili expand to the 1" setting and depress .
the switch.
i-�
X -1 a
STACKED DISCS
After rainfall has stopped, the turf is in a drying out period-
: he discs also experience a drying out period. Vent hoies
around the stacked discs allow just the right amount of ve:,,t:-
iation so that the discs dry out at a rate parallelling that of the
:urt. So when the turf needs more water, the mini-clik if :s ai-
:2ady reset to allow :he sp. it k;er system to go at the next
scheduled cycle.
HOW ARE SETTINGS DETERMINED?
Since the objective of the sprinkler system is to supplement
what rain does not supply, you will want the mini-clik 11 to
shut off the sprinkler system only after enough rain has fallen
to satisfy the turf's requirements for any given period of time.
Therefore, the mini-dik 11 setting you select will depend
mostly on what sprinkling cycles the timer -controller is set to
apply to the turf. For example, if the controller is set to irri-
gate the equivalent of of rain in a week's time (a common
amount) and it does that on 3 days of the week, then each
cycle is putting down approximately'/6" of water. Based on
this, the mini-clik 11 should be set for of rainfall. A differ-
ent setting such as Ma" could shut off the irrigation• system be-
fore the turf gets its required amount of water while a setting
of '/z" could let the system run even though the turf has al=
ready received its required water from a rainfall.
NOTE: Adjustments to any setting may need to be made if
circumstances exist which might alter the mini-clik 11's read-
ing of rainfall quantity. For example, tall or overhanging
trees may block rain, keeping it from falling on the mini-clik
11. Howeveryou should alwaysbegin by setting the mini-clik
11 assuming ideal conditions, then make adjustments later if
necessary.
The mini-clik 11 automatically. adjusts itself to varying
amounts of rainfall according to turf requirements: For ex-
ample, if the mini-clik 11 is set to shut off after'/a" of rain falls,
the mini-clik If will keep the system off longer if more than
'/:" of rain falls than if it rained exactly'/a". However, just as
turf with average drainage has a certain saturation point, so
does the mini-clik iI. The mini-clik II will stay off the same
amount of time if 1 inch of rain falls or if 3 inches of rain falls.
IS THERE ANY MAINTENANCE?
.No...
Once you have determined the correct setting for the ;nini-
ciik If there is no need to touch it. The mini-clik 11 does not
coiled debris, so it does not require cleaning unlike other
-ain sensors which use collection cups. Every materials used
the mini-clik 11 is designed to wiffistard all extremes of
:weather — from d:rec-, scor Ching SUn to 7reeZ:ngg :ce storml-.
n

State of North Carolina
Department of Environment
and Natural Resources
a
Division of Wa r r Quality
l
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
A. Preston Howard, Jr., P.E., Director
Ms. Linda Beard
213 Lakeview Drive
Harrisburg, North Carolina 28075
Dear Ms. Beard:
December 30, 1998
Subject: Application No. WQ0015945
Additional Information Request
James and Linda Beard Residence
SFR Spray Irrigation System
Rowan County
The Non -Discharge Permitting Unit has completed a preliminary engineering review of
the subject application. Additional information .is required before we can continue our review.
Please address the following by February 1, 1999:
1) Please clarify whether the proposed spray heads are rated for 4.2 gallons per minute
or 5.2 gallons per minute.
2) Please explain what would happen if the pump in the pump tank were to fail (i.e.
Describe the flow pattern.) and describe how the system would recover and resume
normal operation (i.e. Once the faulty pump has been replaced, how would the
recirculation tank recover?). Please include the elevations of the distribution box
and the inverts of all associated piping on the hydraulic profile shown on Sheet 2 of
the engineering plans.
3) The following sand specifications were given for the proposed recirculating surface
sand filter: effective size 1 —1.5 nun, uniformity coefficient < 3.0, and dust content
< 0.5%. The following sand specifications are accepted by the Division or Water .
Quality (Division) for pressure -dosed, recirculating sand filters with coarse filter
sand: effective size 0.8 — 1.5 nun, uniformity coefficient < 2.5, and dust content <
0.5%. The Division accepts the following design parameters for coarse filter sand
recirculating sand filters: filter depth > or equal to 24 inches, 24 — 48 doses per day,
with a 2.5 — 5.0 gpd per ft' loading rate. Please justify the proposed sand
specifications and design parameters.
4) One of the conditions of the single-family spray irrigation permit states that
irrigation shall not be performed during inclement weather or when the ground is in
a condition that will cause runoff. Equipment must be installed near the disposal
area that will detect precipitation and prevent the effluent pump from automatically
discharging to the spray field during inappropriate conditions. A manual over -ride
should be included.
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

5) A soil moisture sensor must be installed in or near the disposal area to detect
saturated soil conditions and prevent the effluent pump from automatically
discharging to the spray field during inappropriate conditions. A manual over -ride
should be included.
6) Please identify the proposed effluent pump.
Please reference the subject permit application number when providing the requested
information. All information should be signed, sealed, and submitted in triplicate to my
attention at the address below. Please note that failure to provide this additional information on
or before the above requested date can result in your application being returned as incomplete.
If you have any questions regarding this request, please call me at [phone],
extension 509. Thank you for your cooperation.
Sincerely,
q- cc(,q An -
Joni Cardin
Environmental Engineer
Non -Discharge Permitting Unit
cc: C quasi :e e,��zoma�fc, %aitex Qz al;y
Permit File WQ0015945
J. Thurman Horne, P.E. - Horizon Engineering & Consulting Inc.

State of Nwth-- rolina
Department of Environment
and, Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor V`
Wayne McDevitt, Secretary
A. Preston Howard, Jr., P.E., Director
Ms. Linda Beard.
James and Linda Beard Residence
231 Lakeview Drive
Harrisburg, NC 28075
Dear Ms. Beard:
� Ji /
October 6, 1998
A74
� •
A1111111111111111 Ll
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
OCT ,�)96
r7won�
Subject: Application No. VVQ0645945':''`; i.
James and Linda Beard-�Residenee
Spray Irrigation
Rowan County
The Division's Permits and Engineering Unit acknowledges receipt of your permit application and
supporting materials on October 5, 1998. This application has been assigned the number listed above.
Your project has been assigned to Ms. Joni Cardin for a detailed engineering review. Should there be any
questions concerning your project, the reviewer will contact you with a request for additional information.
Be aware that the Division's Regional Office, copied below, must provide recommendations from the
Regional Supervisor or a Procedure Four Evaluation for this project, prior to final action by the division.
If you have any questions, please contact Ms. Joni Cardin at 91 gn33-5083 ext.509. If the engineer is
unavailable, you may leave a message on their voice mail and they will respond promptly.
PLEASE REFER TO THE ABOVE APPLICATION NUMBER WHEN MAKING INQUIRES ON
THIS PROJECT.
Sincerely,
6r. Kim H. Colson, P.E.
Supervisor, Non -Discharge Permitting Unit
cc: M , 61-Vsv l ega ahi
Horizon Engineering & Consulting, Inc.
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

• ■ 4 �'SWL• v
F C Lz
hard
State of North Carolina nPT 0 5 1998
Department of Environment, Health, and Natural Resources
Division of Environmental Management °n� js�'`t rgc Perrnittn
Non -Discharge Permit Application
(THIS FORM MAYBE PHOTOCOPIED FOR USE AS AN ORIGINAL) f
SPRAY IRRIGATION DISPOSAL. SYSTEM
(FOR SPRAY PROJECTS PRECEDED BY MECHANICAL TREATMENT USE FORM MTDS)�
I. GENERAL INFORMATION:
G''. °`' "'r
":r
1. Applicant (corporation, individual, or other): Ms_ T.i.Yaa uAq„j (ind:.v3clLiall
2. Print Owners or Signing Official's Name and Title (the person who is legally
responsible for the facility and its compliance): It- I-im , Beard
3. Mailing Address: 213 Lakeview Dr.
City: State: N.C. Zip: 28075
Telephone No.: 7( 04 0) 455-2284
4. Project Name (subdivision, facility, or establishment name - should be consistent with
project name on plans/specs., letters of flow acceptance, Operational Agreements, etc.):
Jares and Luxh Bmrd Pes dmm
5. Application Date: 9/30/98 6. Fee Submitted: $ Z .0�
7. County where project is located: man
8. Address of treatment and spray facility: 13»t psard L�m
Redave-]1 f N.0
9. Latitude: 35 cam. 52 min. 50 set Longitude: 80 c�g. 23 min- 25 a-_ of spray fields
II. PERMIT INFORMATION:
1. Permit No. (will be completed by DEM): NOW 1,F5Q q5
2. Specify whether project is: x new; renewal*; modification.
*If renewal, complete only sections I through III and applicant signature
(on pg.9).Submit only pgs. 1, 2, 9 (original and 3 copies of each). Engineer
signature not required for renewal.
FORM: SIDS 4/91 Page 1 of 10

3.; If this application is being submitted as a result of a renewal or modification to an
existing permit, list the existing permit number and issue date
4. Specify whether the applicant is public or X private.
III. INFORMATION ON WASTEWATER:
1. Nature of Wastewater 100 % Domestic; % Commercial;
% Industrial; % Other waste (specify):
2. Please provide a one or two word description specifying the origin of the wastewater,
such as school, subdivision, hospital, commercial, industrial, apartments, etc.:
Max. 4 bed= slrr�B fattLly residenm
3. If wastewater is not domestic in nature, what level of pretreatment has been provided
to ensure protection of the receiving wastewater treatment facility:
4. Volume of wastewater generated by this project: 480 gallons per day
5. Explanation of how wastewater volume was determined: 4 ER x 120 qp /Hg
6. Brief project description: Wasbmater f2= residam will f1cw irto a septic tark, follcAed
by c•• •1 laticntank,• • e• by _ sa • -
IV. FACILITY DESIGN CRITERIA FOR SINGLE FAMILY SPRAY IRRIG.
1. Number of bedrooms: 4 x 120 GPD per bedroom = 480 gallons
Total GPD design flow (minimum 240 GPD design flow per home).
2. Dimensions of baffled septic tank: 10.75 ft. by 5.58 ft. by 4.92 ft.
3. Volume of baffled septic tank: 1.200 (liquid) gallons.
4. Check the categories that apply for the sand filter.._ surface; subsurface;
single; dual; in series; in parallel; x recirculating;
pressure dosed.
S. a) Primary sand filter dimensions: 13 ft. by 13 ft = 169 square feet.
b) Sand filter surface loading rate: 3 GPD per square foot.
6. a) Secondary sand filter dimensions (if applicable) ft.by ft. = ft. 2
b) Secondary sand filter surface loading rate (if applicable) GPD per sq. ft.
7. Type of disinfection: tsh16* chlr Hrn
Volume of contact tank: 1,000 gallons; and detention time: 2 da�s
2 of 10

i
SPRAY IRRIGATION SYSTEM
PAGE 3 (4/91)
8. Volume of storage provided: *4.000 gallons; yields: 8.33 days * recim. tank pits pu:tp tank.
NOTE: A minimum of 5 days storage must be provided in the pump/storage tank.
9. Volume of pump tank: 1,000 gallons; number of pumps in pump tank 1
10. Capacity of pumps in pump tank: 20.8 ' GPM
11. Specify high water alarms provided: Y_ audible and visual; auto dial
12. Specify the following information for the spray nozzles: -;n psi; 4.2 ea. GPM
13. Specify the loading rate recommendation, as determined by the soils scientist:
2cinches per hour, njn inches per week; 15.6 inches per year
14. Specify the square footage of the wetted irrigation area: 20,106 square feet and
cover crop: fesam arE reed canary crass
15. Specify the loading rate that will occur on the spray irrigation field:
00.04 inches per hour, 0.27 inches per week; 13.9 inches per year
16. The project must conform to the following buffers (and all other applicable buffers):
a) 400 feet between wetted area and any residence under separate ownership;
b) 150 feet between wetted area and property lines, 200 feet in coastal areas;
c) 100 feet between wetted area and a potable well;
d) 100 feet between wetted area and drainage ways or surface waters;
e) 50 feet between wetted area and public right -of -ways;
f) 100 feet between wastewater treatment units and a potable well;
g) 50 feet between wastewater treatment units and property lines.
17. If any of the buffers specified in no. IV.16 above are not being met, please explain how
the proposed buffers will provide equal or better protection of the Waters of the State
with no increased potential for nuisance conditions: mi- �,-,i�e,
18. NOTE: If excavation into bedrock is required for installation of the septic tank or sand
filter, the respective pit must be lined with at least a 10 mil synthetic liner. The
engineer's signature and seal on this application acknowledges a commitment to meet
this requirement.
19. The spray irrigation field must be fenced with a minimum two strand barbed wire
fencing. Briefly describe the fencing : M Jere kl-T be a nimTn of tea, (2) s,-arrtq nf
b33Jed wise area d do perirnebr cf the iz gat cn field umth a minimm cf 4 mmin3 sum
p)-� a-p- Per SIdel gduba-tlng Ent2y arld 4z11g that the area as a msteva SpC"Zc�T field.
3of10

SPRAY IRRIGATION SYSTEM
PAGE 7(4/91)
TO: REGIONAL WATER QUALITY SUPERVISOR
Please provide me with the classification of the surface waters identified in number 5
below and on the attached map segment:
Name of surface waters:
Classification (as established by the Environmental Management Commission): C
Proposed Classification, if applicable: /A
Signature of regional office personnel: I�✓ Date: h `�
INSTRUCTIONS TO ENGINEER
Ln ether to deternmine whether provisions for dual or standby power may be required for the
subject facility, the classification of the closest downslope surface waters (the surface waters that
any overflow from the facility would flow toward) must be determined. You are required to
submit this form, with items 1 through 10 completed, to the appropriate Division of Environmental
Management Regional Water Quality Supervisor (see attached listing). At a minimum, you must
include an 8.5" by 11" copy of the portion of a 7.5 minute USGS Topographic Map which shows
the subject surface waters. You must identify the location of the facility and the closest downslope
surface waters (waters for which you are requesting the classification) on the submitted map co
The application may not be submitted until this form is completed and included with the submittal.
I. Applicant (corporation, individual, or other): — TT'"a;�'� 1 T;,, R:RrH
2. Name and Complete Address of Engineering Fiam.T=' E= rnp-im� & Qmm11t:=, inc.
107 camercial Pais Drive
City: Cax=d State: N-C. zip:28027
Telephone No. 704-788-9497
3. Project Name: PYcpcsed Linda. G. Beard Fesidff m
4. Facility design flow: �bg 4 beji= @ 120 gpd/f 480 GPD
5. Name of closest downslope surface waters: an u' m-ed y to Sacmd Ceec
6. - County(s) where project and surface waters are located: pb�m
7. Map name and date: = 11 angle
S. North Carolina Professional Engineer's Registration No. 10436
9. Print Name of Engineer Tl,,, Mn u,,,,o
10. Seal and Signature s ecify►ldate'? ,,���pnrrr►,ei� -
!WA CARO
?.• gEESS104•- ;9 Geri
nr SEAL
` y 9
I�cn-C srhusye P, of 10
by
THURrr
lrtar�rr6e�:..-

3929000^ N.
S • • INTERIOR�'iEOLOG1Gl SURVEY. RESTON, VIRGINIA—f997 =301
31
011
'56D^E
�,9_c
y
ROAD CLASSIFICATIONy��
/tiedd4j71- 54. Heavy-duty Light•duty___.._..._ —
5•Alb ce—c:✓A/445_ Medium -duty .... Unimproved dirt .....
C3 U. S. Route O State Route
QUADRANGLE LOCATION ROCKWELL, N. C.
On �I.n...» : »In �»., , nn.11•.nd .. »:1..d '.CnPn rA rr nn..
USGS topo Toney C. Jacobs & Associates, Inc. Figure 2
168 Broadbill Dr.
Mooresville, NC 28115

SPRAY IRRIGATION SYSTEM
PAGE 9 (4/91)
Name and Complete Address of Engineering Firm: Sari zcn Ehaia=Z& S U] ti 1]U. Tm,
107 C tm= ial Park Dr. _
City: C r=d State: N-C.
Telephone No. 704-788-9497
Professional Engineer's Certification:
JaneS man Imo, P.E.
Zip: 28027
, attest that this application for 7anles & Linda Beard
P-les'det-re has been reviewed by me and is accurate
and complete to the best of my knowledge. I further attest that to the best of my knowledge the
proposed design has been prepared in accordance with the applicable regulations. Although certain
portions of this submittal package may have been developed by other professionals, inclusion of
these materials under my signature and seal signifies that I have reviewed this material and have
judged it to be consistent with the proposed design.
North Carolina Professional Engineer's Registration No. 10436
Print Name of Engineer
Seal and Signature (specify date):
Applicant's Certification:
I,
CAR�� `
e�f4QSI��:j
L�qq'• u
i S L 7'1 o
iO4J i";
,'apy2frr% Or
a GrS+ • r.r.ra.� � w
f' /p 0
30
, attest that this application for Jat*es & Luxh Beard
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand
that if all required parts of this application are not completed and that if all required supporting
information and attachments are not included, this application package will be returned as
incomplete.
THE COMPLETED APPLICATION PACKAGE, INCLUDING ALL SUPPORTING
INFORMATION AND MATERIALS, SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DIVISION OF ENVIRONMENTAL MANAGEMENT
WATER QUALITY SECTION
PERMITS AND ENGINEERING UNIT
POST OFFICE BOX 29535
512 NORTH SALISBURY STREET
RALEIGH, NORTH CAROLINA 27626-0535
TELEPHONE NUMBER: 919/733-5083
9 of 10

OPERATION AND MAINTENANCE AGREEMENT FOR THE
DIVISION OF ENVIRONINIENTAL MANAGEMENT
' Ms. Linda Beard
13 Lakeview.Dr.
Harrisburg, N.C. 28075
Single Family Residence Wastewater Treatment Svstem
Final Disposal by Spray Irrigation OCT. 0 09c"),
Permit No.
Rowan Co.
I agree -to operate and maintain the wastewater treatment system as follows:
1. The Perrrdnee is responsible for the operation and maintenance of the entire treatment and
disposal system including, but not limited to, the following items:
a. The septic tank shall be checked every six (6) months and pumped out as required.
b. The tablet chlorinator shall be checked every week until the actual usage rate is
established and thence on a monthly basis. Tablets shall be added so as to provide
proper chlorination.
C. The storage system, pump system, and alarm system shall be inspected monthly.
The scum layer shall be removed at the same interval as the septic tank is cleaned
o ut.
d. The spray system shall be inspected monthly to make certain of the sprayers proper
operation, that the vegetative growth allows proper spray patterns, that the soil is
absorbing the disposed treated wastewater with no surface runoff, and. that no
objectionable odors are being generated°
2. Failure of the Permute-- to properly operate this system is subject to a penalty up to S10,000
per day.
3. Failure to meet permit conditions or violation of the State's surface or groundwater
regulations will require cessation of occupancy of the residence.
i an:derstand that failure to comply with these conditions along with the permit conditions may resuit iu
voiding the permit.
SignatureDate:
Linda Beard
Notary Seal
w Q
Notary Signature: OL� Date:
ta
._ o

DECEIVED
W rE-RQSAL►�sGv ION
05 1998
Nor. -Discharge Permitting
Proposed James & Linda Beard residence
Gold Hill, Rowan County
Specifications, Design Basis and
Operation & Maintenance Instructions
Proposed Wastewater Treatment
Spray Irrigation/Disposal Facilities
Prepared for: James & Linda Beard
213 Lakeview Drive
Harrisburg, N.C. 28075
Prepared by: Horizon Engineering & Consulting, Inc.
107 Commercial Park Drive
Concord, N.C. 28027
704-788-9497
+``tar.,«rrarrr,�a� s
CARpC/rya•
��•��E.SS/ll�� •� 9
SEAL
10436 : w
zv
•,� 9A '••FyGI NE`�Q` �,�o�a
����rrtutt�tsttt
36 /998

Table of Contents
Section 1 - General
Section 2 - Design Basis
Section 3 - Treatment and Irrigation System
Section 4 - Spray Irrigation Equipment
Section 5 - Spray Irrigation Fields
Section 6 - Operation and Maintenance
Appendix A Misc. Specification sheets, pump curves, etc.
Appendix B - Soils Investigation Report

Section 1— General
A. Proiect Description:
This project is intended to provide wastewater treatment facilities to serve a proposed residence
owned by James and Linda Beard. This is a proposed single family residence to be located on a 44
acre tract of land owned by the Beard's near Gold Hill, Rowan County. The proposed wastewater
treatment facilities are a septic tank/spray irrigation system.
The facilities are designed to serve a maximum four (4) bedroom residence with a design flow of
480 gallon per day.
The wastewater will enter a septic tank, followed by a recirculation tank that will recirculate
wastewater through a surface sand filter (3:1 recirculation ratio), followed by tablet chlorination,
followed by a pump tank and then disposal by spray irrigation to a secluded field that will be
maintained in grass cover. The proposed spray field is former wooded land that will be cleared to
sufficient size. The spray irrigation fields will be encircled by a minimum of two(2) strands of
barbed wire and posted on a minimum of four (4) sides with warning signs stating " Warning —
Wastewater Spray Irrigation Field — No Entry Allowed.
The decision for an on site spray irrigation system was arrived at after the site was refused for
subsurface disposal (see letter from Mr. Bill Roberts in Appendix B), confirmation of no
reasonably available public sewers and evaluation of the site by a soil scientist to confirm that
spray irrigation was a viable option. A copy of the soils investigation report prepared by Mr.
Toney C. Jacobs, CPSS is included in Appendix B.
1-1

It
Section 2 — Desiin Basis
A. Description:
Location:
Water Supply:
Sewage Disposal:
B. DesiLyn Wastewater Flow:
Type:
Design Flow Rate:
C. Treatment Facilities:
I. Septic Tank:
2. Recirculating sand filter:
a. Design loading
b. Area Required
C. Area Provided
Recirculation Ratio:
Total dosing cycles per day:
Recirculation tank
draw down
Distribution Laterals
a. Hole size/spacing
b. Flow per hole
C. Total flow rate
TDH Required
Pump Required
Rowan County
Well
Septic tank, recirculating sand filter and spray irrigation
Domestic, max. four (4) bedroom residence
480 gpd (4 BR X 120 gpd/BR)
1,200 gal. precast concrete
3 gpd/sf
160 sf
169 sf (13' X 13')
3:1
12 @ 160 gal/dose
3.6 in. per dose
72 LF total
1/8 in. dia. @ 2 ft. o.c.
0.41 gpm
14.8 gpm ( 36 holes X 0.41 gpm/hole)
17ft. (5ft. +loft. +2ft.)
S.T.E.P. Meyers Model ME 3H-21
1/3 HP, 230 VAC, 1 phase
Note: The pump shall dose approximately once every two (2) hours and run approx. 130
minutes per day.
3. Spray Irrigation Field:
a. Waste flow
b. Loading rate
C. Spray area required
d. spray area provided
e. Spray heads
f.
Total gal. irrigated
g.
Irrigation cycles
h.
Pump tank size
i.
Pump tank draw down
j.
Irrigation flow rate
k.
TDH required
480 gpd = 0.123 in/acre/week
0.3 in. per week
0.41 acre
0.6 acre
four (4) Grainger Model 3W726 w/ standard %2 inch
brass thread, operates @ 50 psi, 40 ft. radius, 4.2 gpm
each.
480 gpd
one per day
1,000 gal.
approx. 3 ft per irrigation cycle
20.8 gpm (4 X 5.2 gpm)
143.5 ft. 2-1

1. Pump required P30 OSI 15 HIS'-6 stage, 230 VAC, 1 phase in
pump vault by OSI
2-1

Section 3 — Treatment and Irrigation System
A. General Requirements:
The intent of these documents is that the contractor shall furnish, install, test and place
into service, a complete single family spray irrigation wastewater disposal system.
Two (2) 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 substitute equipment shall be installed prior to approval by the
Engineer.
B. Recirculating Sand Filter:
The contractor shall furnish all materials and labor and erect the recirculating sand filter
and flow ratio box as shown on the plans. The contractor shall furnish all piping and
appurtenances including sand and gravel, etc., to construct a complete operational filtering
system.
C. Precast Structures:
1. General:
This section applies to the septic tank, recirculation tank and pump tank as shown
on the plans.
2. Approvals:
The tank designs shall have been approved by the N.C. Division of Environmental
Health and shall have the approval number imprinted on the delivered tank. At the
contractor's option, a built in place _tank may be furnished. In such case, the
contractor shall furnish detailed plans to the Engineer for prior approval.
Requirements:
The tanks shall be Division of Environmental Health approved and shall be equal
to that manufactured by Stay -Right Tank Company or Shoaf Septic Tank
Company. Openings or inserts shall be cast in during manufacture. Concrete shall
have a minimum compressive strength of 4,000 psi @ 28 days. A test for water
tightness shall be conducted on the tank and leakage shall not exceed 5 gallons
over a 24 hour period.
3-1

4 Installation:
Each tank shall be installed in the location and to the elevations shown on the
plans. Excavation shall be controlled to provide only the required area to install the
tanks. A 6 inch undercut shall be made to allow for a washed stone leveling
course for the tank to rest on. The tanks shall be installed level true to lines and
grade. Prior to backfilling, the tank shall be filled and tested for leakage.
Backfilling shall be in maximum 12 inch lifts and thoroughly compacted around the
tanks. The final grade shall be as shown on the plans.
D. Mechanical:
1. Piping and Valves:
A. Gravity Sewer Laterals and Piping:
All gravity piping shall be schedule 40 PVC unless otherwise indicated on
the plans.
B. Force Main (Pump Discharge) Piping:
All pump discharge piping shall be schedule 40 PVC conforming to ASTM
D1785 unless otherwise indicated on the plans. Other pressure sewer pipe
shall be Class 200 PVC (ASTM D2241) (SDR21.) All couplings and
fittings shall be of polyvinyl chloride compounds (ASTM D 1784, Type I,
Grade I.)
C. Ball Valves:
Ball valves shall be PVC designed for 150 psi. All valves shall open left
(counter clockwise) and have wheel operators.
D. Swing Check Valves:
Swing check valves shall be flow control PVC swing check valves with
rubber flapper and PVC cap.
2. Pumping Systems:
A. Recirculation Tank:
The contractor shall furnish all materials and labor to install a completely
operational recirculation tank facility, including controls, audible and visual
alarms, etc. Pump shall be Myers Model ME 3H-21, 1/3 HP, capable of
providing 14.8 gpm at 20 ft. TDH. 3-2

B. Pump Tank:
The contractor shall furnish all materials and labor to install a completely
operational irrigation pump tank facility, including controls, audible and
visual alarms, etc. Pump shall be P30 OSI 15 HHF — 6 stage, 1.5 HP,
capable of providing 21.6 gpm at 144 ft. TDH.
3. Chlorination:
The contractor shall furnish all materials and labor to install a completely
operational tablet type chlorinator at the effluent end of the ratio box. The
unit shall be the American Tablet Chlorinator or approved equal. A supply
of 25 lbs. Mn. of chlorine tablets shall be provided prior to operation.
4. Leakage Testing:
Water for testing purposes may be obtained from the nearest available
source of potable water. Leak testing shall be conducted under the
supervision of the Engineer.
E. Controls:
The system shall consist of one 1,200 gallon septic tank, one 1,000 gallon
irrigation pump tank, a 169 SF recirculating sand filter, a flow ratio box, a tablet
chlorinator, one 3,000 gallon recirculation tank and 0.6 acre spray irrigation field
operated by two (2) independent pumps and controls.
The septic tank effluent flows by gravity to the recirculation tank. The
recirculation tank is provided with a pump controlled by a timer to periodically
dose the recirculating sand filter. The recirculation rate is adjustable to allow
matching of recirculation rate to total effluent volume.
The low water safety switch is normally in the up position to assure that enough
water is in the tank to dose the filter beds. The timer is preset to initiate a single
pump run time operation in set increments (12 doses daily, 160 gal. per dose.) The
pump will run as set the pump run time dial.
For the pump to be automatically actuated, the pump switch must be in the "auto'
position. The pump may also be operated in the manual position.
The pump is sized to dose the sand filters as prescribed in the design criteria. The
wastewater is then filtered through the sand, collected by the underdrains and
3-3

passed back through a 3:1 ratio distribution box. Three (3) discreet volumes will
return to the recirculation tank and one will be disinfected and flow to the
irrigation pump tank.
In the event excessive wastewater enters the tank between doses, the alarm will
sound. The next pump cycle should eliminate the alarm, thus an intermittent
alarm indicates excessive water use, a peak flow condition or a leak.
The frequency and amount of each filter dose is adjustable.
Once the effluent passes through to discharge, it will enter a 1,000 gallon
irrigation pump tank. This system shall be controlled by a pump tank with
mercury switch settings allowing the water level to rise to a predetermined
elevation where a mercury float switch will close activating a logic system in the
controller that determines whether the system has dosed in the last 24 hours. If it
has dosed within the last 24 hours, it shall begin a time delay for pump operation
until the 24 hour elapsed time has been satisfied or upon reaching alarm
elevation. Upon receiving a signal to start dosing operation, the system will
activate the designated pump. The pump shall operate delivering a pre-
determined dose to the spray field. The pump shall also shut off when the low
water level pump control switch is activated.
If the high water level "alarm" float switch is activated, the controller shall
activate the audible and visual alarm systems. Once energized, the audible and
visual alarm units may be shut off manually.
The pump control panel shall be NENIA 4X. All control units, if not housed
within the main pump panel, shall have a separate NEMA 4X enclosure.
3-4

Section 4 — Spray Irrigation Equipment
A. General:
Under this section the contractor shall furnish, install, test and place into
service all piping, valves, spray heads, etc. required for the spray fields. The
contractor shall refer to Section 5 for requirements related to work in the
fields.
B. Spray Heads:
The contractor shall furnish and install the spray head assemblies in
accordance with the details shown on the plans. The assembly shall include
the riser pipe, breakaway coupling, spray nozzle and concrete support base.
Spray nozzles shall be equal to Grainger Model 3W726 w/standard'/2"
brass thread, operating at 50 psi, radius 40 ft., 5.2 gpm each.
C. Installation and Testing:
The contractor shall install the manifold lines from the main pump line and
the laterals from the manifold to each spray head assembly. The manual
valves shall be installed on each manifold as shown on the plans. The
contractor shall notify the Engineer prior to installation of the manifold and
the lateral lines and shall meet with the Engineer to field locate and verify
the piping alignment and exact location of each spray head prior to
installation.
After installation, each spray header shall be independently pressurized and
the function and operating pressure checked to verify conformity with the
plans and specifications, including the wetted perimeter.
4-1

Section 5 — Spray Irrigation Fields
A. General:
The irrigation fields shown on the plans are site specific and no other areas or other fields
are included under these plans and specifications.
The contractor shall contact the Engineer 24 hours prior to commencing work on the site.
All irrigation fields shall be staked by the contractor prior to beginning installation.
The irrigation fields shall not be disturbed during inclement weather conditions.
Heavy equipment such as dump trucks, etc. shall not be allowed on the fields during
construction. Stockpiling of materials shall not be allowed on the fields. Unnecessary
traffic of any nature shall not be permitted on the fields. All installation shall be
accomplished with rubber tired machines with tires at least 12 inches in width.
B. Seeding•
After completion of the irrigation fields, the site shall be stabilized with tall fescue and
canary reed grass. This should be seeded at the rate of 251bs. Per acre each for a total of
50 lbs. per acre. Before seeding, lime should be added at the rate of 1.5 tons per acre.
Fertilizer should be added at the rate of 100 lbs. of Nitrogen, 120 lbs. of P205 and 120
lbs. of K20 per acre. Both lime and fertilizer should be lightly incorporated into the soil
before seeding. After seeding, the area should be mulched until the stand is established.
The contractor is prohibited from working while the site is wet. The Engineer has the
right to suspend work until soil conditions are considered to be suitable.
5-1

Section 6 - Operation and Maintenance
A. Introduction:
With proper operation and maintenance the wastewater treatment and disposal
facilities should provide long term treatment and disposal of the wastewaters
generated by the proposed residence. It should be emphasized that the treatment
facilities, although relatively simple in concept and operation, will require frequent
attention if they are to perform reliably. The operator in responsible charge should
be cognizant of possible changes in wastewater quantity and characteristics, to the
operational condition of mechanical components and to weather, plant or soil
conditions affecting the performance of the wastewater treatment/disposal
facilities.
B. Waste Characteristics:
The wastewater treatment/disposal facilities have been designed for treatment of
domestic type wastewaters only. The detection of nuisance conditions or odors
reflecting the introduction of other types of waste should trigger the operator to
immediately investigate and eliminate the source.
C. Bypassing:
Bypassing of wastewaters is strictly prohibited by law and subject to possible fines.
A Septic Tank:
The 1,200 gallon septic tank is a reliable treatment unit which, when shown
reasonable care and attention, should provide many years of service.
Periodic cleaning of scum and sludge is critical in achieving and maintaining
required treatment and preservation of the integrity of the treatment system. After
initial construction, the septic tank contents should be visually inspected'at least bi-
annually. If the depth of scum and sludge exceed approximately 24% of the total
water depth of the tank, then the tank should be cleaned of its sludge and scum by
a septic tank pumper. Long term experience in observing the rate of sludge and
scum build up may dictate shorter or longer periods between inspections.
E. Recirculating sand Filter:
All filters must be checked periodically to see that the dosing equipment is
operating properly. Recirculating filters must be checked regularly at least every
6-1

three (3) to four (4) months. Any vegetation found growing on the surface should
be removed. At the higher loading rates, clogging of the filter surface can occur,
slowing infiltration. If the surface remains flooded between doses, insufficient
aeration of the media will occur, lowering the effluent quality. If this should occur,
the filter should be taken out of service and appropriately repaired or rejuvenated.
Resting, raking and/or replacement of sand media are common repair/rejuvenation
methods.
F. Irrigation Pump System:
The irrigation pumping system is adjustable and is operable in either automatic or
manual modes. The pump is submersible with fully enclosed motor and should.
provide years of reliable service with little maintenance. The pump is controlled by
mercury float switches which operate as follows when the controls are in the
normal automatic mode:
Beginning with the pumps off, as the water level rises in the pump tank, the pump
will start when the level reaches the second level switch. Under normal conditions
the pump will run until the level drops to the lower switch and then will cut off.
This cycling continues under normal conditions and each time the system cycles,
effluent is pumped to the irrigation fields. The difference in the level between the
first and second level switches has been set to allow a volume of approximately
480 gallons to be dosed to the irrigation fields. The control system will only allow
one pump cycle per 24 hours.
Should the level rise and call for the pump to start but for some reason, it does not,
then the level will continue to rise until the third mercury switch is reached. An
alarm will be activated, alerting personnel of the problem. A switch' is located on
the control panel to silence the alarm.
The pump is installed in the pump tank with rigid schedule 80 PVC. The pump
can be easily removed by the loosening the connection union. After an alarm
condition has occurred, the pump should be pulled and the pump and motor
inspected. Operation and maintenance information from the manufacturer will be
supplied with the pumps. This should be retained for future reference.
G. Irrigation Fields:
The operation of the spray irrigation field is governed by the understanding that
the design application rate is not to exceed 0.30 inches per acre per week or 480
gallons per day.
6-2

Heavy equipment should not be allowed to travel on the irrigation fields. A good
cover of grass should be maintained to prevent erosion and enhance treatment
performance through nutrient uptake. The fields should be kept properly mowed
during the growing season and kept free of undesirable weeds and vegetation.
The spray heads should be inspected weekly for problems such as clogging or
inadequate distribution.
Runoff of -effluent or continually damp areas on the irrigation fields should be
investigated immediately. Assistance may be obtained from the Engineer or the
installing contractor.
H. Summary
Frequent attention, routine maintenance and good common sense in operating the
wastewater treatment/disposal facilities should enable these facilities to continue to
provide many years of reliable wastewater treatment. Failure to exercise proper
care and attention will most likely lead to premature failures and unnecessary
repairs. Assistance is available from Horizon Engineering & Consulting, Inc. (704-
788-9497.)
Regardless of whether the permit for this facility requires formal training, it is
highly recommended that the person in responsible charge and all persons involved
in operating these facilities, attend a training course provided by the state.
Information on the availability of these courses can be obtained through the N.C.
Division of Water Quality.
M-3

Appendix A
Misc. Specification sheets, pump curves, etc.

SUBMERSIBLE 'EFF.L:UENTP.UMPS :
Baron motor housing, single, car-:
and ceramic seal plus stainless
ee.l hardware12,
Filled motor Class A iitsulatiori'fbr
''�'�"r'�'
Mee. 1 N 189-1 N 192, 1 N205 and
�ii"IA.�`9
1N206; all other pumps have Class B
isulation for superior cooling and
sinfinuous lubrication of bearings
ft
citor-start motor for high .start*
,�,�.�,!
z,:t
iq torgtia (single-phase models
�it •'; "
stcept Nos. 1 N205, IN206, 1N191,
�Y,: t
IN189, 1 N 192 and 1 N 190 which
' _�.
bra shaded -pole motors)
lelomatic-reset built-in overload to
protect motor (single-phase models)
t �A
Kph-•Ffciency.enclosed two -vane
ip 1:i1 (except Nos. 1 N205 and
hryy.
IN206 which have recessed vortex)
I'/4' solids handling�j.�'%
"-duty lower ball bearing
j xcept Nos. 1 N205, 1 N206, 1 N 191,
IN189, 1 N 192, and 1 N 190)��:
Mechanical carbon -'ceramic shaft seal
tc!:, ttl�
tit' SJOW/SJOW-A cord, 16/3 on'
1/3 thru 1/2 HP, 14/3 on others
151iondard 1 Va and 2" NPT dischargeports
rt:,At
Manual models re'quire control panel.,,.
anel::
level (3 for 4'
end controls simplex,
for duplex) for proper operation (see
Pages 3222 and 3223)
An Pumps are UL Listed and SSPMA
Certified; Nos. 1N189, 1 N 191-1 N200
Key
end 1N205 are also GSA Certified
•.A
fimersible effluent pumps are designed -IPA
trellable pumping of either clear water''.'
B -
septic• tank effluent with suspended
B
Us up to 3/4' 11t diameter. Nos. 1N205
B
4 IN206 have vortex, thermoplastic
B
ipeller; all others have enclosed, thernio-
C
tstic Impeller. Nos. IN189-1N192 have
C
ermoplastic volute; all others have cast
C
m volute. Ideal for residential or light'
C
mmercial applications to pump septic.
C
at effluent to gravity interceptors, pres-
re dosing fields or leach. fields.
C
lernhittent max. fluid temperature:
C
0T. Myers brand.
C
C
F
5' Motor specilicstlons
Stock
�, volts
Oltihenslons
Discharge
No.
HP .
0 60 Its
Phase /
: Amps
RPM
H
W
NPT
1I�206
'71/3 • : t :1
�• 116,
`
1
12.0
1625
10'/i
11 V.-
IV,
1 206
1/3 '
230
1
6.0
1625
.
101/4 .. '
111/e
11/2
I N 191
4/10
116
l . '
12.0
1025
121/a
1111he
1.1h
1 N 180
4/10
115
1
12.0
1626
,.
IVA
1111/Is
11/2
IN192
4/10
230
1
6.0
1625
12%
1111he
11/2
IN190
4/10''
230
l
6.0
1626.
121/e,
4, 1111/is
11/2
1N193
1/2
116
1
12.1
3460
1411he
III/a
2
1N201
1/2
230
1
6.00
'3450 .
1411/1s'.-
" 111/2
2
IN194 .
112
.2:30
3
3.2
3450
1411/le
IIIt,
2
1N202 '
3/4
2.70
1
6.9
3450
161:1/1e
I11/2 ,
2
1N195
314
230
' . 3
4.7
3460
1613/le
111/2
2
1N196: •.
3/4 ��.
460. .,
: 3
2.3
3450
,161'/le
111/r
2
1N W
" 1
.230
1
9.3
3450
1613/1e
111/2
2
1N197 '
1 ',
230 "'
3
6.0
3450
I613/le
111/2
2
1 N 198
1
460
3
3.0
3.150
16I:VI6
111/2
2
:111204
11/a !
! 230 i•
a .,1 1-. , ,.:
12.8
3450 ;
1613ho t
, , IIVa
2
1N199
11/2 t
230
3
8.0
3460
1611/1e
111/2
2 '
1N200
11/2 i
, 460,
3
4.0
360
161'he
111/2
2
Gallons
pp�er Minute of Water 0 Total Head In Feet
Shut
Myers
Stock
ihppg.
Operation
S'
: 10'
1S'
M
25' .
30'
3S'
40'
,S'
SO'
SS'
60'
e5' . 70'
7S'';
s0' .'
Its- 8o' ,
Off
Model
No.
Uet I:
.; Each
lNt
Kendal
•
3.1..
' 31
27
- 23 •
16 •
6
-
-
-
- -
-
- - 1 -.
-
70'-
'
Menual
23
.18
6
-
-
-
- ,
• -
- �- .
i --
..
- r
-- 0208
383.79
88.0
_Automatic
80
70
" 68
45'
28
' 7.
-
-
-
-
-
-
- -
- -
-- -
'32.0
ME40PC-1
1N191
292.25
188.50
20.0
Manual
80
70
68
45
28
T
32.0
ME40MC-11
1N169
274.05
177.25
26.0
Automatic
80
70
.. 68
.4
. 28
7
--I
-
-
-
-
-
- -
-
-
- -
32.0
ME40PC-2
1N192
337.96
218.50
29.0
Manual-,
80
70
68
5
28
7
-
-
-
-
-
- -
--
-
-. -
32.0.
ME40MC-21
1N190
284.82
183.75
26.0
Manutd
87
84
79
75
86
60
62
40
23
-
-
-
- -
64.0
ME60S-11
1N193
770.62
503.50
68.0
Manual
•
87
84
79
75
66
60
52
40.
23
-
-
- --,�
�=-..'.
-- :
- -
64.0
ME509.21
1N201
812.31
68.0
Manual
•
87
84
79
:75
66
60
62
40
23
-
=
- -
-
-
- -
64.0
ME50923
1N194
864.40
_���,,��0
'552.00
68.0
Marolal
•
09
96
80
84•
77
71
62
63
43
30
10;
-
-
-
- -
61.0
ME76S-21
1N202
057.89
611.50
77.0•
Manual
0
99
95
89
84
77
71
.62
63
43
30
10
-
- -
64.0
ME76S-23
1N195
976.62
631.00
77.0
Mwuial
•
99
96
89
84
77
71
62
53 .
4:3
' 30
10
-, -.
-
-
- -
64.0
ME76S-43
IN196
1024.06
661.50
77.0
Mamtal
•
•
'112
106
103
97
90
:85
77
70
64.
54
45 . 30
18.•
9
- -
85.0
ME1008`21
1N203
975.27.
630.50
80.0
M.vhual
'
•
112
106
103
97
90
86.
77
70
64'
54'
46 30
18
' 9
- -
86.0
MEIOUS-23
1N197
1041.23.
672.SO
80.0
Ma1hh11d
•
112
100
103..'
97
90
H6
77
70
64
45 3
18
U
-- -
86.0
MKI008.43
1N198 :
1042.33
672.50
R0.0
'
1 '
h
MIsIGUti'LI i 204
11;12.87
732.00
81.0-
Manlhttl
'
•
•
118
116
I10
106
lUU
U4
BH
82
G[i'1 1 6
46
29
16 8
9G.0
ME16US 2.1
1199
! l .
Manual
00
'
.
118
1161
110
IUG
100
94
88
82
74
66 .56.
45
.29
16 8
96.0
MEI60S43
1N200
119Q.68
774:00_fl10
"milon at these hrads or below will reshdt lit motor overload, reduced pump life and/or motor failure/datnnge.
PHONE OR FAX YOUR ORDER TODAY! GRAINGER 3207

ORENCO SYSTEMS NXPLC�K CONTROL PANEL
ORENCO SYSTEMS® Simplex Control Panels offer fine quality
components for reliable automatic pump operation. Standard functions
include circuit breaker, manual, off and automatic motor control opera-
tion, plus an audio/visual high-water alarm circuit with audio silence and
automatic reset upon correction of the high-water condition.
A selection of optional features offers flexibility for a variety of pump-
ing applications.
ORENCO SYSTEMS® control panels are specifically engineered for
pressure sewer (STEP) systems, for controlling pumping into convention-
al gravity collection systems and for on -site systems such as intermittent
sand filters, recirculating gravel filters, low pressure drainfields, as well
as for simple uphill pumping to standard drainfields.
ORENCO SYSTEMS® control panels are designed for use with mer-
cury float switches or any standard dry -contact switching method.
STANDARD FEATURES:
*Listing:
Underwriters Laboratories, UL 508.
UL-Canada Listing available.
nul
•Rating:
Model S-1 rated at 115 VAC, 1 Hp, 16 A, Single Phase, 60 Hz.
Model S-2 rated at 230 VAC, 3 Hp, 16 A, Single Phase, 60 Hz.
*Motor -Start Contactor:= -
Rated for 24 FLA, Single Phase, 60 Hz.
•Current Limiting Circuit Breaker:
20 amp, OFF/ON switch, DIN rail mounting with thermal magnetic tripping
characteristics. (Single Pole / 115 V; Double Pole / 220 V)
•Toggle Switch:
A SPDT HOA switch with a 20 amp motor rating.
•Fuse Disconnect:
5 amp (10,000 AIC) fuse with DIN rail mount.
eAudible Alarm:
Panel mount with a minimum of 80 db sound pressure at 24 inches, warble tone sound.
•Visual Alarm:
NEMA 4-rated, 7/8-inch diameter, red lens, oil -tight with push -to -silence feature.
°Audio -Alarm Silence Relay:
115 VAC, automatic reset, with DIN rail mount socket base.
eAlarm Circuit:
120 VAC, wired separately from the pump circuit, so that if the pump's internal overload switch or
current -limiting circuit breaker is tripped the alarm system remains functional.
•Enclosure:
NEMA 4X-rated, fiberglass with hinged cover. Noncorroding. Dimensions: 10' High X 8' Wide X 5-1/8' Deep.
External mounting ears.
oPadlockable Latch:
Constructed of•noncorroding stainless steel.
OPTIONAL FEATURES:
•Elapsed Time Meter:
115 VAC, 7-digit, nonresettable.
eCounter:
115 VAC, 6-digit, nonresettable, horizontal base mount.
ePragramntaWo Timer: 2A'-+4R. PUSH PIN, 15MIN. IKLG M
5 amp, 110 VAC, DPDT relay output, repeatable cycle from 10 sec. to 10 hours with four time ranges.
Separate variable controls for ON and OFF time.
•Intrinsically Safe Control Relay:
Intrinsically Safe Panels are UL 913 Listed. The secondary circuit limits the current to 2.3 mA at 11 VAC.
Other custom features can be provided.
ORENCO SYSTEMS, INC.- 814 Airway Avenue Sutherlin, OR 97479 541/ 459-4449

MEN "Au
150
O
ca
100
50
.0
........... ......... P30 OSI 15 HHF- 6 stage .......... .......... . ................... ......... . ......... Effluent Pumps
1/7 Hp to 11/2 Hp
Single Phase, 60 Hertz
. . ......... I ......... .......... ......... ......... .......... ....... ..... ......... ... .....
........... ........ ......... ... - ....... . ......... ... ......... .................... 115/
Curve230 pc3
Volt ...... .... i 2 : -.1 * .... ......
-} P300SI10HHF-5stage
..........
P;30 OSI 07 HHF- 4stage
i P30 OSI 05 HHF-.3 stage*
0 10 20 30
Net Discharge, GPM
Orenco Systems*
Incorporated
814 AIRWAY AVENUE*
SLITHERLIN. OREGON
97479-9012
TELEPHONE:
(5411459-4449
FACSIMILE:
[phone]
40 50
1124% GO

'L'E$ _
7752
INKLER
'ay which co,
i. max. cove,
ass and zinc
density controle
led base
section with
r50
RINKLER
sermits 59 sar¢.
s gi%po maxi-
66 ft. (3,500
inates pud-
arm coverage
s
,r operates
er pressure
sprinkler has
allbase tube
guarantee
RINKLER -'
n coverage
giant metal
, move zinc
adjosi to
!En, and rota,
either isozzle
I
KLER
am watering
:average
along 200 ft•-
average
or wheel
ng
ly stops
ter
'ion
Each Sy L
leis ofi
i3.65 1..0
A.25 0.8
8.35 0.6
2.65 1.6
0.25 • 2.4
8.45 5.0
2.3S 1.3
2.S5 22.0
---------------
PROFESSIONAL TURF AND AG DUTY
SPRINKLING SYSTEM COMPONENTS
SEEK M­
TYPICAL INDUSTRIAL UNDERGROUND SPRINKLER SYSTEM t
0
als
© 0
--
Uesigu file sprinkler system that best
;heels your irrigation needs. The number
mid type of sprinklers on c
each line all
vary accurdin6 to the landscape needs in
each area you plan to irrigate.
Q Sprinkler Pump Illay be used to supply
,ressurized water from a stream, pond,
lake, or shallow well for your irrigation
system when a direct water hookup is out
available. See page 3117.
Q Backflow Preventer prevents backflow
whell supply pressure falls below the sys-
tem pressure. See page 3284.
© Brass Quick Coupler Valve tray be placed
at or above ground level. Ailows for full
wafer flow when Quick Coupler Key is
inserted. Designed for full pressure main
line or lateral line.
QD Brass Quick Coupler Key inserts into
valve for water flow. Key is threaded and
designed to be used with hose swivels or
impact sprinklers.
0 Brass Hose Swivel allows for water hose
hookup and uµ to 3G0° rotation for hand
watering and Other special applications. .
Co tN-avy-Duty Brass & Stainless Steel Impact
Sprinkler Head. Full or part circle use;
adjustable stream flow.
© Heavy -Duty Brass & Stainless Steel Part or
Full Circle Impact Sprinkler designed for 20°
to 340° or coukinuous 360° coverage.
0 © IMPACT SPRINKLERS,
1'-
No. 3/4" Full Circle. For heavy-duty
No. 3W726. 1/2" Full Circle. For heavy-duty
brass construction-
AG applications. Solid brass construction
appI. a
drive at d sure
AG applications. Solid
steel drive spring. West Ag
weal bearing steel West
with.staittless
No. 3 (S90DFULL)•
No. 3W727. 1/2" Part/Full Circle. For Indus-
lawn & gardelt
( S2000).
3744 Part/Full Circle. For large
and highway
trial and cols,Il,ercial turf,
and general applications. Solid brass body,
drive spring, and
No. app23.
licatiwts, commercial
maintenance, and farm irrigation. Soli
stainless steel rive
and erns, stainless steel
stainless steel trip collars. M' to 340° are
West Ag brand (SG3D).
brass construction,
spring, friction Lip collars, and trip ussem-
'_'0° 340° or full circle. West Ag
or full circle.
No. 3W724. 1/2" Part/Full Circle. For turf,,
bly• to arc
brand (S`LG1US'f).
lawn & garden applications. Solid brass
booty, silicon brass driver arras has patented
No. 3W734. 1" Part/Full Circle. For fairway
fieldapplications and dust control.
spray grooves which decrease dry area in
Stainless steel drive
oc
Heave duty brass construction. Oast brass
steel friction trip
center of distribution.
trip collars, and trip assembly• 20°
trip assembly; stainless
'20° to :340° are or full circle. West
spring,
to 340" are or full circle. West Ag brand
collars.
Ag brand (S360BA).
(S9OU)• _ ":' -- pea.o stock sWL
S ra Panere• Pressure No bra Each VYt
8iza Threod P y. ` (Pit) _ GPM_ Throw, 1
(c,rcle) i16.S8 j12.26 0.6 4�
Key (In.) (Male) _ __.._ . _-_
_ - - . _ _li,i0
FtOw/dimm-r
37-41 3W726
1.r>fl-5.r�11 :15a8 3W727 '20.62 16.50 0.7
gr,537 07
G
F
114
ll2
NI
NPC
t L565
Fu0 & �'al -tor - '=5'50
F
if
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F1dl 30b0
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FuU & Pact W7diftuser
........._.:>.,.-:_.•
inl aoACC r]IIICK I _"
© BRASS QUICK
COUPLER VALVES
Use with ground impact
sprinklers or hose swivels
for water hose access. Call
be kept under constant
pressure or valved ill
groups for zone control.
West Ag brand.
No. 3W728. W4" coupler valve (V075-PL). No. svvrov..> r•
Shpg• wt. 1.1 lbs. List $'L5.56. Each..•......$20.45 0.9 Ibs. t.ist $17.40. Eaclt •••"GIOU•..Sh.
No. 3W731. l" coupler key (" )• F
No. 3W729. V coupler valve (V100-1'L).
Slfpg. wt. 1.9 lbs. List $39.31. Each.__. $31.45 .1.2 lbs. List. $35.85. Each ................
PHONE OR FAX YOUR ORDER TODAY!
3&41 3W724 21.45 17.16
3.4".W I8.61 1e•7� 1
6.OQ9.I0 ;- 3 D 41.48 3320 1.7
5.50.7.80 68.B1 55.05 3.0
16.40-•24.20 65-71 3v'1734
BRASS HOSE
SWIVELS
When coollected, allow
y� for 360" hose rotation for
,..�.; hand watering and other
"s hose applications. Fit
r: Y: standard 3/4" hose.
��Available it,
it,2 sizes, es[
713Ag btanr ,.t'Di'..i
No. 3W732. Fits 3/4" hose s 3/4" NI'T (HS-075).
SI,pg• wt. 0.8 lbs. List ............................... $2 .83.
......................
.66
Each ...................................... IiS 100).
No. 3W733. Fits &4" hose x 1" NPT
Shpg. wt. 0.9 lbs. List ................................ $222.30
r...
2759

Appendix B
Soils Investigation Report

SOIL AND SITE EVALUATION
FOR AN ON —SITE WASTE DISPOSAL AREA
BY SURFACE SPRAY IRRIGATION
FOR
JAMES AND LINDA BEARD
ROWAN COUNTY, NORTH CAROLINA
by
Toney C. Jacobs & Associates, Inc.
Consulting Soil Scientists
168 Broadbill Drive
Mooresville, N.C. 28117
[phone]
fax [phone]
e-mail jacobsAl-america.net
August 12, 1998
submitted to: James and Linda Beard
213 Lakeview Drive
Harrisburg, NC 28075
/Mr.
Ha/Thurman Horne, P.E.
107 Commercial Park Drive
Concord, NC 28027
.•'OF CER7
+°G TONEY C. JACOZS
CERTIFIED PROF'c�SIONAL ; �*'
SOIL SCIENTIST
B3� EXP• .
�gOILSCjFM�
ti JACO�at'
� a
j>1� 1p63 G G'
OF NN
Torfey C. jz6oba; CPS

Soil and Site Evaluation for an On -Site Waste Disposal Area
by Surface Spray Irrigation for James & Linda Beard, Rowan County, N.C.
Introduction
This report summarizes the activities, observations, data collection, conclusions, and ,
management plan for a proposed surface spray irrigation waste disposal system for a three
-bedroom residential system. This proposal is for aerial surface spray on % acre of an
approximately 44 area tract. The recommendation for use of surface application comes
only after the Rowan County Health Department found the area unsuitable for ground
absorption (Appendix 1). This was also confirmed by a succeeding evaluation by Toney
C. Jacobs & Associates on June 17, 1998 which examined most of the tract for any
provisionally suitable area. The primary purpose for this investigation was to obtain a
DEH permit via NCAC (T15A. 18A 1948(d); however, no subsurface system could be
recommended which had a reasonable expectation for approval by DEH. Design flow has
been set at 360 gpd for a 3 bedroom house. Surface spray disposal through DWQ
permitting was considered the landowner's only option to build a home on their land.
The recommendation for an on -site (spray) system is based on a combination of
factors, including, but not limited to 1) topography, 2) soil characteristics, 3) wetness
conditions, 4) soil depth, 5) restrictive horizons, 6) available space with required
setbacks, 7) impact on watertable, and 8) a workable management plan. Generally, some
of these conditions, which may limit site use, can be compensated for by changing the
system design; however, some factors cannot be remediated. It is with this philosophy
that this report is prepared.
This report is complimentary documentation for an engineered design by Mr. Thurman
Horne, P. E. Details which will be a part of that report have been omitted from this work,
although this work, as well as the design, represent a holistic approach with on -going
interaction between the soil and engineering disciplines.
Site
The property is located 3.0 miles south southeast of Rockwell, N. C. The tract is
between Old Beatty Ford, Emanuel Church, and Oliver Roads adjacent to an unnamed
tributary of Second Creek in the High Rock Lake watershed (Figures 1 & 2). Farm

K
Service Agency air photo and the soil map show the homes and roads near the property
(Figures 3 & 4). The area is served by private wells. The waste plan by Mr. Horne should
give accurate information on the site well. Location of wells within 500' are referred to
the design engineer. Because this is an isolated and large tract of land this is a simple
task. Surface waters should be accurately located and shown by the design engineer. The
system can be greater than 100' from the one wet weather drain.
Because of the homogeneity of the receiver site, soils in the disposal area are
addressed as a complete unit. During the soil investigation topo of the spray area was
checked frequently by handheld clinometer. Only a few very short micro slopes exceeded
6%. The spray area is mostly a nose or lineal slope. Because the site is so level, exact
delineation is more difficult. The 10' interval USGS map has the area as a lineal slope on
the extremity of a nose landscape. The lack of contour in the area also define the flatness,
of the area (Fig. 2).
The proposed wetted area of the sprayfield is approximately '/2 acre. There were no
rock or rock outcrops noted on the surface in the application area. It is expected that
subsurface floaters may exist, but are not significant to the disposal process.
Soils
The Soil Survey of Rowan County, N. C. (McCachren, in publication) has the tract
mapped as Enon fine sandy loam, 2 to 8 percent slopes. In the overall area and within '/4
mile are some Tatum and Sedgefield near the stream, but no Tatum was identified on the
property. One area of red was noted by the owners and this minor inclusion was
Mecklenburg -like and 2:1 expansive mineralogy. To some extent this entire tract was
examined. Detailed information about these mapping units is supplied in Appendix 2
(USDA). This site specific investigation placed four backhoe pits. (Figure 4). The holes
varied in depth from 4.0 to 7.0 feet. When terminated, it was possible to still get return in
all holes. All holes had soil and saprolite material to depth investigated. No hard highly
weathered rock or firm saprolite was found (note spoil on Plate 1- B & Q. Each of the
holes is described in Appendix 3. This area of Rowan County has both piedmont acid
and basic crystalline soils, as well as slate belt soils intermixed. On the portion of the soil
map used for this work and within one mile are Cecil, Vance, Tatum, and Uwharrie

3
series. This represents a very wide mix in soils from excellent disposal to less than
desirable by a surface system on a large parcel.
The four profile descriptions were very similar, except for slight variations in horizon
thickness. Generally, there was 12 inches of brownish yellow to brown sandy loam
surface (Plate 1-B & C) over a yellow brown sandy clay horizon to approximately 30
inches. This horizon contained^expansive clay mineralogy. At about 12 inches was a
varying 8-16 inches of 2:1 clay. Structure was angular blocky to massive. There were no
mottles of less than 2 chroma associated with this horizon, indicating some internal
drainage. At 24-31" this horizon graded to a silty clay loam horizon, with rock control,
massive structure. Some areas of this horizon were friable or loose, while others were
more HWR-like.
There was no evidence of periodic saturated soil conditions in any pits or auger holes
by <chroma 2 color. The expansive clay of the B horizon restricts vertical water
movement, but does not appear to stop it. No water was observed in any of the pits. Four
site specific hydraulic conductivities (Ksat) were made in the surface horizon by
Amoozegar's (1989) CCHP method (Plate 1-B). Mean Ksat of the surface was 0.37in/hr.
which is considerably below the reported 2.0-0.6 in/hr. According to NRCS, the
permeability of the most restrictive horizon is 0.06 - 0.2 in/hr. The A horizon should be
2.0-6.0"/hr. for the first 7 inches of soil; however, field measurements would support the
low end of this range for that described surface, or for the subsurface. Floating
subsurface rocks were not noted and are not expected to impact recommendation as the B
horizon of the soil is most restrictive. Using the 20% permeability rate recommended by
EPA, the drainage term for the total water balance of this soil is 8.6 in/month (see
worksheet). With this drainage, a water balance with recommended loading rate will
work without the need for wet weather storage. This does not reduce the need for the 5
day wet weather or emergency storage.
Five composite site specific soil samples were collected. These were submitted to
NCDA to get both a horizontal and vertical profile of cation exchange capacity (CEC),
pH, and nutrient status. Results of these tests are not yet available from the lab, but will
be reported as available. Both the surface and upper subsurface are expected to have a

4
low pH (5.2-6.0) with the highly weathered basic rock saprolite had about the same or a
little higher. The CEC of the surface is expected to be low, approximately 10.0, but
higher, 15 - 20 in the subsurface. This is consistent with 2:1 clay and increased clay
content. Fertility recommendations from NCDA with a specific request for Fescue grass
will be included as Appendix 4. This soil is expected to be starved for nutrients and will
act as a sink for those in the wastewater. During summer receiver vegetation could use
many times the irrigation and nutrients supplied.
Using longstanding published wastewater characteristics, concentration of total
Nitrogen at 50 mg/1 and total Phosphorous at 25 mg/1 will be insignificant to the total N
and P fertility requirements for the existing vegetation (see worksheet). These values
used are high estimates for sandfilter pretreatment.
Summary of site recommendations
The spray site has one intermittent drainage ditch which must have a 100ft. setback
from the proposed wetted area, but this does not affect available usable area. Wells will
be located in the engineering plans, but none were found within 100' of the wetted area.
The area is a wide linear slope landscape position with provisionally suitable surface soil
and marginally provisional subsurface soil and saprolite material below. This soil has a
low, but adequate saturated hydraulic conductivity to move drainage water during the
winter when ET is at a minimum. The Ksat of the surface horizon is high enough to allow
both infiltration and lateral transmission of the applied renovated wastewater. There is
additional area on the tract available for surface spray or drip irrigation repair if it were
ever needed. The sum of ET and drainage is greater than rainfall and loading at 0.30" per
week by surface spray irrigation. All calculations are conservatively designed with
sufficient area for the proposed system. A very important consideration to any system
operation is depth to a confinement or a wetness condition. These are soils with poor
water movement characteristics, but no expected seasonal watertable. The conservative
design should eliminate hydraulic overload as a concern. All of the field is already
naturally shaped. This shaping is easily maintained 100' beyond the wetted perimeter.
This should include minor fill of old backhoe pits and any other depressions with hauled
in topsoil rather than a denuding of existing surface soils. It is very important that no

5
• depressions be left on the surface to impound water. The spray area should remain in
vegetative cover and normal leaf litter. Mulch may be added when needed to protect
exposed soil. At no time should soil be left exposed. If unprotected, this area would be
subject to erosion if exposed to spate rainfalls.
Two important factors of concern in sprayfield design are rainwater additions which
do not readily runoff, and subsurface lateral flow. Because of landscape position, the
need for a drainage swail interceptor ditch is not indicated on this site (Figure 4).
Infiltration of high intensity rainfall events into the surface horizon should be minimal
because of texture and slope. A preliminary head layout is shown in figure 4. Because of
size and area used, no overlap should be required. To reduce pump requirements,
additional heads or zones may be added.
It is recommended that soil and wastewater be analyzed once each year until data base
is established. This would help with waste management and cover. Such tests are
consistent with BMPs. By using NCDA labs for analysis, costs are also very reasonable
for these tests. Interpretation of results may be by a soil or agronomy consultant or
specialist from N.C. Agricultural Extension Service.
General Comments
1. Good landscape position. Design uses a wide aerial window.
2. The system has good uniform slope for surface drainage.
3. Good aspect (mostly west) to promote solar radiation and enhance
evapotransporation.
4. Ksat's indicate a profile with sufficient conductivity for conservative loading
rate of 0.30"/week loading in winter. This loading rate should always give an
unsaturated flow regime. Irrigation frequency is supported by the SCS
Technical Guide Section II-G (Appendix 5). This would be an instantaneous
loading rate of less than 0.20 in/hour. This should be incorporated into the
design. If one zone is used, pump should dose 0.15 " over a one plus hour
period, no more than two times a week. Or, dose every other day at a rate of
0.1 in/hr and still have a good operation.

5. Even with a minimal system of this size, there should be a periodic
sampling of soil fertility, plant vegetation (plant tissue analysis),
wastewater being added, and possibly watertable. Because of possible
interaction of each of these, a third party sampling by a soil scientist or
agronomist could be advantageous for promoting system longevity and
workability.
6. Interpolating from longterm precipitation isohyet for N. C. has near
annual rainfall at 44 inches per year (Elder et al, 1983). This is one of
the lowest in the state (Appendix 6).
Until construction, the site should be maintained as is with clearing done only to
install irrigation pipes. Installation should be with minimum disturbance of cover over
field. There should also be special conditions imposed on the contractor installing the
pipes. This includes prohibiting any work while the site is wet. Attention should be
given to avoid the disturbance of soil structure by entering field while soil is too wet.
Any field preparations should be stabilized as quickly as possible with mulch to reduce
erosion of any disturbed areas.
Thank you for the opportunity to be of assistance with this project. If questions arise
about this report, please do not hesitate to contact me.

SALISBURY Continue on Pagg 36 SALISBUnY 2 3
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168 Broadbill Dr.
Mooresville, NC 28115
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Mooresville, NC 28115
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/:_ MM KI
1. Letter from Rowan County Health Dept.
2. SCS information
3. Soil profile descriptions
4. NCDA soil test report
5. USDA irrigation guide
6. Rainfall isohyets

John D. Shaw, ,MPH
'Director
Rowaii County Departwent of health
Environmental Health Division
402 ;North Main Street u�ifty, 61 144
Mr. James H. Beard
213 Lakeview Drive
Harrisburg, N.C. 28075
Dear Mr. Beard:
Al
Telephone [phone]
FAX (704)
On July 28, 1997 a soils/site evaluation was made on one acre of an approximate
six acre tract of property identified by Gold Hill. Township, Tax Map 9386, part of Parcel
#38. The purpose of this evaluation was to determine the suitability of the soil for the
installation of a subsurface sewage treatment and disposal system to serve a three
bedroom_ residence.
After completing this evaluation it was determined this site is unsuitable for the
installation of a conventional, modified, or alternative ground absorption sewage treatment
and disposal system due to:
Unsuitable soil characteristics . Section .1941
Soil wetness conditions Section .1942
Soil depths too shallow to be reclassified
as provisionally suitable Section .1943
Restrictive horizon at depth less than 36" Section .1944
As with any Improvements Permit denied, you have the right to an informal review
by this office and the right to appeal under G.S. 130A-24, On October 7, 1997 you
exercised your right of appeal with Mr. Joe Lynn, State Soil Scientist who confirmed my
findings.
if there are any questions about this evaluation call me at the Rowan County
Health Department at 642-2000.
Sincerely,
Bill Roberts, R.S.
Environmental Health Specialist
Equal Opportunity Employer
recycled paper
TOTAL P.03

A2
�O Established Series
Rev. HJB : REl1: RBS
10/82
ENON SERIES
The Enon series consists of well drained gently sloping to steep
soils on ridge tops and sideslopes inthe Piedmont. They formed
in residuum weathered from dark colored mixed acid and basic
rocks. Slopes are 2 to 45 percent.
TAXONOMIC CLASS: Fine, mixed, thermicUltic Hapludalfs.
TYPICAL PEDON: Enon fine sandy loam --forested.
(Colors are for moist soil unlessotherwise
stated.)
A--O to 3 inches; dark grayish brown (10YR 4/2) fine sandy
loam; weak medium granular structure; very friable; many fine and
medium roots; few medium fragments of quartz and black
concretions; strongly acid; clear smooth boundary. (2 to 5
inches thick)
E--3 to 8 inches; yellowish brown (10YR 5/4) fine sandy
loam; weak medium granular structure; very friable; many fine and
medium roots and root channels; few medium black -concretions;
medium acid; clear wavy boundary. (2 to'7 inches thick)
BA--8to 11 inches; light olive brown (2.5Y 5/4) sandy clay
loam; weak medium subangular blocky structure; friable, sticky,
plastic; thin patchy clay films on faces of peds; few fineroots
and root channels; slightly acid; gradual wavy boundary. (0 to 5
inches thick)
Bt1--11 to 21 inches; yellowish brown (10YR 5/8) clay;
moderate, medium, prismatic structure that parts to moderate
medium angular blocky structure; firm, sticky, plastic; thick
continuous clay films on faces of peds; few fine and medium roots
between peds; few fine pores and root channels; common fine and
medium black concretions; slightly acid; gradual wavy boundary.
(7 to 151nches thick)
Bt2--21 to 33 inches; yellowish brown (lOYR 5/8) clay;
moderate medium angular blocky structure; firm, very sticky,
plastic; few fine roots and pores; thick continuous clay film on
faces of peds; many medium black concretions; few medium gravel;
neutral; gradual wavy boundary. (8 to 15 inchesthick)
C--33to 75 inches; mottled brownish yellow (1OYR 6/8), black
(10YR 2/1), and dark greenish gray (5GY 4/1) saprolite that
-crushes to loam; massive rock controlled structure; friable;
neutral.

TCJ CONSULTING ^,3
SITE / SOIL EVALUATION �'1
B: �M�A��'��j. PHONE: DATE:
:A'IION: PIN: COUNTY: PROP_EF'Y IZE: kL f
)POSED F ILITY: WATER SUPPLY: On -Site Well Community_ Public EVALUATION: Auger Boring_- Pit_VVCul
ATIiER: "14, ANTECEDENT MOISTURE: SURFACE WATER: 0
�.
prim
IN
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is
1�•..i.. .�. h�
y
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t-
a
LEGEND
L.MvKAEE EQ5l ON
R - Ridge rl#V !f- f I,)•Je_
S - Shoulder
L - linear slots_`
S - Font slope
N - Nose slope
H - Head slope
Cc - Cone slope
O, - c6nvet slope
T - Tetras
P - Flood Min
TTXIURE
Is • loarny sand
11- tardy loam
I -loam
d -tilt
sil .:ill loam
ski • silly city loam
cl - clay loam
-1- tardy clay loam
Be . sandy clay
tic - silty clay
c - clay
rnrucicrt:N(�
Ns - ntm-sticky
S1 • slightly sticky
S - sticky
Va . very sticky
IVp - soon -plastic
Sp - slightly plastic
P - ptalk
Vp . `tsy plastic
MQIH
vfr • very friable
fr • friable
r • firm
vrr, - very firm
efi . esuernely film
SMUSrlBE
19 - single grain
m - mns7ve
cr - crumb
gr - granalar
aah • sobangular blocky
th • arrgtrlar blocky
pl - platy
pr • prismatic

--PHYSICAL AND CHEMICAL PROPERTIES OF THE SOILS
[The symbol, < means less than; > means more than. Entries under "Erosion factors--T" apply to the entire
profile. Entries under "Organic matter" apply only to the surface layer. Absence of an entry indicates
that data were not available or were not estimated]
Erosion
Map symbol and I
Depth I
Permeability IAvailablel
Soil I
Shrink -swell I
factors I
Organic
soil name
water Ireactionl
potential I
matter
capacityK
1
T 1
In I
In hr 1
In in {
pH I
I
1
I
Pct
AaB--------------I
0-10 1
2.0-6.0 10.12-0.2014.5-6.0
ILow------------
1
0.24 1
5 1
Altavista i
10-41 i
0.6_2.0 10.12_0.20`4.5_6.0
ILow
1
0_24 1
.5-3
41-60
{
1
I
_-__________
I
I
1
1
ApB______________{
0-8 1
1
2.0-6.0
10.10-0.1514.5-5.5
10.15_0.1714.5_5.5
ILow------------
1
ILow_=__________
0.24 1
4 1
.5-2
Appling i
8-47
0'6_2:0
I
0_20
1 47-62 I
1 1
I
I
1 1
1 i
Ar�--------------
1 0-8 1
0.6-2.0
10.16-0.2415.6-7.3
ILow------------ 1
0.37
1 5
1 1-4
Armenia
I B-47 1
0.06-0.2
10.12-0 20161-7.8
10.10-0.18I6..1-7.8
IHigh----------- 1
0.20
1 I
47-60 I
0.2-0.6
ILow------------ 1
0.28
1 1
BaB, BaD, BaF ---- 1
0-7 1
1
0.6-2.0
10.14-0.2013.6-5.5
10.14_0.1913.6_5.5
ILow------------ 1
1
0.24
1 4 1
1
1-3
Badin
i 7-28
0.6_2.0
IModerate_______
0_24
I
28-40
1
1 ..' 40
I
1 ---
1
i --- I
--- I
--------------- I
CcB2, CcD2-------
1 0-7
1 0.6-2.0
10.13-0.1514.5-6.0
ILow--__________ 1
0.28
1 4 1
.5-1
Cecil
I 7-48
0.6_2,0
I
I0.13_0.15I4.5-6.0
ILow
0_28
48-72
___e__v__v__
1
1 1
CeB:
Cecil ------ -----1
0-7
1 0.6-2.0
10.13-0.1514.5-6.0
ILow------
1 0.28
1 4
1
+ 7-48
1 0.6_2.0
I0.13_0.15I4.5-6.0
ILow_e_____vs___
0_28
.5-1
48-72
1
1
1
Urban land.
I
1
1
1
(
I
{
1
1
1
1
i
1
1
Ch-------- _-----_1
I 0-7
1 0.6-2.0
10.10-0 1514.5-6.5
{Low------------
{ 0.24
1 5
I
I 1-4
Chewacla
0.6_2.0
O 28
I 507-50 -70
I
I0.12_0.20I4.5_6.5
ILow____________
I
1
1
CoB, CoD---------
0-6
1 0.6-2.0
10.12-0.1615.6-7.3
ILow------------
1 0.24
1 5
1
Coronaca
1 6-80
1 0.6-2.0
10 12-01615.6-7.3
ILow------------
1 0.24
1
.5-2
1
80-96
1 0.6-2.0
10..10-0.1515.6-7.3
ILow------------
1 0.24
1
1
CuB2, CuD2-------1
0-7
1 0.6-2.0
10.12-0.1715.1-6.0
IModerate-------
1 0.37
1 3
1 1-3
Cullen
1 7-54
1 0.6-2.0
10.10-0 1415.1-6.0
IModerate-------
1 0.24
1
1
54-66
I 0.6-2.0
I0.14-0.19I5.1-6.0
IModerate-------
I 0.24
1
I
EnB, EnD---------1
Enon
0-7
I 7-27
I 2.0-6.0
1
10.11-0.1515.1-6.5
10.15-0.2015.1-7.8
ILow------------
llligh------
0.28
1 2
1
I .5-2
1
27-60
0.06-0.2
---
0.28
EoB:
I
I
I
I
I
I ---
I
I ---
I
I---------
1 00,
1 ----
1
I
1
1
1
Enon__--------1
0_7
10 11-0 1515.1-6.5
ILow------------
1 0.28
1 2
1
_
7-27
{
-
10.15-0.2015.1_7.8
-----------
0_28
.5-2
27-60
1 ---
i
1 ---
1
I[(igh
---
I
1
I
Urban land.
1
1
I
1
1
GeB2-------------i
0-6
( 0.6-2.0
10.13-0.1814.5-5.5
ILow------------
I
1 0.49
1
1 4
1
1 <.5
Georgeville
1 6-51
1 0.6-2.0
1
10.13-0.1814.5-5.5
ILow------------
1 0.28
1
1
1
I51-64
0.6-2.0
I0.05-0.1014.5-5.5
ILow------------
0.32
I

SPRINKLER IRRIGATION GUIDE (cont)
for
PIEDMONT AND COASTAL PLAIN AREA OF NORTH CAROLINA
SOILS CROPS IRRIGATION SPECIFICATIONS
•Availab le:Rmm
ecoended Maximum: :Moisture to: :Irrigation:Applica-
Depth of :be Replaced: "Design" : tion
Group Soil Type :Average:Mositure :� 1p ication Rate
Index and Soil : Holding Bare . Cover Crops Locally Grown :Moisture by Each :Moisture: for Peak :Amount
No. Description Depth :Capacit (In/Hr): (In/Hr) 2/ :Replacement: Irrigation:Use Rate:Use Period:(
In,) 3/
Ft.) (In. /' Ft. In.) In/Da Days
1 2 3 4 5 6 7 8 9 10 11 12
2.5 2.20 .20 11 2.95
:Well to moderately well drained : : 1.3 .30 .35 :Cotton
:soils of the Piedmont uplands . 2.4 :Corn, field 2.5 2.20 .22 10 2.95
:with loamy surface layers and 3.6 :Ladino Clover & Grass,
:firm plastic clayey subsoils. ° 4.6 :Summer Perennials or
11 . 5.3 : Mixed Hay 1.5 1.20 .24 5 1.60
3 0 :Peas, field 1.5 1.26 .18 7 1.70
:Creedmoor :Small Grain or Soybeans: 2.0 1.80 .18 10 2.40
:
:Helena ld :Tobacco 1.5 1.26 .18 7 1.70
:Vegetables, Group 1 1.0 .70 .14 5 .95
:Vance :Vegetables, Group 2 1.5 1.12 .14 8 1.50
' :Vegetables, Group 3 1.5 1.26 .18 7 1.70
:Vegetables, Group 4 2.0 1.80 18 10 2.40
_______°--------i-9----:---.20----O:Ladino
------------------Well to moderately well drained 1.0 1.88 : .22 : 5 1.15
:Cotton:soils of the Piedmont uplands :Corn, field 1.0 .88 .22 4 1.15
:with loamy surface layers and Clover & Grass,
glastic,ticky clayey subsoils. :Summer Perennials or
Mixed Hay 1.0 .96 .24 4 1.30
1.0
:Peas, field 1.0 .90 .18 5 1.20
��� :Small Grain or Soybeans: 1.0 .90.18 5 1.20
:Tobacco 1.0 .90 .18 5 1.20
1e
-- ® ---------------------------------------------------------------------------:-------
--------------- ----
1•5 .30 .35 :Alfalfa 2.5 2.16
:Well to moderatelywell drained . 2 4 :Cotton 2.5 2.20 .20 11 2.95
:Coastal Plain soils, with silty . 3 4 :Corn, field 2.5 2.20 .22 10 2.95
:surface layers and friable loamy : 4 4 :Gladioli 1.0 .70 .14 5 .95
:subsoils. 5.2 :Ladino Clover & Grass, .
A cock :Summer Perennials or
3 1.5 1.20 .24 5 1.60
:Engelhard :Nursery: Mixed Crops, 1st yr. 1.0 .64 .16 4 .85
:Exum :Nursery Crops, 2nd yr. 2.0 1.80 .18 10 2.40
13 :Nixonton 2.0 1.80 .18 10 2.40
:Tetotum :Peanuts
:Peas, field 1.5 1.26 .18 7 1.70
:Small Grain or Soybeans: 2.0 1.80 18 10 2.40
:Tobacco 1.5 1.26 .18 7 1.70
:Vegetables, Group 1 1.0 .70 .14 5 .
:Vegetables, Group 2 1.5 1.12 .14 8 1:50
:Vegetables, Group 3 1.5 1.26 .18 to 1.40
:Vegetables, Group 4 : 2.0 1.80 .18
------------------------------------------
-----------------------------•------------------------------------
(Continued) Sheet 6 of

J6-

UUnJ 7 f(
Amp «�
' TABL>3. A ANCE - �CECIL SOIL
Data Required �IoIeTN vA Z
Average Depth "A" Horizon
Water Loss (% Volume) /b o
Drainaae Calculation (Per Cycle4 17A
Basic Considerations
Irrigation Time .5 D ► 5 ®�° kA/ �30
�1�
Drainage Time 4, a -
Reaeration Time 3 pays
Total Hydraulic Cycle
Month'IX Drain - a Calculation
30 aayayMoss/yc e X -+-.t2"/Cycle -brag"/Mo
3 � /ATER
BALANCE 'J
Month Evapo- Draina Total P ipi- Effluent Total'
transpiration inch inch ation Applied inch
inch (2)+(3 inch inch
(4)-(5)
(1) (2) (3 4) (5) _ (6) (7)
JAN 0.93 �� i0s
7.01 3.50 3.51 7.01
FEB 1.40 ,� 7.48 3.53 3.95 7.48
MAR 2.17 6.00 8.25 .5.69 2.56 8.25
APR 3.30 6:08 9.38 4.31 5.07 9.38
MAY 3.72 6.08 9.80 5.71 4.09 9.80
JUN 4.50 6.08 10.58 4.88 5.70 10.58
JUL 4.34 6.08 10.42 5.30 5.12 10.42
AUG 3.72 6.08 9.80 2.72 7.08 9.80
SEP 3.00 6.08 9.08 1.15 7.93 9.08
OCT 1.86 6.08 7.94 2.31 5.63 7.94
NOV 1.20 6.08 7.28 1.24 6.04 7.28
DEC 0.62 6.08 6.70 6..4,6 0.26 6.70
TOTAL
ANNUAL 30.76 72.96 103.72 45.78 57.94 103.72
V�e-A

SUBSURFACE WASTEWATER DISPOSAL SYSTEM
MONITORING REPORT FORM
' a t
Name and Address of System Manager
Date of Inspection Ei 6 Mo. El Follow-up
13,farZ
o 12 Mo. 0 Service Call
z ho
County System Classification & Type
pEPT. OF ENV Z
40 4 *11 1,411,
0-) a YL wl _Myul
Name and Address of Owner
Location of System
A149
DEC 0 6
Lot # Phase'
Subdivision:
TANKAGE (septic tanks)
Scum Sludge
Level Level
Tank risers accessible?
Signs of infiltration?
✓
✓ Septic Tank
Tanks and access structurally sound?
✓ Water Depth
Sanitary tee(s) in good condition?,
Septic Tank Needs Pumping
Effluent filter cleaned? A10
Effluent filter in good condition?
TANKAGE (9-pe�
Scum Sludge
Grease trap risers accessible?
Level Level
Signs of infiltration? :� '
k" Grease Trap . —
Grease trap and access structurally sound? ✓ Water Depth
Sanitary tee(s) in -good condition?
Grease Trap Needs Pumping
Effluent filter cleaned?
Effluent filter in good condition?
EFFLUENT DOSING STATION:
Tank Riser Height?
✓ Filter Cleaned _1v1A
Signs of Infiltration?
✓ Filter in Good Condition
Required pumps present and operating properly?
✓ Elapsed Time Readings:
High water alarm operating properly?
✓ Pump #1
Floats, pipes, valves, disconnects in good condition? ✓ Pump #2
Control panel enclosure/components in good condition?
✓ Pump #3
Effluent appears clear and free of solids?
Pump #4
GROUND ABSORPTION FIELDS (general):
No evidence of effluent surfacing? o.- kan-.4-p-
✓
Surface water being effectively diverted away?
Line cover & vegetative cover maintained properly?
Protected from traffic, destructive uses?
Distribution devices in good working condition?
Repair area properly reserved, maintained?
PRESSURE MANIFOLD SYSTEM:
Manifold vault, valves, piping in good condition? Corrected Today
Evidence of leakage, blockage in discharge lines?
Corrected Today
Pressure head is properly adjusted?
Corrected Today
LOW PRESSURE PIPE SYSTEM:
Jurn u ps/cleanouts/valves intact and accessible?
Corrected Today
Laterals free :of -excess solids?.,
Laterals flushed this inspection?
Pressure head is properly adjusted?
Corrected Today
D N, 11� 15-1 U, T
001
SWDSMR 3/99

Pump Tank Size gallons
Level Begin Dose: Level End Dose Dose Amount (Gallons)
��y Run Tiime Level Begin Level End Flow Amount (gpm)
S
VALVEW LINE # DESIGN PRESSURE OBSERVED PRESSURE ADJUSTED PRESSURE
3
RECOMMENDATIONS TO OWNER:
COMPLIANCE STATUS: COMPLIANT K NON -COMPLIANT
SIGNATURE OF "ORC":

` SUBSURFACE WASTEWATER DISPOSAL SYSTEM
MONITORING REPORT FORM i_ r
NC DEPT. OF EMV1'r10Ni'riE; 't I 0- 0 d
Name and Address of System iEria'.-�.
Date of Inspection ❑ 6 Mo. ❑ Follow-up
TRI-COUNTY s '
WASTEWATER
_ ❑ 12 Mo. ❑ Service Call
$xk P.O. Box 1830
County System Classification & Type
Indian Trail, NC 28079 " SEP 2 8 2001
[phone] ;*'�
Name and Address of Owner
Location of System
Linda Beard ��� AI I 1�v_:f
280 Blackbeard Lane
Rockwell NC 28138
Lot #
Phase
Subdivision:
,�....,� _ (septic tans)
Scum Sludge
Tank risers accessible?
r/
Level Level,
Signs of infiltration?
;i
Septic Tank
Tanks and access structurally sound?
Water Depth
Sanitary tee(s) in good condition?
L1_
Septic Tank Needs Pumping
Effluent filter cleaned?
Effluent filter in good condition?
t/
TANKAGE ( )
Scum Sludge
Grease trap risers accessible?
Level Level
Signs of infiltration?
-/
Grease Trap
access structurally sound?
Water Depth
Sanitary tee(s) in good condition?
c/
Grease Trap Needs Pumping
Effluent,filter. cleaned?
Effluent filter.
-in good condition?
EFFLUENT DOSING STATION: _
Tank Riser Height?
r/ -Filter Cleaned
Signs of Infiltration?
1/ Filter in Good Condition
Required pumps present and operating properly?
Elapsed Time Readings:
High water alarm operating properly?
v- Pump #1
Floats, pipes, valves, disconnects in good condition?
ii Pump #2
Control panel enclosure/components in good condition?
Pump #3
Effluent appears clear and free of solids?
Pump #4
GROUND ABSORPTION FIELDS (general):
No evidence of effluent surfacing? 5P 'Ou'j r1,=F
Surface water being effectively diverted away?
Line cover & vegetative cover maintained properly?
✓
Protected from traffic, destructive uses?
Distribution devices in good working condition?
✓
Repair area properly reserved, maintained?
PRESSURE MANIFOLD SYSTEM:
Manifold vault, valves, piping in good condition?
Corrected Today
Evidence of leakage, blockage in discharge lines?
Corrected Today
Pressure head is properly adjusted?
Corrected Today
LOW PRESSURE PIPE SYSTEM:
Turn ups/cleanouts/vaIves intact and accessible?
Corrected Today
Laterals free of excess solids?
Laterals flushed this inspection?
Pressure head is properly adjusted?
Corrected Today
SWDSMR 3/99

VALVE#
Pump Tank Size _
Level Begin Dose
Run Tiime
LINE #
gallons
Level End Dose Dose Amount (Gallons)
Level Begin Level End Flow Amount (gpm)
DESIGN PRESSURE OBSERVED PRESSURE ADJUSTED PRESSURE
RECOMMENDATIONS TO OWNER:
i
COMPLIANCE STATUS: COMPLIANT ii� NON-COMPLI
SIGNATURE OF "ORC'f. /"

�� �X
SUBSURFACE WASTEWATER DISPOSAL SYSTEM
MONITORING REPORT FORM
Name and Address of System Manager.
Date of Inspection ❑ 6 Mo. ❑ Follow-up
TRI-COUNTY
❑ 12 Mo. ❑ Service Call
WASTEWATER
County System Classification & Type
� y yp
P.O. Box 1830
Indian Trail, NC 28079
[phone]
Q
m
Locatidi; rp s `""
?FFICF
Linda Beard,.F
.r
280 Blackbeard Lane
Rockwell NC 28138
AUG 0 2 2001
Lot # Phase
Subdivision:
-. NA=: Not Applicable
TANKAGE (septic tanks)
— • i grid i
Scum Sludge
Tank risers accessible?
Level Lev/ell
Signs of infiltration?
yr Septic Tank` /-
Tanks and access structurally sound?
v Water Depth
Sanitary tee(s) in good condition?
t�-- Septic Tank Needs Pumping
Effluent filter cleaned?
Effluent filter in good condition?
TANKAGE
Scum Sludge
risers accessible?
v— Level Level
Signs of infiltration?
Grease Trap
access structurally sound?
✓ Water Depth
Sanitary tee(s) in good condition?
Grease Trap Needs Pumping
Effluent filter cleaned?
tk
Effluent filter in good condition?
n
EFFLUENT DOSING STATION:
Tank Riser Height?
✓ Filter Cleaned
Signs of Infiltration?
Filter in Good Condition
Required pumps present and operating properly?
` Elapsed Time Readings:
RF.e���-
High water alarm operating properly?
Pump #1 4 8"
Floats, pipes, valves, disconnects in good condition?
V65tr_—Pump #2 &2
Control panel enclosure/components in good condition? Pump #3
Effluent appears clear and free of solids?
✓ Pump #4
GROUND ABSORPTION FIELDS (general):
No evidence of effluent surfacing? aR tewgl arf
cv
Surface water being effectively diverted away?
Line cover & vegetative cover maintained properly?
Protected from traffic, destructive uses?
Distribution devices in good working condition?
✓
Repair area properly reserved, maintained?
PRESSURE MANIFOLD SYSTEM:
Manifold vault, valves, piping in good condition? Corrected Today
Evidence.of leakage, blockage in discharge lines?
Corrected Today
Pressure head is properly adjusted?
Corrected Today
LOW PRESSURE PIPE SYSTEM:
Turn u ps/cleanouts/valves intact and accessible? Corrected Today
Laterals free of excess solids?
Laterals flushed this inspection?
Pressure head is properly adjusted?
Corrected Today
SWDSMR 3/99

VALVE#
Pump Tank Size _
Level Begin Dose
Run Time
LINE #
gallons
Level End Dose Dose Amount (Gallons)
Level Begin Level End Flow Amount (gpm)
DESIGN PRESSURE OBSERVED PRESSURE ADJUSTED PRESSURE
RECOMMENDATIONS TO OWNER: S
COMPLIANCE STATUS: COMPLIANT NON -COMPLIANT
SIGNATURE OF "ORC": �=

SUBSURFACE WASTEWATER DISPOSAL SYSTEM
MONITORING REPORT FORM
Name and ,address of System Manager
Date of Inspection ❑ 6 Mo. ❑ Follow-up
TRI-COUNTY
G _ �S_ p ❑ 12 Mo. ❑ Service Call
WASTEWATER
County Y Coun System Classification & T Ype
P.O. Bor 1830
Indian Trail, NC 28079
[phone]
i ;i+
�p �,.1 peg.,/
Location of System
Linda Beard
280 Blackbeard Lane
Rockwell NC 28138
JUN 2 8 2001
i
c
_ot # Phase
Subdivision:
®
-.
TANKAGE (septic tanks)
Scum Sludge
Tank risers accessible?
Level, Level
Signs of infiltration?
✓ Septic Tank <
Tanks and access structurally sound?
✓ Water Depth
Sanitary tee(s) in good condition?
Septic Tank Needs Pumping
Effluent filter cleaned?
ao
Effluent filter in good condition?
.�
TANKAGE
Scum Sludge
lop risers accessible?
Level Level
Signs of infiltration?
Grease Trap
access structurally sound?
Water Depth
Sanitary tee(s) in good condition?
Grease Trap Needs Pumping
Effluent. filter cleaned?
Effluent filter in good condition?
EFFLUENT DOSING STATION:
Tank Riser Height?
...— Filter Cleaned
Signs of Infiltration?
`— Filter in Good Condition
Required pumps present and operating properly?
Elapsed Time Readings:
High water alarm operating properly?
.r fP4 - Pump. #1 /Z 3 . Sz
Floats, pipes, valves, disconnects in good condition?
S4ArP1 Pump #2 Y5 - 3 2-
Control panel enclosure/components in good condition? Pump #3
Effluent appears clear and free of solids?
✓ Pump #4
GROUND ABSORPTION FIELDS (general):
No evidence of effluent surfacing? aa, rCaa opF
Surface water being effectively diverted away?
ei
Line cover & vegetative cover maintained properly?
v--
Protected from traffic, destructive uses?
�---
Distribution devices in good working condition?
Repair area properly reserved, maintained?
PRESSURE MANIFOLD SYSTEM:
Manifold vault, valves, piping in good condition?
Corrected Today
Evidence of leakage, blockage in discharge lines? Corrected Today
Pressure head is properly adjusted?
Corrected Today
LOW PRESSURE PIPE SYSTEM:
Turn u ps/cleanouts/valves intact and accessible? Corrected Today
Laterals free of excess solids?
Laterals flushed this inspection?
Pressure head is properly adjusted?
Corrected Today
SWDSMR 3/99

VALVE#
Pump Tank Size _
Level Begin Dose
Run Time
LINE #
RECOMMENDATIONS TO OWNER:
gallons
Level End Dose Dose Amount (Gallons)
Level Begin Level End Flow Amount (gpm)
DESIGN PRESSURE OBSERVED PRESSURE ADJUSTED PRESSURE
V—
COMPLIANCE STATUS: COMPLIANT v NON -COMPLIANT
SIGNATURE OF "ORC":��

DISPOSAL SYSTEM W SL ca
VI IVITORINC� REPORT FORM
Name and Adc(ress of System Manager
Date of Inspection El 6 Mo. El Follow-up
TRI-COUNTY
El 12 Mo. 0 Service Call
WASTEWATER
County -SyptRin.Plassification &Type
. P.O. Box 1830
Indian Trail, NC 28079
[phone]
e:2
40 r< ra_5
Location of System
Linda Beard
280 Blackbeard Lane
APR 2 4
Rockwell NC 28138
Lot# Phase
Subdivislon.
('/t--Satisfad-�6& M= Marginal, X —Unsatisf actory,
N-Not Evalulated,, NA= �Not Applicable),
TANKAGE (septic tanks)
Scum Sludge
Tank risers accessible?
Level Level
Signs of infiltration?
Septic Tank -A' _�
Tanks and access structurally sound?
Water Depth
Sanitary tee(s) in good condition?
L-- Septic Tank Needs Pumping
Effluent filter cleaned?
w
Effluent filter in good condition?
TANKAGE
Scum Sludge
_Qsggg;0ta risers accessible?
Level Level
Signs of infiltration?
Grease Trap
access structurally sound?
Water Depth
Sanitary tee(s) in good condition?
A1'4 Grease Trap Needs Pumping
Effluent filter cleaned?
WA -
Effluent filter in good condition?
EFFLUENT DOSING STATION:
Tank Riser Height?
Filter Cleaned
Signs of Infiltration?
Filter in Good Condition
Required pumps present and operating properly?
✓ Elapsed Time Readings:
High water alarm operating properly?
Pump #1
Floats, pipes, valves, disconnects in good condition? Pump #2
Control panel enclosure/components in good condition? ✓ Pump #3
Effluent appears clear and free of solids?
Pump #4
GROUND ABSORPTION FIELDS (general):
No evidence of effluent surfacing?64
Surface water being effectively diverted away?
Line cover & vegetative cover maintained properly?
Protected from traffic, destructive uses?
Distribution devices in good working condition?
Repair area properly reserved, maintained?
PRESSURE MANIFOLD SYSTEM:
Manifold vault, valves, piping in good condition? a Corrected Today
Evidence of leakage, blockage in discharge lines?
Corrected Today
Pressure head is properly adjusted?
Corrected Today
LOW PRESSURE PIPE SYSTEM:
Turn u ps/clea nouts/va Ives intact and accessible?
Corrected Today
Laterals free of excess solids?
Laterals flushed this inspection?
Pressure head is properly adjusted?
Corrected Today
SWDSMR 3/99

Pump Tank Size gallons
Level Begin Dose Level End Dose Dose Amount (Gallons)
��•°�$ Run Tiime Level Begin Level End Flow Amount (gpm)
LINE # DESIGN PRESSURE OBSERVED PRESSURE
ec outs
FILe y
ADJUSTED PRESSURE
RECOMMENDATIONS TO OWNER:
17
-3-- 1�2
COMPLIANCE STATUS: COMPLIANT NON -COMPLIANT
SIGNATURE OF "ORC": _ ..

SUBSURFACE WASTEWATER DISPOSAL SYSTEM
MONITORING REPORT FORM
Name and ,address of System Manager
Date of Inspection ❑ 6 Mo. ❑ Follow-up
TRI-COUNTY
®� f C p�pTo� l ? tMp 0,,1Mi �eNjce Call
_ _ _„ , �. `_,�
• ��� ,�' WASTEWATER
P.O. Box 1830
t} M1� i sac'. �it • :. ..
County , �� �yrSLerr; pssifcatjom Type
Indian Trail, NC 28079
(704) 821-884i�J,G�
ye ti
�9
5
----- ... — --- - - ---
Location of System
AR 2991 - -
Linda Beard
�� -
280 Blackbeard Lane
Rockwell NC 28138
A —7
n 1 5 jLSLJ
Lot #`�` -
Subdivision: Y -
TANKAGE (septic tanks)
— --
Tank risers risers accessible?
Signs infiltration?
v Level Level
Septic Tank
of
Tanks and access structurally sound?
Water Depth
Sanitary tee(s) in good condition?
v--� Septic Tank Needs Pumping
Effluent filter cleaned?
WQ
Effluent filter in good condition? r►v
TANKAGE (;6) �,Kc',�i i��
Scum Sludge
Bma*e=tmp risers accessible?
v- Level. Level . .
Signs of infiltration?
Grease Trap
p and access structurally sound?
v Water Depth
Sanitary tee(s) in good condition? 6;i4- Grease Trap Needs Pumping
Effluent filter cleaned?� PAY 5
Effluent filter in good condition.
At j
EFFLUENT DOSING STATION:
Tank Riser Height?
✓ Filter Cleaned .��
Signs of Infiltration?
t/ Filter in Good Condition
Required pumps present and operating properly?
✓ Elapsed Time Readings:
High water alarm operating properly?
_� Pump #1
Floats, pipes, valves, disconnects in good condition? Pump #2
�
Control panel enclosure/components in good condition? _5, a Pump #3
Effluent appears clear and free of solids?
_� °'- Pump #4
GROUND ABSORPTION FIELDS (general):
No evidence of effluent surfacing?ait-r2un6,i_'r%
1
Surface water being effectively diverted away?
c_—
Line cover & vegetative cover maintained properly?
Protected from traffic, destructive uses?
ri
Distribution devices in good working condition?
cr
Repair area properly reserved, maintained?
e/
PRESSURE MANIFOLD SYSTEM:
Manifold vault, valves, piping in good condition?
Corrected Today
Evidence of leakage, blockage in discharge lines? Corrected Today
Pressure head is properly adjusted?
Corrected Today
LOW PRESSURE PIPE SYSTEM:
Turnups/cleanouts/valves intact and accessible? Corrected Today
Laterals free of excess solids?
Laterals flushed this inspection?
Pressure head is properly adjusted?
Corrected Today
SWDSMR 3199

Pump Tank Size
gallons
Level Begin Dose
Level End Dose
Dose Amount (Gallons)
5� �
Run Time
Level Begin
Level End Flow Amount (gpm)
Ff 5
LINE #
DESIGN PRESSURE
OBSERVED PRESSURE ADJUSTED PRESSURE
3
caa cru�
— u t
RECOMMENDATIONS TO OWNER:
/� D /�.n, Ari ,� �,� �l�A P,�u7 .ice �n�v.t� Lz,r� G! G•�2��3 r1.�try.-� � ... /r'•-eft --
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COMPLIANCE STATUS: ! COMPLIANT
NON -COMPLIANT
SIGNATURE OF "ORC":'

STATE OF NORTH CAROLINA
COUNTY OF ROWAN V
bug
TRI-COUNTY-BEARD) HAT AM;8MRCF4
PAGE 1 OF 6 PAGES
2 20M
Agreement Number 1030101 MN OF EMOR a' als ,l? aspul
mApRE3i 4k Qli Ig ,y
AGREEMENT FOR INSPECTION AND OPERATION OF SPRAY IRRIGATION SYSTEM
This Agreement is entered into this January 12, 2001 between Tri-County Wastewater
Management Inc., a North Carolina corporation of Indian Trail, North Carolina 28079(Tri-County);
and Linda Beard of 280 Blackbeard Lane, Rockwell, North Carolina 28138 (Owner).
Preamble
Tri-County is contracting with the Owner to provide inspection and maintenance services to the
spray irrigation system as described on Attachment A for the fees or charges also shown in
Attachment A.
Sewer service at the Beard residence shall be provided by an on -site conventional gravity septic
tank collection system and treated for reuse by a re -circulating sand filter with chlorine disinfection.
The treated effluent will be reused through spray irrigation over a specified fenced area covered
with a grass crop. The North Carolina Department of Environment, Division of Water Quality,
Spray Irrigation System Permit for this facility is WQ0015945 dated February 10, 1999. This
single family spray irrigation permit requires that a certified spray irrigation operator perform
certain designated duties for the proper operation of the spray irrigation system. Tri-County
Wastewater Management, Inc. employees one or more licensed operators qualified to perform the
duties as set forth by the aforementioned permit and are in current good standing with the North
Carolina Certification Commission.
Conditions of the Contract
A. Tri-County, in consideration of the payment by the Owner as set out in the schedule of
services and charges in Attachment A, incorporated herein, agrees:
1) To provide the services set out in Attachment A according to the minimum schedule of
inspections/services required by regulations for the lots or parcels set out in Attachment B.
2) To report results of the inspections to the local health department or other regulatory
agency having jurisdiction as required by applicable laws or regulations.
3) If inspections indicate the need for system repairs or noncompliance:
a) to notify the local regulatory agency having jurisdiction within 24 hours.
b) to give notice to the Owner of needed repairs.

TRI-COUNTY-BEARD
PAGE 2 OF 6 PAGES
4) If Tri-County's services are terminated, Tri-County will notify the local health department
or regulatory agency having jurisdiction within 48 hours.
B. The Owner, in consideration of the services performed, agrees:
1) To pay Tri-County for its services according to the schedule of charges set out in
Attachment A.
2) Within 30 days of receipt of notice of repairs under A (3) above, the Owner must request
Tri-County to complete the needed repairs or provide proof that repairs have been performed by a
licensed or qualified entity and the system is functioning properly.
3) To notify Tri-county promptly of any emergency or malfunction which may violate
environmental, health, or other laws and regulations, and to authorize immediate repair as
necessary to restore the system to proper function and operation.
4) To provide and to maintain at all times, such access to the system and it's components as
is reasonably necessary for Tri-County to comply with its obligations under this Agreement.
C. TERMS OF THE AGREEMENT
1) This Agreement shall be effective for one year from the date of this contract, and will be
automatically renewed from year-to-year, unless written notice of termination and non -renewal is
given to the other party prior to the end of the then current annual contract year.
2) The real property to be serviced under this Contract is listed on Attachment B.
3) This Agreement automatically terminates if the Operation Permit for the system is revoked
and all appeals of the revocation are exhausted or time for making an appeal has passed.
4) The parties may terminate at the end of the then current term by consent of each party,
and not less than 30 days notice to the local health department or other regulatory agency having
jurisdiction.
5) This Agreement may be terminated for cause for breach, which remains unremedied after
15 days written notice to the defaulting party.
L7
LIMITED WARRANTY
TRI-COUNTY'S SOLE DUTIES AND RESPONSIBILITIES UNDER THIS AGREEMENT IS TO
PROVIDE INSPECTION AND ROUTINE MAINTENANCE ONLY AS SPECIFIED IN THIS
AGREEMENT. INSPECTIONS WILL COMPLY WITH APPLICABLE CODES, LAWS, AND
REGULATIONS IN FORCE AT THE TIME OF THE INSPECTION AND REPORT. WORK AND
MATERIALS USED IN REPAIRS ARE WARRANTED ONLY TO BE OF GOOD WORKMANSHIP,
FREE OF DEFECTS, AND CONFORM TO THE SYSTEMS SPECIFICATIONS AND EQUAL TO
THE ORIGINAL PARTS AND EQUIPMENT. THE DEVELOPER'S SOLE REMEDY UNDER THIS
EXPRESS WARRANTY IS REPAIR OR REPLACEMENT AND CONSEQUENTIAL DAMAGE OR
DAMAGES FOR DELAY ARE LIMITED TO TOTAL SUMS PAID TRI-COUNTY UNDER THIS

Al" AL
i
F�LE
NCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
Gold Hill Airpark HOA
300 Aviation Lane
Gold Hill, North Carolina 28071
Attention: Thomas May, Pres.
Dear Mr. May:
Donald van der Vaart
Secretary
February 16, 2015
Subject: Surface Irrigation Permit Inspection
Permit No. WQ0003687
Gold Hill Airpark
Rowan County
Enclosed you will find the report for the compliance inspection that was conducted on
December 19th, 2014 for the Gold Hill Airpark facility's treatment and disposal system. The
inspection included a review of: records, the residuals processing and storage areas and
the application sites. I would like to thank John Ciolino for his time during the inspection.
Per conversation and follow-up email from Mr. Ciolino, the HOA has made repairs to
address inflow concerns and plans to camera more septic lines. In addition, they are
currently working with a contractor to replace the liners at both lagoons.
The Mooresville Regional Office has noted a request to reinstate the original permitted
discharge rates and field application sites, based on near build -out capacity and recent land
purchases. The request and deed information provided by Mr. Ciolino was forwarded to
permitting staff at out central office in Raleigh as part of the current permit renewal process.
The attached report should be self-explanatory; however, should you have questions,
please contact me by phone [phone]) or email (maria. schutte(c_ncdenr.gov).
Sincerely, .
J"
Maria Schulte, Environmental Specialist
Mooresville Regional Office
Water Quality Regional Operations Section
Division of Water Resources, NCDENR
Attachment(s): WQ0002544 Inspection Report
cc: John Ciolino, HOA Secretary and SI-ORC, Gold Hill Airpark (email)
Mooresville Regional Office
610 East Center Avenue, Suite 301, Mooresville, North Carolina 28115
Phone: [phone] / Fax: [phone]/Customer Service 1-877-623-6748
Internet: www.ncdenr.gov
An Equal Opportunity 1 Affirmative Action Employer— Made in part by recycled paper.

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Resources
Pat McCrory, Governor
Donald van der Vaart, Secretary
IN
A&T4
NCDENR
NON -DISCHARGE COMPLIANCE INSPECTION
GENERAL INFORIALATION
City/Town/Owner: Gold Hill Airpark HOA County:
Permit No.: WQ0003687 Issued:
Permittee Contact: Thomas May, Pres. Telepho
OR Name: John Ciolino Cert #SI 998977 Telephc
Email: JohnCiolinoncarolina.rr.com
B/U ORC Name: Robert Korff Cert #SI 992720Telephone No.:
Email: [e-mail]
Reason for Inspection
X ROUTINE COMPLAINT FOLLOW-UP
Rowan
10/05/2006 Expiration: 09/30/2015
ae No.: 704-279-0265
ae No.: 704-209-1962
704-209-1426
OTHER
Type of inspection
Collection System X Spray Irrigation Sludge Other
Inspection Date(s): December 19, 2014
Inspection Summary: (additional comments may be included on attacked pages)
This inspection was conducted in conjunction with the permit renewal and included a records review and
residuals processing, storage and end use.
Data records were found to be in good order. The MRO had a couple of questions about some groundwater
monitoring data, which the ORC has addressed via email.
The treatment system appeared to be operating properly and the disposal area was in good condition at the
time of inspection; however, this system has had a history of high influent flows. The HOA has investigated
the collection system, via smoke testing and camera inspections, and made subsequent repairs. Since the
repairs, the flow meter has recorded one high influent flow.
The HOA plans to camera more individual lines when weather conditions are appropriate and is currently
working with a contractor to replace the lagoon liners, as they are in need of maintenance.
Please note:
a The permit is currently in the renewal process, with permitting staff at our Central Office in
Raleigh. Questions about the renewal may be directed to Trov.Dobvnncdenr.gov.
e The MRO should be informed of any changes to the contact information noted above.
Is a follow-up inspection necessary _yes X no
11
Inspector(s): Maria Schulte - Environmental Specialist
Telephone No.: 704-663-1699 Fax No.: 704-663-6040
Date of Inspection: December 19th, 2014

Ij Surface Irrigation Inspection pg• 2
�. WQ0003687 Gold Hill Airpark - Rowan County
Type
Activated Sludge Spray, low rate
Activated Sludge Drip, low rate
X Lagoon Spray, Low Rate
Lagoon Drip, Low Rate
Treatment
Y Are treatment facilities consistent with those outlined in the current permit.
Y Do all treatment units appear to be operational. If no, note below.
Influent Pump Station
All pumps present, operational
Bar screen, maintained
Bars evenly spaced
Back-up power
Flow Measurement — Influent
Y Is flowmeter calibrated annually?
*Y Is flowmeter operating properly?
Y Does flowmeter operate continuously?
Bypass structure present
Free of excessive debris
Bars excessively corroded
Y Does flowmeter record flow?
Y Does flowmeter appear to monitor accurately?
* Comments: Per discussion with the ORC there have been concerns that the inflow system design
generates artificially high flows during storm events • however, .they firstplan to complete the collection
system camera investigations and address those issues accordingly.
Disinfection
Y Is the system working? Y Is the system properly maintained?
Tablets Gas Y Liquid UV
If tablets, proper size? Present in Cylinder(s)?
Y If gas/liquid, does cylinder/tank storage seem safe?
If bulbs, are replacement bulbs on hand?
Is contact chamber free of sludge, solids and growth? Unable to view as the chamber is underground
with the chlorine drip line running to it. The ORC has been topping off chlorine tank with Clorox bleach, the
MRO has requested the recommended type of liquid chlorine be specified in the permit renewal.
Flow Measurement — Effluent
Y Is the flowmeter calibrated annually?
Y Is the flowmeter operating properly?
NA Does the flowmeter monitor continuously? Distribution events and flow are set by timer.
Y Does the flowmeter appear to monitor accurately?
Effluent Storage Both Lagoon liners are in need of repair. The HOA is working with a contractor.
X LAGOON SEPTIC TANK(s) ABOVE GROUND TANK OTHER
Number of months storage 1.6 Spill control plan on site
Above ground tank Aerated Mixed
In ground tank Aerated Mixed

Surface Irrigation Inspection pg. 3 C
WQ0003687 Gold Hill Airpark - Rowan County A
Storage Lagoons
Check any/all that apply
Y Influent structure (free of obstructions)
Y Banks/berms (are there signs of seepage, overtopping, down cutting or erosion)
N Vegetation (is there excessive vegetation on the lagoon bank
N Liner (if visible, is it intact)
NA Baffles/curtains (in need of repair)
Y Freeboard (>2 feet from overtopping)
Y Staff gauge (clearly marked)
N Evidence of overflow (vegetation discolored or laying down/broken)
N Unusual color (very black, textile colors)
N Foam (are antifoam agents used)
N Floating mats (sludge, plants, inorganics)
NE Excessive solids buildup (from bottom) Lagoons will be cleaned out with liner replacement project.
NA Aerators/mixers operational (if present)
Y Effluent structure (free of obstructions, easily accessible)
Comments: The HOA is working with a contractor to address berm erosion and liner replacement.
Disposal (final end use)
Y Is the application equipment present and operational?
N Is application equipment in need repair?
NE Spray heads calibrated this past year?
Y Are cover crops the type specified in permit? Permit is not specific just states adequate ground cover.
N Is cover crop in need of improvement?
N Signs of runoff? N Signs of ponding? N Signs of drift?
Y Are buffers adequate?
Y Is the acreage specified in the permit being utilized? The facility has requested to reinstate on s i�nal
permit flow and complete irrigation to all fields as they are at 27 lots and do not expect the final lot to be
utilized.
N Are there any limiting slopes in disposal fields?
NA Are restrictions for use of these areas specified?
Y Is permit being followed?
Y Is site access restricted in accordance with permit? There is a fence around the airpark except for the
entrance, but not speci acally around the lagoons and application fields.
Recordkeepin�
Y Is permit available upon request?
N Are flow rates less than permitted flow?
Y Are monitoring reports present: NDMR Y NDAR Y
Y Are operational logs present? Y Complete?
Y Are lab sheets available for review?
Y Do lab sheets support data represented on NDMR or NDAR?
Y Are all samples analyzed for the required parameters?
NA Is field parameter certification required?
N Are there any 2L GW quality violations?
NA Are annual soil reports available?
Y Is the operation and maintenance manual present? Complete?
N Has DWR received any complaints regarding the facility in the last 12 months?

e Surface Irrigation Inspection pg. 4
WQ0003687 Gold Hill Airpark - Rowan County
Groundwater Monitoring
Y Does the permit require monitoring wells? If so,
Y Are the monitoring wells properly installed according to the permit?
Y Are the wells properly identified?
N Are the wells damaged?
Comments: The MRO had questions about a couple o MW reports, but the information was submitted by
the ORC via email.
Thee uent sampling was conducted in April and August 2014 not March and July as the current Permit
states. MRO staffshould clarify with ORC when permit renews.

u`tuv0:5b67 G1v'ld � /f
ADDENDUM
3 a o'
33
Excise Tax $ 20
Tax Map No. 543
IIIIII III IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIII IIIIIIIIIIIII
Doc ID: 012267350003 Type: CRP
Recorded: 11/10/2014 at 02:46:19 PM
Fee Amt: $46.00 Pape 1 0f 3
Revenue Tax: $20.00
Rowan, NC
Harry L. Welch Jr. Register of Deede
6K 1243 P0822 RI-(,'E:IVEL)
DIVISION OF YVATER QUALITY
NORTH CAROLINA GENERAL WARRANTY DEED
Parcel Identifier No. 056, 055, 054
Prepared by: Carl M. Short, Jr., a Licensed North Carolina Attorney
225 N. Main Street, Suite 200, Salisbury, NC 28144
Brief Description for the Index:
THIS DEED, made this \1D' day of November, 2014 by and between
LARRY J. MURPHY and wife, PAULA L. MURPHY
Whose mailing address is 211 Northwest Drive, Davidson, NC 28036
JOYCE MURPHY
Whose mailing address is 1016 Elaine Drive, Albemarle, NC 28001
Hereinafter referred to as GRANTOR
and
GOLD HILL AIRPARK HOME OWNER'S ASSOCIATION, INC.
Hereinafter referred to as GRANTEE,
Whose mailing address is 295 Fine Street, Gold Hill, NC 28071
The designation Grantor and Grantee as used herein shall include said parties, their
heirs, successors and assigns, and shall include singular, plural masculine, feminine or neuter
as required by context.
JAN 9 9 2015
N100RESViLLE REGIGN'AL OFFICE
WITNESSETH, that the Grantor for a valuable consideration paid by the Grantee, the
receipt of which is hereby acknowledged, has and by these presents does grant, bargain, sell
and convey unto the Grantee in fee simple, in and to all that certain lot or parcel of land situated
in Rowan County, North Carolina, and more particularly described as follows:
BEING all of Lots 15, 16, and 17 of GOLD HILL AIRPARK, as shown upon map recorded in
Book of Maps 9995 at Page 1843, in the Office of the Register of Deeds for Rowan
County, North Carolina.
'The property conveyed hereby
Grantor."
is / %/ is not the primary residence of the

The property hereinabove described was acquired by Grantor by instrument recorded in Book
, Page , Rowan County Registry.
A map showing the above described property is recorded in Book of Maps 9995 at Page 1843
TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all privileges and
appurtenances thereto with any fixtures situated thereon, belonging to the Grantee in Fee
Simple.
And the Grantor covenants with the Grantee, that Grantor is seized of the premises in fee
simple, has the right to convey the same in fee simple, that title is marketable and free and clear
of all encumbrances, and that Grantor will warrant and defend the title against the lawful claims
of all persons whomsoever except for the exceptions herein after stated.
Title to the property hereinabove described is subject to the following exceptions:
Easements, restrictions, and/or rights of way of record.
Delinquent taxes, if any, to be paid by the closing attorney to the County Tax Administrator upon
disbursement of closing proceeds.
This conveyance is given subject to restrictions and covenants and any and all rights of way and
easements recorded which may affect above property.
IN WITNESS WHEREOF, the Grantor has hereunto set his hand and seal, or if corporate,
has caused this instrument to be signed in its corporate name by its duly authorized
officers and its seal to be hereunto affixed by authority of its Board of Directors, the day
and year first above written. nI
U (SEAL)
LARRY J. MURPHY
A try o�JI ) (SEAL)
PAULA L. MURPHY
c•
c 1v (SEAL)
JO CE URPHY
STATE OF NORTH CAROLINA, COUNTY OF ROWAN
I, the undersigned, a Notary Public of the County and State aforesaid, certify that LARRY J. MURPHY and
wife, PAULA L. MURPHY personally appeared before me this day and acknowledged the execution of the
foregoing instrument, being personally well known to me or produced as identification and
being the person(s) who executed this instrument and acknowledged the same to be their act and deed.
y�
Witness my hand and official seal, this the l�� " day of Novembe , 2014.
My commission expires r
« � ;-�iil (n `U-\ L.'1.. 'v '�! k NV i1 LAUREN HINES WILL
IRMS � S
OTARY PUBLIC Notary Public
North Caroifna
STATE OF NORTH CAROLINA, COUNTY OF ROWAN Rowan County
I, the undersigned, a Notary Public of the County and State aforesaid, certify that JOYCE MURPHY
personally appeared before me this day and acknowledged the execution of the foregoing instrument, being
personally well known to me or produced _ as Identification and being the person(s) who
executed this instrument and acknowledged the same to be their act and deed.
Witness my hand and official seal, this the 't day of November, 2014.
My commission expires
�O ARY PUBLIC
='Notarypulblic

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` State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
Michael F. Easley, Governor
William G. Ross Jr., Secretary
Gregory J. Thorpe, Ph.D., Acting Director
December 11, 2001
FRED TEAL — PRESIDENT
GOLD HILL AIRPARK HOMEOWNERS ASSOCIATION
255 FINE STREET
GOLD HILL, NC 28071-8703
Dear Mr. Teal:
A/ •
f
N C'D E,
NORTH CAROLINA_DEFARTMENT
ENVIRONMENT AND NATURAL RESOURCES' ­
Subject: Permit No. WQ00036'87'1;
Spray Irrigation System""Modification
Rowan County
In accordance with your application received June 28, 2001 and additional information received
November 9, 2001, we are forwarding herewith Permit No. WQ0003687 dated December 11, 2001, to Gold Hill
Airpark for the modification and continued operation of the subject wastewater treatment and spray irrigation
facilities.
This permit shall be effective from the date of issuance until November 30, 2006, and shall be subject to
the conditions and limitations as specified therein. Please pay particular attention to the monitoring
requirements in this permit. Failure to establish an adequate system for collecting and maintaining the required
operational information will result in future compliance problems.
The following permit conditions are specific to. your permit and/or are new to the permit since the
previous permit issued January 24, 2000.
➢ Condition I.8 — This condition grants the peimittee a variance to the 400 foot buffer requirement
between the spray irrigation wetted area and residences under separate ownership. However, this
condition also requires that the deeds to the proposed homes on Lots 13 & 18 be amended to include
the 100-foot buffer easement within ninety (90) days of permit issuance.
➢ Condition 111.3 — This condition states that all major non -discharge facilities (daily flow greater than
10,000 gallons) shall have their influent measured with an appropriate flow measurement device.
The measurement device shall be installed upstream of the stabilization lagoon and must be
completed within one (1) year of permit issuance.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to
request an adjudicatory hearing upon written request within thirty (30) days following receipt of this permit.
This request must be in the form of a written petition, conforming to Chapter 150B of the North Carolina
General Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, NC
27699-6714. Unless such demands are made this permit shall be final and binding.
1617 Mail Service Center, Raleigh, North Carolina 27699-1617 Telephone [phone] Fax [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post -consumer paper

If you need additional information concerning this matter, please contact Nathaniel Thornburg at (919)
733-5083 extension 533.
Since e
Gregory J. Thorpe, Ph.D.
cc: Rowan County Health Department
Mooresville Regional Office, Water Quality Section
Z-Moor-esviII'eRegiorial=Offce Groundwater S_eeiion
Groundwater Section, Central Office
David A. Roberts — David A. Roberts Engineering
Technical Assistance and Certification Unit
Non -Discharge Compliance/Enforcement Unit

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
RALEIGH
SPRAY IRRIGATION SYSTEM PERMIT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as amended, and
other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Gold Hill Airpark
Rowan County
FOR THE
construction and operation of a 10,080 gallon per day (GPD) spray irrigation treatment and disposal facility consisting
of 0.151 million gallon (MG) stabilization lagoon, a 0.484 MG storage lagoon, a 1,500 gallon hypochlorination contact
tank, a 7.5 horsepower (hp) 40 gallon per minute (GPM) pump with high water alarms, a 4.886 acre spray irrigation
area,
and the continued construction and operation of a sewer collection system consisting of approximately 3,085 linear
feet of 8-inch gravity sewer, a •1,500 gallon septic tank at each residence, a 1,000 gallon pump tank with a 0.5 hp
submersible pump and high water alarms at residences as required, to serve twenty-eight (28) residential lots in the
Gold Hill Airpark, with no discharge of wastes to the surface waters, pursuant to the application received June 28,
2001, and in conformity with the project plan, specifications, and other supporting data subsequently filed and
approved by the Department of Environment and Natural Resources and considered a part of this permit.
This permit shall be effective from the date of issuance until November 30, 2006, and shall be subject to the
following specified conditions and limitations:
I. PERFORMANCE STANDARDS
Upon completion of construction and prior to operation of this permitted facility, a certification must be
received from a professional engineer certifying that the permitted facility has been installed in accordance
with this permit, the approved plans and specifications, and other supporting materials. If this project is to
be completed in phases and partially certified, you shall retain the responsibility to track further
construction approved under the same permit, and shall provide a final certificate of completion once the
entire project has been completed. Mail the Certification to the Non -Discharge Permitting Unit, Division
of Water Quality, 1617 Mail Service Center, Raleigh, NC 27699-1617.
2. The Mooresville Regional Office, telephone number [phone], shall be notified at least forty-eight
(48) hours in advance of operation of the installed facilities so that an in -place inspection can be made.
Such notification to the regional supervisor shall be made during the normal office hours from 8:00 a.m.
until 5:00 p.m. on Monday through Friday, excluding State Holidays. -

The spray irrigation facilities shall be effectively maintained and operated at all times so that there is no
discharge to the surface waters, nor any contamination of ground waters which will render them
unsatisfactory for normal use. In the event that the facilities fail to perform satisfactorily, including the
creation of nuisance conditions or failure of the irrigation area to adequately assimilate the wastewater, the
Permittee shall take immediate corrective actions including those actions that may be required by the
Division of Water Quality (Division), such as the construction of additional or replacement wastewater
treatment and disposal facilities.
4. The issuance of this permit shall not relieve the Permittee of the responsibility for damages to surface or
groundwaters resulting from the operation of this facility.
5. The residuals generated from these treatment facilities must be disposed in accordance with General
Statute 143-215.1 and in a manner approved by the Division.
6. Diversion or bypassing of the untreated wastewater from the treatment facilities is prohibited.
The following buffers shall be maintained:
a) 400 feet between wetted area and any residence or places of public assembly under separate
ownership,
b) 150 feet between wetted area and property lines,
c) 100 feet between wetted area and wells,
d) 100 feet between wetted area and drainageways or surface water bodies,
e) 50 feet between wetted area and public right of ways,
f) 100 feet between wastewater treatment units and wells, and
g) 50 feet between wastewater treatment units and property lines.
Some of the buffers specified above may not have been included in previous permits for this waste
treatment and disposal system. These buffers are not intended to prohibit or prevent modifications, which
are required by the Division, to improve performance of the existing treatment facility. These buffers do,
however, apply to modifications of the treatment and disposal facilities which are for the purpose of
increasing the flow that is tributary to the facility. These buffers do apply to any expansion or
modification of the spray irrigation areas and apply in instances in which the sale of property would cause
any of the buffers now complied with, for the treatment and disposal facilities, to be violated. The
applicant is advised that any modifications to the existing facilities will require a permit modification.
The buffer requirement for Lots 13 and 18 has been reduced to 300 feet between the wetted area and
residence under separate ownership (Condition I.7(a)). However, within ninety (90) days of permit
issuance, the deeds for both Lot 13 and Lot 18 shall be amended to indicate that a 100-foot easement into
their buffers has been granted. Failure to incorporate the buffer easement into all relevant deeds shall
result in a violation of Condition I.7(a).
The spray header system and disinfection facilities shall be installed once the storage lagoon reaches 50%
of its hydraulic capacity. Upon completion of installation of the disinfection facilities and irrigation
system, a certification must be received from a professional engineer certifying that the entire facility has
been installed in accordance with this permit, the approved plans and specifications, and other supporting
facilities. Upon reaching 50% of the storage lagoons capacity and installation of the spray headers, an
operator certified by the Division in the operation of spray systems shall be retained by the Permittee in
accordance with Permit Condition II. 2.

II. OPERATION AND MAINTENANCE REQUIREMENTS
The facilities shall be properly maintained and operated at all times.
2. Upon classification of the facility by the Water Pollution Control System Operators Certification
Commission (WPCSOCC), the Permittee shall employ a certified wastewater treatment plant operator to
be in responsible charge (ORC) of the wastewater treatment facilities. The operator must hold a certificate
of the type and grade at least equivalent to or greater than the classification assigned to the wastewater
treatment facilities by the WPCSOCC. The Permittee must also employ a certified back-up operator of the
appropriate type and grade to comply with the conditions of 15A NCAC 8G .0202. The ORC of the
facility must visit each Class I facility at least weekly and each Class II, III, and IV facility at least daily,
excluding weekends and holidays, and must properly manage and document daily operation and
maintenance of the facility and must comply with all other conditions of 15A NCAC 8G .0202. Once the
facility is classified, the Permittee must submit a letter to the WPCSOCC which designates the operator in
responsible charge within thirty days after the wastewater treatment facilities are 50% complete.
A suitable year round vegetative cover shall be maintained.
4. Irrigation shall not be performed during inclement weather or when the ground is in a condition that will
cause runoff.
5. Adequate measures shall be taken to prevent wastewater runoff from the spray field.
6. The facilities shall be effectively maintained and operated as a non -discharge system to prevent the
discharge of any wastewater resulting from the operation of this facility.
7. The application rate shall not exceed a cumulative loading of 31.2 inches over any twelve (12) month
period at an instantaneous application rate not to exceed 0.2 inches per hour.
8. No type of wastewater other than that from Gold Hill Airpark shall be sprayed onto the irrigation area.
No traffic or equipment shall be allowed on the disposal. area except while installation occurs or while
normal maintenance is being performed.
10. Public access to the land application sites shall be controlled during active site use. Such controls may
include the posting of signs showing the -activities being conducted at each site.
11. Freeboard in the stabilization and storage lagoons shall not be less than two (2) feet at any time.
III. MONITORING AND REPORTING REQUIREMENTS
1. Any monitoring (including groundwater, surface water, soil or plant tissue analyses) deemed necessary by
the Division to insure surface and ground water protection will be established and an acceptable sampling
reporting schedule shall be followed.
2. Adequate records shall be maintained by the Permittee tracking the amount of wastewater disposed. These
records shall include, but are not necessarily limited to, the following information:
a. date of irrigation,
b. volume of wastewater irrigated,
c. field irrigated,
d. length of time field is irrigated,
e. continuous weekly, monthly, and year-to-date hydraulic (inches/acre) loadings#or each field,
f. weather conditions, and
g. maintenance of cover crops.

Influent flow shall be continuously monitored and daily flow values shall be reported on Form NDMR.
The Permittee shall install an appropriate flow measurement device consistent with approved engineering
and scientific practices to ensure the accuracy and reliability of influent flow measurement. The flow
measurement device shall be installed upstream of the stabilization lagoon. Flow measurement devices
selected shall be capable of measuring flows with a maximum deviation of less than 10 percent from true
flow, 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. Records of flow
measurement device calibration shall be kept on file by the Permittee for a period of at least three years.
At a minimum, data to be included in this documentation shall be:
a. Date of flow measurement device calibration
b. Name of person performing calibration
c. Percent from true flow
Plans and specifications for the flow measuring device shall be prepared by a licensed Professional
Engineer and submitted to the appropriate regional office 30 days prior to installation. The flow
measuring device shall be installed within 1 year of the date of this permit.
4. The effluent from the subject facilities shall be monitored by the Permittee at the point prior to irrigation
every March, July and --November for the following parameters:
BOD5 TSS
Fecal Coliform pH
NH3 as N
Three (3) copies of all operation and disposal records (as specified in condition III 2) on Form NDAR-1
and three (3) copies of all effluent monitoring data (as specified in condition III 3 and III 4) on Form
NDMR-1 shall be submitted on or before the last day of the following month. All information shall be
submitted to the following address:
NC Division of Water Quality
Water Quality Section
Non -Discharge Compliance/Enforcement Unit
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
4

6. Noncompliance Notification:
The Permittee shall report by telephone to the Mooresville Regional Office, telephone number (704) 663-
1699, 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 wastewater treatment facility which results in the treatment 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.
Any failure of a pumping station, sewer line, or treatment facility resulting in a by-pass directly to
receiving waters without treatment of all or any portion of the influent to such station or facility.
d. Any time that self -monitoring information indicates that the facility has gone out of compliance with
its permit limitations.
Persons reporting such occurrences by telephone shall also file a written report in letter form within five
(5) days following first knowledge of the occurrence. This report must outline the actions taken or
proposed to be taken to ensure that the problem does not recur.
IV. GROUNDWATER REQUIREMENTS
1. Well Construction / Abandonment Criteria:
a. At least ninety (90) days prior to the installation and activation of the spray fields, three (3) monitor
wells, one (1) upgradient and two (2) downgradient, shall be installed to monitor groundwater quality.
These wells shall be called MW-1, MW-2, and MW-3. The well(s) shall be constructed such that the
water level in the well is never above or below the screened (open) portion of the well at any time
during the year. The general location and name for each well is marked on Figure 1. Each monitoring
well shall be located at the review boundary, constructed in accordance with this permit, and approved
by the Mooresville Regional Office.
b. The well(s) shall be constructed by either a North Carolina Certified Well Contractor, the property
.owner, or the property lessee according to General Statutes 87-94.4(b)(2). All wells that are
constructed for purposes of groundwater monitoring shall be constructed in accordance with 15A
NCAC 2C .0108 (Standards of Construction for Wells Other than Water Supply) and any other state
and local laws and regulations pertaining to well construction.
c. The Mooresville Regional Office, telephone number [phone], shall be notified at least forty-
eight (48) hours prior to the construction of any monitoring well so that an inspection can be made of
the monitoring well location. Such notification to the regional groundwater 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.
d. Within thirty (30) days of completion of all well construction activities, a certification must be
received from a professional engineer certifying that the monitoring wells are located and constructed
in accordance with the Well Construction Standards (15A NCAC 2C) and this permit. This
certification should be submitted with copies of the Well Completion-ForuL(GW-1) for each well.
Mail this certification and the associated GW-1 forms to the Permits and Compliance Unit,
Groundwater Section, 1636 Mail Service Center, Raleigh, NC, 27699-1636.
5

a
2. Sampling Criteria:
a. Monitor wells FF TW=1, MW:2 and MW=31 shall be sampled initially after construction (and prior to
spray irrigation) and thereafter every ,IMareh,-luly,and November for the following parameters:
Water Level pH
Chloride Total Dissolved Solids (TDS)
Fecal Coliforms Total Organic Carbon (TOC)
Nitrate Nitrogen (NO3-N) Total Ammonia Nitrogen (NH3-N)
Volatile Organic Compounds — In November only
Note that prior to sampling for the above parameters, the measurement of water levels must be taken.
The depth to water in each well shall be measured from the surveyed point on the top of the casing.
The measuring points (top of well casing) of all monitoring wells shall be surveyed relative to a
common datum.
b. For Total Organic Carbon (TOC), if concentrations greater than 10 mg/1 are detected in any down
gradient monitoring well, additional sampling and analysis must be conducted to identify the
individual constituents comprising this TOC concentration. If the TOC concentration as measured in
the background monitor well exceeds 10 mg/l, this concentration will be taken to represent the
naturally occurring TOC concentration. Any exceedances of this naturally occurring TOC
concentration in the down -gradient wells shall be subject to the additional sampling and analysis
described above.
c. - For Volatile Organic Compounds (VOCs) sampled in November, use only one of the following
methods:
1) Standard Method 6230D, PQL at 0.5 µg/L or less
2) Standard Method 6210D, PQL at 0.5 µg /L or less
3) EPA Method 8021, Low Concentration, PQL at 0.5 µg /L or less
4) EPA Method 8260, Low Concentration, PQL at 0.5 µg /L or less
5) Another method with prior approval by the Groundwater Section Chief
Any of the referenced methods used for VOCs must at a minimum, include all the constituents listed
in Table VIII of Standard Method 6230D. Any method used must provide a PQL of 0.5 µg /L or
less, which must be supported by laboratory proficiency studies as required by the DWQ Laboratory
Certification Unit. Any consitituents detected above the Method Detection Limit (MDL) but below
the PQL of 0.5 µg/L must be qualified (estimated) and reported.
d. Any laboratory selected to analyze parameters must be Division of Water Quality (DWQ) certified for
those parameters required.
0

3. Reporting / Documentation:
a. All reports and documentation (GW-1, GW-59) shall be mailed to the following address:
Groundwater Section
Permits and Compliance unit
1636 Mail Service Center
Raleigh, NC 27699-1636
Updated blank forms (GW-1, GW-30, GW-59) may be downloaded from the Groundwater Section's
website at http://gw.chnr.state.nc:us or requested from the address mentioned above.
b. For initial sampling of the well(s), the permittee shall submit a copy of the GW-1 Form (Well
Construction Record) with the Compliance Monitoring Form (GW-59) for each well to the address
listed in the "Reporting / Documentation" section of the Groundwater Requirements. Initial
Compliance Monitoring Forms that do not include copies of the GW-1 form may be returned to the
permittee without being processed. Failure to submit these forms as required by this permit may result
in the initiation of enforcement activities pursuant to NC General Statutes 143-215.6A.
c. The results of the sampling and analysis must be received on Form GW-59 (Groundwater Quality
Monitoring: Compliance Report Form) by the Groundwater Section (address listed in the "Reporting /
Documentation" section of the Groundwater Requirements), on or before the last working day of the
month following the sampling month. The data of all groundwater sampling analyses required by the
permit conditions must be reported using the most recent GW-59 form along with attached copies of
the laboratory analyses.
d. Within sixty (60) days of completion of all monitoring wells, the permittee shall submit two original
copies of a scaled topographic map (scale no greater than 1":100') signed and sealed by a professional
engineer or a state licensed land surveyor that indicates all of the following information:
1) The location and identity of each monitoring well.
2) The location of major components of the waste disposal system.
3) The location of property boundaries within 500 feet of the disposal area(s).
4) The latitude and longitude of the established horizontal control monument.
5) The elevation of the top of the well casing (which shall be known as the "measuring point")
relative to a common datum.
6) The depth of water below the measuring point at the time the measuring point is established.
7) The location of Review and Compliance boundaries.
8) The date the map is prepared and/or revised.
Control monuments shall be installed in such a manner and made of such materials that the monument
will not be destroyed due to activities that may take place on the property. Maps and any supporting
documentation shall be sent to the Groundwater Section as addressed in the "Reporting /
Documentation" section above.
The permittee is responsible for the geographic accuracy of any map submitted, however produced.

4. Vertical Separation Requirements:
a. For domestic wastewater:
Waste application activities shall not occur when the vertical separation between depth of application
and the water table is as less than one (1) foot. Verification of the water table elevation can be
confirmed by water level readings obtained from the monitoring well(s) near the site or auger
boring(s), which must be done within 24 hours, prior to application of wastewater. Any open borings
must be properly filled with native soil, prior to application to decrease the chance of any waste
contaminating the groundwater.
5. Applicable Boundaries:
The COMPLIANCE BOUNDARY for the disposal system is specified by regulations in 15A NCAC
2L, Groundwater Classifications and Standards. The Compliance Boundary is for the disposal system
constructed after December 31, 1983 is established at either (1) 250 feet from the waste disposal area,
or (2) 50 feet within the property boundary, whichever is closest to the waste disposal area. An
exceedance of Groundwater Quality Standards at or beyond the Compliance Boundary is subject to
immediate remediation action in addition to the penalty provisions applicable under General Statute
143-215.6A(a)(1).
b. In accordance with 15A NCAC 2L, a REVIEW BOUNDARY is established around the disposal
systems midway between the Compliance Boundary and the perimeter of the waste disposal area. Any
exceedance of standards at the Review Boundary shall require remediation action on the part of the
permittee.
V. INSPECTIONS
Adequate inspection, maintenance, and cleaning shall be provided by the Permittee to insure proper
operation of the subject facilities.
2. The Permittee or his designee shall inspect the wastewater treatment and disposal facilities to prevent
malfunctions and deterioration, operator errors and discharges which may cause or lead to the release of,
wastes to the environment, a threat to human health, or a nuisance. The Pemiittee shall keep an inspection
log or summary including at least the date and; time of inspection, observations made, and any
maintenance, repairs, or corrective actions taken by the Permittee. This log of inspections shall be
maintained by the Permittee for a period of three years from the date of the inspection and shall be made
available upon request to the Division or other permitting authority.
Any duly authorized officer, employee, or representative of the Division may, upon presentation of
credentials, enter and inspect any property, premises or place on or related to the disposal site or facility at
any reasonable time for the purpose of determining compliance with this permit; may inspect or copy any
records that must be maintained under the terms and conditions. of this permit, and may obtain samples of
groundwater, surface water, or leachate.
VI. GENERAL CONDITIONS
This permit shall become voidable unless the facilities are constructed in accordance with the conditions of
this permit, the approved plans and specifications, and other supporting data.
2. This permit is effective only with respect to the nature and volume of wastes described in the application
and other supporting data.

3. This permit is not transferable. In the event there is a desire for the facilities to change ownership, or there
is a name change of the Permittee, a formal permit request must be submitted to the Division accompanied
by an application fee, documentation from the parties involved, and other supporting materials as may be
appropriate. The approval of this request will be considered on its merits and may or may not be
approved.
4. Failure to abide by the conditions and limitations contained in this permit may subject the Permittee to an
enforcement action by the Division in accordance with North Carolina General Statute 143-215.6A to 143-
215.6C.
The issuance of this permit does not exempt the Permittee from complying with any and all statutes, rules,
regulations, or ordinances which may be imposed by other government agencies (local, state, and federal)
which have jurisdiction, including but not limited to applicable river buffer rules in 15A NCAC 2B .0200,
erosion and sedimentation control requirements in 15A NCAC Ch. 4 and under the Division's General
Permit NCGO100000, and any requirements pertaining to wetlands under 15A NCAC 2B .0200 and 2H
.0500.
6. A set of approved plans and specifications for the subject project must be retained by the Permittee for the
life of the project.
7. The annual administering and compliance fee must be paid by the Permittee within thirty (30) days after
being billed by the Division. Failure to pay the fee accordingly may cause the Division to initiate action to
revoke this permit as specified by 15A NCAC 2H .0205 (c)(4).
The Permittee, at least six (6) months prior to the expiration of this permit, shall request its extension.
Upon receipt of the request, the Commission will review the adequacy of the facilities described therein,
and if warranted, will extend the permit for such period of time and under such conditions and limitations
as it may deem appropriate.
The Operational Agreement between the Permittee and the Environmental Management Commission is
incorporated herein by reference and is a condition of this Permit. Noncompliance with the terms of the
Operational Agreement shall subject the Permittee to all sanctions provided by North Carolina General
Statute 143-215.6(A) to 143-215.6(C) for violation of or failure to act in accordance with the terms and
conditions of this Permit.
Permit issued this the I Ith day of December, 2001
NORTH AROLINA ;ONMENTAL MANAGEMENT COMMISSION
/,Gregory J. Thorpe, Ph.D., Acting Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0003687
0

Permit No. WQ0003687
December 11, 2001
ENGINEER'S CERTIFICATION
Partial Final
I, , as a duly registered Professional Engineer in the State of North
Carolina, having been authorized to observe (periodically, weekly, full time) the construction of the project,
Project Name Location and County
for the Permittee hereby state that, to the best of my abilities, due care and diligence was used in the observation of the
construction such that the construction was observed to be built within substantial compliance and intent of this permit,
the approved plans and specifications, and other supporting materials.
Signature
Date
Registration No.
10

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610 E Center Ave, Mooresville, NC 28115-2548 to 280 Black Beard Ln, Rockwell, NC,... Page 1 of 2
YOUR TRIP TO:
280 Black Beard Ln, Rockwell, NC, 28138-7831,
41MIN 1 28.4MI IR
Est. fuel cost: $1.78
Trip time based on traffic conditions as of 4:57 PM on May 3, 2017. Current Traffic: Light
........................... .................
1. Start out going west on E Center Ave toward Cedar
St.
---------Fhen-0:05 miles---------- ------------------
2. Take the 1st right onto E Statesville Ave.
E Statesville Ave is just past Cedar St.
If you reach N Sycamore St you've gone a little too far.
--------Thea-0.51-miles....... ____ -------- ---------------------------
r+ 3. Turn right onto N Main St/NC-152. Continue to follow
NC-152.
NC-152 is just past N Church St.
If you are on W Statesville Ave and reach Gum St you've gone a
little too far.
--- 0 05-total-miles
total -miles
Then- 2:50-miles-------------------------------------------------------------------------------- 3,06-total- miles
4. Turn right onto Landis Hwy/NC-152. Continue to
follow NC-152.
NC-152 is 0.1 miles past Oak Meadow Rd.
If you reach Vandenbrook Ln you've gone about 0.1 miles too far.
----- Then-12:04-miles.------- ----------------------- --------- .------ -.......__........ .----------- tSA O-total-miles
5. Turn left onto N US 29 Hwy/US-29 N/NC-152.
N US 29 Hwy is 0.1 miles past N Bostian St.
If you are on Lentz Rd and reach Cedar Ridge Ln you've gone about
0.5 miles too far.
Thera-0:44- miles --------- ------------------------------------------------------------------ 45 54-total-miles
tit 6. Merge onto NC-152 E toward 1-85 S/US-601
S/Rockwell.
-------Then-6:8&miles------------------------------------------------------------------------------ 22 39-total-miles
7. Turn right onto Organ Church Rd.
Organ Church Rd is just past Faith Rd.
If you reach Small Sifford Way you've gone about 0.1 miles too far.
------- Therr4.5&miles... _............. ................. .................. ...........__m-_.._.......2a47-total. miles
1 8. Keep left at the fork to continue on Organ Church
Rd.
Then-0:12-miles------- -------- ------------------------------------------------ 24:09. total- miles
9. Turn left onto Old Beatty Ford Rd.
------- Then-3:87-miles--------- ------------------------------------ -------------- --------------- 27-:96-total- miles
r+ 10. Turn right onto Emanuel Church Rd.
Emanuel Church Rd is 0.6 miles past D Earnhardt Rd.
If you reach Eastern Rowan Saddle Clb you've gone about 0.4 miles
too far.
--------Then.0,2&miles--------------- .............. ..... .. ...........................m-._._.m.---__-28,22-total-miles
https://www.mapquest. com/directions/list/1 /us/north-carolinalooresville/28115-25481610... 5/3/2017

610 E Center Ave, Mooresville, NC 28115-2548 to 280 Black Beard Ln, Rockwell, NC,... Page 2 of 2
11. Take the 1st right onto Black Beard Ln.
If you reach Oliver Rd you've gone about 0.1 miles too far.
-------- Then- OA- -miles------------------------------------------------------------------------------28.41-total-miles
12. 280 Black Beard Ln, Rockwell, NC 28138-7831, 280
BLACK BEARD LN is on the right.
If you reach the end of Black Beard Ln you've gone about 0.2 miles
too far.
Use of directions and maps is subject to our Terms of Use. We don't guarantee accuracy, route conditions or usability. You assume all risk of use.
0
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https://www.mapquest. comldirections/list/1 /us/north-carolinaJmooresvillel28115-25481610... 5/3/2017

Water Resources
Environmental Quality
Mrs. Linda Beard
280 Blackbeard Lane
Rockwell, North Carolina 28138
Dear Mrs. Beard,
May 17, 2017
COOPER
Governor
MICHAEL S. REGAN
Secretary
S. JAY ZUVIMERMAN
Director
RE: Surface Irrigation Inspection Report
Permit No. WQ0015945
Facility: Blackbeard Lane
Rowan, N.C.
Enclosed you will find the report for the compliance inspection that was conducted on May 12th, 2017.
Your treatment and disposal system appear to be operating well; however, this inspection revealed a
couple of issues to address to remain in compliance with conditions of the permit.
• The visual component of the treatment system's high water alarm was inoperable. The
audible component could barely be heard. This was discussed with your son during the
inspection and he is to repair these items. The MRO is requesting that a copy of the receipts be
submitted to. our office via email to indicate completion of the repairs.
• The two -wire fence is damaged and will need to be repaired. This was discussed with your son
during the inspection.
This permit is scheduled to expire on January 31, 2018. Please submit the permit renewal application
180 days prior to the expiration date.
The report should be self-explanatory; however, should you have any questions, feel free to contact me
by email or phone at 704-235-2198 or by email at [e-mail]. -
Sincerely;
Edward Watson, Hydrogeologist
Mooresville Regional Office
Water Quality Regional Operations Section
Division of Water Resources, NCDEQ
State of North Carolina I Environmental Quality. I Water Resources I Water Quality Regional Operations
Mooresville Regional Office 1 610 East Center Avenue, Suite 301 Mooresville, North Carolina 28115
704-663-1699

Enclosure(s): Inspection Report May 2017

Compliance Inspection Report
Permit: WQ0015945 Effective: 02/06/09 Expiration: 01/31/18 Owner: Linda Beard
SOC: Effective: Expiration: Facility: James and Linda Beard SFR
County: Rowan 280 Blackbeard Ln
Region: Mooresville `
Rockwell NC 281387831
Contact Person: Linda Beard Title: Phone:
Directions to Facility:
From Mooresville take NC 152E to China Grove turn R onto US 601 S and follow--3.2mi turn L, take Old Beatty Ford Rd—13.5mi turn
R, take Emanuel Chrurch Rd—0.25mi turn R onto Blackbeard Lane the facility is on the Right
System Classifications:
Primary ORC: Certification: Phone:
Secondary ORC(s):
On -Site Representative(s):
Related Permits:
Inspection Date: 05/12/2017 Entry Time: 08:OOAM Exit Time: 09:OOAM
Primary Inspector: Edward Watson Phone:
Secondary Inspector(s):
Reason for Inspection: Routine Inspection Type: Compliance Evaluation
Permit Inspection Type: Single -Family Residence Wastewater Irrigation
Facility Status: Compliant Not Compliant
Question Areas:
Miscellaneous Questions Treatment Treatment Filters
Record Keeping End Use -Irrigation Treatment Disinfection
(See attachment summary)
Page: 1

Permit: W00015945 .. Owner -Facility: Linda Beard
Inspection Date: 05/12/2017 Inspection Type : Compliance Evaluation Reason for Visit: Routine
Inspection Summary:
The system appears to be well maintained. Flow and maintenance records were available for reviewed and appeared to be is
good order.
The two wire fence continues to experience damage by deer. The permittee will repair the fence.
Spray heads all appeared to be in good working condition. However, an application was not observed during the site visit.
The permittee has ordered parts to replace the high water alarm light and horn. During the site visit, the light was not
functioning and the horn was barely audible. Copies of the receipts were requested to be submitted to MRO via email.
Page: 2

r
Permit: WQ0015945 Owner - Facility: Linda Beard
Inspection Date: 05/12/2017 Inspection Type: Compliance Evaluation Reason for Visit: Routine
Type
Lagoon Spray, LR
Infiltration System
Reuse (Quality)
Activated Sludge Drip, LR
Activated Sludge Spray, HR
Activated Sludge Spray, LR
Recycle/Reuse
Single Family Drip
Single Family Spray, LR
Yes No NA NE
❑
Treatment Yes No NA NE
Are Treatment facilities consistent with those outlined in the current permit? N ❑ ❑ ❑
Do all treatment units appear to be operational? (if no, note below.) 0 ❑ ❑ ❑
Comment:. Treatment is achieived through Chlorine tablets. The tablet feed unit was full and the feeder
appeared to be in. good condition.
Treatment Filters Yes No NA NE
Is the filter media present? 0 ❑ ❑ ❑
Is the filter media the correct size and type? i ❑ ❑ ❑
Is the air scour operational? ❑ ❑ 0 ❑
Is the scouring acceptable? ❑ ❑ M ❑
Is the clear well free of excessive solids? 0 ❑ ❑ ❑
Is the mud well free of excessive solids and filter media? M ❑ ❑ ❑
Does backwashing frequency appear adequate? ❑ ❑ N ❑
Comment: The system employs a sand filter with a gravel cover. The filter was free from vegetation and
was well maintained.
Treatment Disinfection
Yes No NA NE
Is the system working?
❑ ❑ ❑
Do the fecal coliform results indicate proper disinfection?
❑ ❑ ❑
Is there adequate detention time (> 30 minutes)?
❑ ❑ ❑
Is the system properly maintained?
❑ ❑ ❑
If gas, does the cylinder storage appear safe?
❑ ❑ 0 ❑
Is the fan in the chlorine feed room and. storage'a.rea operable?
❑ ❑ ❑
Is the chlorinator accessible?
❑ ❑ ❑
If tablets, are tablets present?
M ❑ ❑ ❑
Are the tablets the proper size and type?
0 ❑ ❑ ❑
Page: 3

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Permit: WQ0015945 Owner - Facility: Linda Beard
Inspection Date: 05/12/2017 Inspection Type: Compliance Evaluation Reason for Visit:
Routine
Comment: Flow records and application records are maintained on computer. However, a print-out was
made available for the site inspection. Many of the Land Applications and Lab Ananlysis
questions do not apply for SFR facilities.
End Use -Irrigation
Yes No NA NE
Are buffers adequate?
0 ❑ ❑ ❑
Is the cover crop type specified in permit?
0 ❑ ❑ ❑
Is the crop cover acceptable?
❑ ❑ ❑
Is the site condition adequate?
M ❑ ❑ ❑
Is the site free of runoff / ponding?
0 ❑ ❑ ❑
Is the acreage specified in the permit being utilized?
M ❑ ❑ ❑
Is the application equipment present?
N ❑ ❑ ❑
Is the application equipment operational?
M ❑ ❑ ❑
Is the disposal field free of limiting slopes?
0 ❑ ❑ ❑
Is access restricted and/or signs posted during active site use?
❑ ❑ ❑
Are any supply wells within the CB?
❑ ❑ ❑
Are any supply wells within 250' of the CB?
❑ 0 ❑ ❑
How close is the closest water supply well?
❑ ❑ ❑
Is municipal water available in the area?
❑ 0 ❑ ❑
# Info only: Does the permit call for monitoring wells?
❑ M ❑ ❑
Are GW monitoring wells located properly w/ respect to RB and CB?
❑ ❑ 0 ❑
Are GW monitoring wells properly constructed, including screened interval?
❑ ❑ 0 ❑
Are monitoring wells damaged?
❑ ❑ N ❑
Comment: The closest WSW is up gradiant from the application site. The well is over 500 ft. from the
Application field and the well depth is 600 ft bls.
Page: 5

Compliance Inspection Report
Permit: WQ0011765 Effective: 05/01/14 Expiration: 04/30/19 Owner: Curt P Beeman
SOC: Effective: Expiration: Facility: Curt and Elisabeth Beeman SFR
County: Cabarrus 9200 Perth Ct
Region: Mooresville
Concord NC 28027
Contact Person: Curt P Beeman _Title: Phone: [phone]
Directions to Facility:
System Classifications:
Primary ORC:
Secondary ORC(s):
On -Site Representative(s):
Related Permits:
Inspection Date: 05/02/2017 Entry Time 10:OOAM
Primary Inspector: Edward Watson
Secondary Inspector(s):
Certification:
Phone:
Exit Time: 12:OOPM
Phone:
Reason for Inspection: Routine Inspection Type: Compliance Evaluation
Permit Inspection Type: Single -Family Residence Wastewater Irrigation
Facility Status: Compliant ❑ Not Compliant
Question Areas:
Miscellaneous Questions Treatment Treatment Filters
Record Keeping End Use -Irrigation Treatment Disinfection
Storage
(See attachment summary)
Page: 1

Permit: WQ0011765 Owner- Facility: Curt P Beeman
Inspection Date: 05/02/2017 Inspection Type : Compliance Evaluation Reason for Visit: Routine
Inspection Summary:
The system is in good working order. There were solids observed in the dosing tank. Mr. Beeman indicated that it has
been some time since the tanks have been pumped out. Therefore,the MRO recommends that the tanks be pumped out.
The dripped irrigation fields seems to be mislabeled for the Zone 2 field on Mr. Beemean's Permit. This will be corrected
when the permit renews in 2019. However, it is being documented in this report.
The MRO suggested that the vegetation height of the drip field be maintained for ease of access to the drip lines in the
event that repairs are required to be made.
Mr. Beeman keeps excellent documentation of the system flow and a very accurate log of the operation and maintenance
activities of the system.
Page: 2

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Permit: WQ0011765 Owner - Facility: Curt P Beeman
Inspection Date: 05/02/2017 Inspection Type : Compliance Evaluation Reason for Visit: Routine
Treatment Disinfection Yes No NA NE
If UV, are extra UV bulbs available? ❑ ❑ ❑
If UV, is the UV intensity adequate? 0 ❑ ❑ ❑
# Is it a dual feed system? ❑ E ❑ ❑
Does the Stationary Source have more than 2500 Ibs of Chlorine (CAS No. 7782-50-5)? ❑ ❑ N ❑
If yes, then is there a Risk Management Plan on site? ❑ ❑ E ❑
If yes, then what is the EPA twelve digit ID Number? (1000- -�
If yes, then when was the RMP last updated?
Comment: Solids are present in the tank. It is reccomended that the tank be pumped out in the near future.
Permittee does not monitor sludge level. However, the permittee indicated that the tank has not
been pumped in several years.
Treatment Filters
Is the filter media present?
Is the filter media the correct size and type?
Is the air scour operational?
Is the scouring acceptable?
Is the clear well free of excessive solids?
Is the mud well free of excessive solids and filter media?
Does backwashing frequency appear adequate?
Comment:
Type
Reuse (Quality)
Lagoon Spray, LR
Infiltration System
Single Family Spray, LR
Activated Sludge Spray, HR
Activated Sludge Spray, LR
Recycle/Reuse
Activated Sludge Drip, LR
Single Family Drip
Yes No NA NE
❑ ❑ ❑
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Yes No NA NE
El
Page: 5

d
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4
7
A
NCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
July 28, 2014
,Mrs -Linda-Beard
f280� Blackbeard'Lane
Rockwell, North Carolina 28138
John E. Skvarla, III
Secretary
RE: Surface Irrigation Inspection Report
Permit No. WQ0017912
Facility: Camp Barnhardt
Stanly County, N.C.
Dear Mrs. Beard,
Enclosed you will find the report for the compliance inspection that was conducted on June
20th, 2014. Your treatment and disposal system appears to be operating well; however,
this inspection revealed a couple of issues to address to remain in compliance with
conditions of the permit.
The visual component of the treatment system's high water alarm was inoperable.
This was discussed with your son during the inspection and he was to examine and
repair as needed.
• Monthly inspections should be noted on your computer log as they are a
requirement of your permit.
The report should be self-explanatory; however, should you have any questions, feel free
to contact me by email or phone at 704-663-1699.
Sincerely,
Maria Schulte, Environmental Specialist
Mooresville Regional Office
Water Quality Regional Operations Section
Division of Water Resources, NCDENR
Enclosure(s): Inspection Report June 2014
Mooresville Regional Office, 610 East Center Avenue, Mooresville, North Carolina 28155
Phone: [phone] Internet: www.ncdenr.gov
An Equal Opportunity1 Affirmative Action Employer — Made in part by recycled paper

� State of North Carolina
Department of Environment
and Natural Resources
Division of Water Resources
Pat McCrory, Governor
John E. Skvarla, III, Secretary
NCDENF1
NON -DISCHARGE COMPLIANCE INSPECTION
Single Family Surface Irrigation
GENERAL INFORMATION
Owner: James & Linda Beard County: Rowan
Permit #: W00015945 Project Name: Beard Residence SFR
Issuance Date: 02/06/2009 Expiration Date: 01/31/2018
Permittee Contact: Jeffrey beard (Oka Telephone No.: �7'.04' �2209?PS5'21
Email Address: 1b1016(cr�windstream.net
Reason for Inspection
X ROUTINE COMPLAINT FOLLOW-UP Facility Start-up
Inspection Summary: (additional comments may be included on attached pages)
The Mooresville Regional Office (MRO) conducted a facility inspection, which included the treatment and
disposal systems, application field(s) and a records review.
The visual component of the high water alarm for the treatment system was not working (the audible alarm
did work); otherwise, the treatment and distribution systems appeared to be operating in accordance with
permit requirements. The application fields appeared very well maintained. The 2-strand wire fence is in
place, but requires constant maintenance for portions that are downed by deer.
System application and maintenance records are kept on computer. The MRO recommended noting monthly
inspections on the log as this is a condition of the permit.
Is a follow-up inspection necessary _yes X no
Inspector Name/Title: Maria Schutte, Environmental Specialist
Telephone No.: 704-235-2184 Fax No. 704-663-6040
Date of Inspection: 6/20/2014

h
Single Family Spray/Drip Irrigation
Permit #WQ0015945 Beard
Page 2
Treatment
Y Are treatment facilities consistent with those outlined in the current permit.
Y Do all treatment units appear to be operational. If no, note below.
N Septic tank pumped within last 12 months? Per permittee the tank is pumped every 2 years as
recommended by previous MRO inspector.
Y Sand filter in good condition? Could not see sand through surface gravel, but area was free of
vegetation and debris.
Comments: Visible component of the high water alarm was not working.
Disinfection
Y Tablets Y Present in chlorinator Y Proper size
UV System Spare bulb on hand ?
Effluent StorajZe
X Inground dosing tank OTHER- Specify
Number of month's storage Spill control plan on site
* Y Alarm system tested?
* Comments: , The treatment system high water alarm was tested. The audible alarm responded, but not the
visual. The MRO noted this to the permittee, who was to recheck and repair or replace bulb as needed.
Disposal (final end use)
Y Is the application equipment present and operational?
N Is application equipment in need repair?
Y Are buffers adequate?
Y Are cover crops the type specified in permit? N Is cover crop in need of improvement?
N Signs of runoff? N Signs of ponding? N Signs of drift?
NE Rain/moisture sensor in place and operational?
Y Is the acreage specified in the permit being utilized?
N Are there any limiting slopes in disposal fields?
NA Are restrictions for use of these areas specified?
Y Is permit being followed?
Y Is site access restricted in accordance with permit? If so, how? 2 strand wire fence
Y Is permit available upon request?
Y Are the operation logs present?
Y Are operation and maintenance records present?
N Has permittee received any public complaints in the last 12 months?
Additional Comment(s): The application field was very well maintained.

FILL
MCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory John E. Skvarla, III
Governor Secretary
July 28, 2014
Mrs. Linda Beard
280 Blackbeard Lane
Rockwell, North Carolina 28138
RE: Surface Irrigation Inspection Report
Permit No. W00017912 /5 1 d
Facility: '' '
Stanly County, N.C.
Dear Mrs. Beard,
Enclosed you will find the report for the compliance inspection that was conducted on June
20th, 2014. Your treatment and disposal system appears to be operating well; however,
this inspection revealed a couple of issues to address to remain in compliance with
conditions of the permit.
The visual component of the treatment system's high water alarm was inoperable.
This was discussed with your son during the inspection and he was to examine and
repair as needed.
• Monthly inspections should be noted on your computer log as they are a
requirement of your permit.
The report should be self-explanatory; however, should you have any questions, feel free
to contact me by email or phone at 704-663-1699.
Sincerely,
, �6ulu /I
Maria Schulte, Environmental Specialist
Mooresville Regional Office
Water Quality Regional Operations Section
Division of Water Resources, NCDENR
Enclosure(s): Inspection Report June 2014
Mooresville Regional Office, 610 East Center Avenue, Mooresville, North Carolina 28155
Phone; 704-663-16991 Internet; www.ncdenr.gov .
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i
State of North Carolina
Department of Environment
and Natural Resources
Division of Water Resources
Pat McCrory, Governor
John E. Skvarla, III, Secretary
61V?W'A
'T 0
a
NCDENR
NON -DISCHARGE COMPLIANCE INSPECTION
Single Family Surface Irrigation
GENERAL INFORMATION
Owner: James & Linda Beard County: Rowan
Permit #: WQ0015945 Project Name: Beard Residence SFR
Issuance Date: 02/06/2009' Expiration Date: 01/31/2018
Permittee Contact: Jeffrey Beard (ORC) Telephone No.: 704-209-0552
Email Address: 101016 Da windstream.net
Reason for Inspection
X ROUTINE COMPLAINT FOLLOW-UP Facility Start-up
Inspection Summary: (additional comments may be included on attached pages)
The Mooresville Regional Office (MRO) conducted a facility inspection, which included the treatment and
disposal systems, application field(s) and a records review.
The visual component of the high water alarm for the treatment system was not working (the audible alarm
did work); otherwise, the treatment and distribution systems appeared to be operating in accordance with
permit requirements. The application fields appeared very well maintained. The 2-strand wire fence is in
place, but requires constant maintenance for portions that are downed by deer.
System application and maintenance records are kept on computer. The MRO recommended noting monthly
inspections on the log as this is a condition of the permit.
Is a follow-up inspection necessary _yes X no
Inspector Name/Title: Maria Schulte, Environmental Specialist
Telephone No.: 704-235-2184 Fax No. 704-663-6040
Date of Inspection: 6/20/2014
0

Single Family Spray/Drip Irrigation
Permit #WQ0015945 Beard
Page 2
Treatment
Y Are treatment facilities consistent with those outlined in the current permit.
Y Do all treatment units appear to be operational. If no, note below.
N Septic tank pumped within last 12 months? Per permittee the. tank is pumped every 2 years as
recommended by previous MRO inspector.
Y Sand filter in good condition? Could not see sand through sur Lce gavel, but area was free of
vegetation and debris.
Comments: Visible component of the high water alarm was not working.
Disinfection
Y Tablets Y Present in chlorinator Y Proper size
LTV System Spare bulb on hand ?
Effluent Storage
X Inground dosing tank OTHER- Specify.
Number of month's storage Spill control plan on site
* Y Alarm system tested?
* Comments: The treatment system high water alarm was tested. The audible alarm responded, but not the
visual. The MRO noted this to the permittee, who was to recheck and repair or replace bulb as needed.
Disposal (final end use)
Y Is the application equipment present and operational?
N Is application equipment in need repair?
Y Are buffers adequate?
Y Are cover crops the type specified in permit? N Is cover crop in need of improvement?
N Signs of runoff? N Signs of ponding? N Signs of drift?
NE Rain/moisture sensor in place and operational?
Y Is the acreage specified in the permit being utilized?
N Are there any limiting slopes in disposal fields?
NA Are restrictions for use of these areas specified?
Y Is permit being followed?
Y Is site access restricted in accordance with permit? If so, how? 2 strand wire fence
Y Is permit available upon request?
Y Are the operation logs present?
Y Are operation and maintenance records present?
N Has permittee received any public complaints in the last 12 months?
Additional Comment(s): The application field was very well maintained.

NC®EN
North Carolina Department of Environment and Natural Resources
Division of Water Quality [E C E
Beverly Eaves Perdue Coleen H. Sullins D
Governor Director
February 6, 2009 F E B 1 2 2009
James and Linda Beard
280 Blackbeard Lane
Rockwell, NC 28138
Dear Ms. Beard:
rP
Subject: Permit No. WQ0015945
.lames and Linda Beard SFR
Surface Irrigation Facility
Rowan County
Freeman
Secretary
In accordance with your permit renewal request received September 24, 2008, we are forwarding
herewith Permit No. WQ0015945, dated February 6, 2009, to 3ames and Linda Beard for the continued
operation of the subject single family wastewater treatment and surface irrigation facilities.
8
This permit shall be effective from the date of issuance until January 31, 20 , , shall void Permit No.
WQ0015945 issued April 28, 2004, and shall be subject to the conditions and imitations as specified
therein. Please pay particular attention to the monitoring requirements in this permit. Failure to establish
an adequate system for collecting and maintaining the required operational information will result in
future compliance problems.
.An extension shall be requested at least six (6) months prior to the expiration of this permit. Upon receipt
of the request the Commission will review the adequacy of the facility described therein and, if warranted,
will extend the permit for such period of time and under such conditions and limitations as it may deem
appropriate.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to
request an adjudicatory hearing upon written request within thirty (30) days following receipt of this
permit. This request must be in the form of a written petition, conforming to Chapter 150B of the North
Carolina General Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service
Center, Raleigh, NC 27699-6714. Unless such demands are made this permit shall be final and binding.
Please contact John McCray at (919) 71.5-6168 if you need additional information concerning this matter.
Sincerely,
Coleen H. Sullins
cc: Roivan County Health Department
%APS
�Centrailes
nal Office - Aquifer ro" tet°1on Sectloncc and (erti" tcation Unit
(WQ0015945)
Notebook Files
NorthCarolina
NWwra!!il
Aquifer Protection Section 1636 Mail Service Center Raleigh, NC 27699-1636 Phone [phone] Customer Service
Internet: http://h2o.enr.state.nc.us 2728 Capital Boulevard Raleigh, NC 27604 Fax [phone]
Fax [phone]
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NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
RALEIGH
SINGLE FAMILY RESIDENCE SURFACE IRRIGATION PERMIT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as
amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
.Tames and Linda Beard
Rowan County
FOR THE
continued operation of a 480 gallon per day (GPD) surface irrigation wastewater treatment and disposal
system consisting of a 1,200 gallon baffled septic tank, a 169 square foot recirculating (3:1), pressure
dosed, surface sand filter with a 14.8 gallon per minute (GPM) pump, a 3.000 gallon. recirculation tank, a
tablet chlorinator, a 1.000 gallon storage%pump tank, a 21 GPM. dosing pump with audible and visual.
high-water alarms, a 20.1.06 square foot spray irrigation area with four full -circle, non -overlapping, 80
foot diameter, 5.2 GPM sprinkler heads, a precipitation/soil moisture sensor, and all associated piping and
appurtenances, to serve the James and Linda Beard residence with no discharge of wastes to the surface
waters, pursuant to the application received September 24, 2008, and in conformity with the project plan,
specifications, and other supporting data subsequently filed and approved by the Department of
Environment and Natural Resources and considered a part of this permit.
This permit shall be effective from the date of issuance until January 31, 2014, shall void Permit No.
WQ0015945 issued April 28, 2004, and shall be subject to the following specified conditions and
limitations:
I. PERFORMANCE STANDARDS
The surface irrigation facilities shall be effectively maintained and operated at all times so that
there is no discharge to surface waters, nor any contamination of ground waters, which will
render them unsatisfactory for normal use. In the event that the facilities fail to perform
satisfactorily, including the creation of nuisance conditions or failure of the irrigation area to
adequately assimilate the wastewater, the Permittee shall take immediate corrective actions
including those actions that may be required by the Division of Water Quality, such as the
construction of additional or replacement wastewater treatment and disposal facilities.
2. The issuance of this permit shall not relieve the Permittee of the responsibility for damages to
surface or ground waters resulting from the operation of this facility.
3. The residuals generated from these treatment facilities must be disposed in accordance with
General Statute 143-215.1 and in a manner approved by the Division.
4. Diversion or bypassing of the untreated wastewater from the treatment facilities is prohibited.

5. The following set -backs shall be maintained:
a. 400 feet between wetted area and any residence or places of public assembly under separate
ownership,
b. 150 feet between wetted area and property lines,
c. 100 feet between wetted area and wells,
d. 100 feet between wetted area and drainage ways or surface water bodies,
e. 50 feet between wetted area and public right of ways,
f. 100 feet between treatment/storage units and any wells,
g. 50 feet between treatment units and property lines, and
h. 1.00 feet between wetted area and swimming pools.
Some of the set -backs specified above may not have been included. in previous pen -nits for this
waste treatment and disposal system. These set -backs are not intended to prohibit or prevent
modifications, which are required by the Division, to improve performance of the existing
treatment facility. These set -backs do, however, apply to modifications of the treatment and
disposal facilities that are for the purpose of increasing the flow that is tributary to the facility.
These set -backs do apply to any expansion or modification of the surface irrigation areas and
apply in instances in which the sale of property would cause any of the set -backs now complied
with, for the treatment and disposal facilities, to be violated. The applicant is advised that any
modifications to the existing facilities will require a permit modification.
6. The pump tank(s) shall have functional audible and visual high water alarms that are external to
any structure.
H. OPERATION AND MAINTENANCE REQUIREMENTS
1. The facilities shall be properly maintained and operated at all times.
2. Upon classification of the wastewater treatment and surface irrigation facilities by the Water
Pollution Control System Operators Certification Commission (WPCSOCC), the Permittee
shall designate and employ a certified operator to be in responsible charge (ORC) and one or
more certified operator(s) to be back-up ORC(s) of the facilities in accordance with 15A NCAC
8G .0201. The ORC shall visit the facilities in accordance with 15A NCAC 8G .0204 or as
specified in this permit and shall comply with all other conditions specified in these rules.
3. A suitable year round vegetative cover shall be maintained over the irrigation area.
4. Irrigation shall not be performed during inclement weather or when the ground is in a condition
that will cause runoff.
5. Adequate measures shall be taken to prevent wastewater runoff from the irrigation field.
6. The application rate shall not exceed a cumulative loading of 14.0 inches over any twelve (12)
month period at an instantaneous application rate not to exceed 0.15 inches per hour.
7. The facilities shall be effectively maintained and operated as a non -discharge system to prevent
the discharge of any wastewater resulting from the operation of this facility.
8. No type of wastewater other than that from the Beard residence shall be sprayed onto the
irrigation area.
9. No traffic or equipment shall be allowed on the disposal area except while installation occurs or
while normal maintenance is being performed.
10. The irrigation field shall be fenced with at least a two -strand wire fence.
2

11. Wastewater treatment units open to the atmosphere shall have restricted access and pump
control panels shall be locked.
12. The Permittee is responsible for the operation and maintenance of the entire treatment and
disposal system including, but not limited to, the following items:
a. The septic tank shall be checked annually and pumped out as needed. The septic tank
effluent filter shall be checked and cleaned at the same frequency of the septic tank.
b. The tablet chlorinator shall be checked every week. Tablets shall be added to provide
proper chlorination.
c. The storage, pump, and alarm systems shall be inspected monthly. The scum layer shall be
removed at the same interval as the septic tank is cleaned out.
d. The system shall be inspected monthly to make certain of the proper operation of the spray
head(s), that the vegetative growth allows a proper spray pattern, that the soil is
assimilating the disposed treated wastewater with no surface runoff, and that no
objectionable odors are being generated.
M. MONITORING AND REPORTING REQUIREMENTS
1. Any monitoring deemed necessary by the Division to insure surface and ground water
protection will be established and an acceptable sampling reporting schedule shall be followed.
2. The Permittee shall maintain records of all maintenance performed on the system and irrigation
area, as required in Condition H(12) for a minimum of five years. This information shall be
provided to the Division upon request.
3. Noncompliance Notification:
The Permittee shall report by telephone to the Mooresville Regional Office, telephone number
[phone], 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 process unit failure, due to known or unknown reasons, that renders the facility
incapable of adequate wastewater treatment, such as mechanical or electrical failures of
pumps, spray heads, etc.; or
b. Any failure of a pumping station or treatment facility resulting in a by-pass directly to
receiving waters without treatment of all or any portion of the influent to such station or
facility.
Occurrences outside normal business hours may also be reported to the Division's Emergency
Response personnel at telephone number [phone] or [phone]. Persons reporting
such occurrences by telephone shall also file a written report in letterform within five (5) days
following first knowledge of the occurrence. This report must outline the actions taken or
proposed to be taken to ensure that the problem does not recur.
IV. INSPECTIONS
1. Adequate inspection, maintenance, and cleaning shall be provided by the Permittee to insure
proper operation of the subject facilities.
3

2. Any duly authorized officer, employee, or representative of the Division may, upon
presentation of credentials, enter and inspect any property, premises or place on or related to
the disposal site or facility at any reasonable time for the purpose of determining compliance
with. this permit, may inspect or copy any records that must be maintained under the terms and
conditions of this permit, and may obtain samples of groundwater, surface water, or leachate.
V. GENERAL CONDITIONS
1. This permit shall become void unless the facilities are constructed in accordance with the
conditions of this permit, the approved plans and specifications, and other supporting data.
2. This permit is effective only with respect to the nature and volume of wastes described in the
application and other supporting data.
3. This permit is not transferable. In the, event there is a desire for the facilities to change
ownership, or there is a name change of the Permittee, a formal permit request must be
submitted to the Division accompanied by documentation from the parties involved, and other
supporting materials as may be appropriate. The approval of this request will be considered on
its merits and may or may not be approved.
4. Upon the availability of a municipal or regional sewerage collection system, the subject
wastewater treatment facilities shall be abandoned with guidance from the Division and all
wastewater discharged into the municipal or regional sewerage system.
5. Failure to abide by the conditions and limitations contained in this permit may subject the
Permittee to an enforcement action by the Division in accordance with North Carolina General
Statute 143-215.6A to 143-215.6C.
6. The issuance of this permit does not preclude the Permittee from complying with any and all
statutes, rules, regulations, or ordinances, which may be imposed by other government agencies
(local, state, and federal), which have jurisdiction.
7. This permit may be revoked if the Permittee fails to abide by the conditions of the "Operation
and Maintenance Agreement" previously signed by the Permittee.
8. The Permittee shall retain a set of approved plans, specifications of the subject facility for the
life of the project.
9. The Permittee shall pay the annual administering and compliance fee within 30 days of being
billed by the Division. Failure to pay the fee accordingly may cause the Division to initiate
action to revoke this permit as specified by 15A NCAC 2T .0105(e)(3).
10. The Permittee, at least six (6) months prior to the expiration= of this permit, shall request its
extension. Upon receipt of the request, the Commission will review the adequacy of the
facilities described therein, and if warranted, will extend the Permit for such period of time and
under such conditions and limitations, as it may deem appropriate.
4

Permit issued this the 6t" day of February, 2009
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
irCol n H. Sullins, Director
.Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0015945

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OPERATION AND MAINTENANCE AGREEMENT SEP 2 A 2009
SINGLE FAMILY RESIDENCE SURFACE IRRIGATION SYSTEM
DB71SION OF WATER QUALITY
Property Owner(s) (as ap eari on the property deed): L)Yzi&
Mailing Address:
Facility Address (if different than above):
Disposal Method: SPRI AY IRRIGATION o DRIP TMGATION (Check One)
County: Permit No. W Cl/ C`i�C1
I/We agree to operate and maintain the wastewater treatment system as follows:
1. The Permittee is responsible for the operation and maintenance of the entire treatment and disposal
system including, but not limited to, the following items:
a. The septic tank shall be checked annually and pumped out as needed. The effluent filter shall be
checked and cleaned at the same frequency of the septic tank.
b. Thesand filter surface shall be raked and leveled every six (6) months and any vegetative growth
shall be removed by hand [accessible sand filters only].
Check one:
toz The tablet chlorinator shall be checked every week. Tablets shall be added so as to provide
proper chlorination.
o The ultraviolet disinfection unit shall be checked every week. The lamp shall be cleaned
and/or replaced to ensure proper disinfection.
d. The storage, pump, and alarm systems shall be inspected monthly. The scum layer shall be
removed at the same time interval as the septic tank is pumped out.
e. The irrigation system shall be inspected monthly to make certain of proper operation, that
vegetative growth does not interfere with the system inspection or operation, that the soil is
assimilating the disposed treated wastewater with no surface runoff, and that no objectionable
.odors are being generated,
2. Failure of the Pennittee to properly operate this system is subject to a penalty up to $25,000 per day.
3. Failure to meet the permit conditions or violation of the State's surface or groundwater regulations
will require evacuating the dwelling and may void the permit.
NOTE: All persons (owners) appearing on the legally registered property deed must sign this O&M
Agreement
I/We understand the above requirements and
Owner(s) Signature(s):
Owners) Signature(s):
to these terms as part of the issued permit.
SFR O&M (versikn 07/07)
Date: q-Lz- ,f
Date: J - _D_p

wi -A
AQUIFER PROTECTION SECTION
APPLICATION REVIEW REQUEST FORM
Date: October 3, 2008
To: ❑ Landon Davidson, ARO-APS
❑ David May, WaRO-APS
❑ Art Barnhardt, FRO-APS
❑ Charlie Stehman, WiRO-APS
® Andrew Pitner, MRO-APS
❑ Sherri Knight, WSRO-APS
❑ Jay Zimmerman, RRO-APS
b
From: John McCray, , Groundwater Protection Unit
Telephone: [phone]
Fax: 7 -0 [E V
E-Mail: ,iohn.mccray(&ncmail.net
OCT _ 6 ZOOS
A. Permit Number: WO0015945
B. Owner: Linda Beard
NC DENR MRO
DWO - Aauifer Protect!(
C. Facility/Operation: Linda Beard SFR
❑ Proposed ® Existing
® Facility ❑ Operation
D. Application:
1. Permit Type: ❑ Animal ® Surface Irrigation ❑ Reuse ❑ H-R Infiltration
❑ Recycle ❑ I/E Lagoon ❑ GW Remediation (ND)
❑ UIC - (5QW) closed loop water only geothermal
For Residuals: ❑ Land App. ❑ D&M ❑ Surface Disposal
❑ 503 ❑ 503 Exempt ❑ Animal
2. Project Type: ❑ New ❑ Major Mod. ❑ Minor Mod. ® Renewal ❑ Renewal w/ Mod.
E. Comments/Other Information: ❑ I would like to accompany you on a site visit.
Attached, you will find all information submitted in support of the above -referenced application for your
review, comment, and/or action. Within 30 calendar days, please take the following actions:
Z Return a Completed Form APSARR.
❑ Attach Well Construction Data Sheet.
❑ Attach Attachment B for Certification by the LAPCU.
❑ Issue an Attachment B Certification from the RO*.
* Remember that you will be responsible for coordinating site visits, reviews, as well as additional
information requests with other RO-APS representatives in order to prepare a complete Attachment B for
certification. Refer to the RPP SOP for additional detail.
When you receive this request form, please write your name and dates in the spaces below, make a copy
of this sheet, and return it to the appropriate Central Office -Aquifer Protection Section contact person
listed above.
RO-APS Reviewer:
Date:
FORM: APSARR 02/06
Page 1 of 1

o�OF WATE9pG Michael F. Easley, Governor
William G. Ross Jr., Secretary
rNorth Carolina Department of Environment and Natural Resources
Coleen H. Sullins Director
� Division of Water Quality
September 26, 2008 D V
Linda G. Beard .
James H. Beard OCT - 6 2008
280 Blackbeard Lane
Rockwell, NC 28138
NC DE MRO
Subject: Acknowledgement of Application No. WQ0015945 DWO -A ufier Protection
Linda Beard SFR
Surface Irrigation System - SFR
Rowan
Dear Mr. and Mrs. Beard:
The Aquifer Protection Section of the Division of Water Quality (Division) acknowledges receipt of your permit
application and supporting materials on September 24, 2008. This application package has been assigned the number
listed above and will be reviewed by John McCray.
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 be aware that the Division's Regional Office, copied below, must provide recommendations prior to final
action by the Division. Please also note at this time, processing permit applications can take as long as 60 - 90 days
after receipt of a complete application.
If you have any questions, please contact John McCray at 919-715-6168, or via e-mail [e-mail].
If the reviewer is unavailable, you may leave a message, and they will respond promptly. Also note that the Division
has reorganized. To review our new organizational chart, go to
http://ZO.enr.state.nc.us/documents/dwq orachart.pdf.
PLEASE REFER TO THE ABOVE APPLICATION NUMBER WHEN MAKING INQUIRIES ON THIS
PROJECT.
Sincer ,
for Debra J. s
Supervisor
f. cc_ _-Mooresville_,Regional Office; Aquifer Protection_Sectilot,
Permit Application File WQ0015945
Aquifer Protection Section 1636 Mail Service Center
Internet: www.ncwaterguality.org Location: 2728 Capital Boulevard
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NoLCarolina
Ivaturally
Raleigh, NC 27699-1636 Telephone: [phone]
Raleigh, NC 27604 Fax 1: [phone]
Fax 2: [phone]
Customer Service: [phone]

State of North Carolina Aqu NC_CE�� p pEl�►� pWQ
Department of Environment and Natural Resources crrc�r=
Division of Water Quality ��
INSTRUCTIONS FOR FORM: WWR 09-06
(RENEWAL WITHOUT MODIFICATION OF WASTEWATER NON -DISCHARGE SYSTEMS)
For more information or for an electronic version of this form, visit the Land Application Unit (LAU) web site at:
httn:11ii2 o. nn.r..star. e. nc:. u.s/lrau/maid. hnnl
This form is for renewal without modification for all wastewater non. -discharge systems, Wastewater non -discharge
systems include: High Rate Infiltration Svstems; InfiltrationlEvaposatiori Lagoons; Reclaimed Water Utilization'
Systems; Wastewater Recycle Systems; Single Family Surface Irrigation Systems; and Surface Irrigation Systems.
This application may not be used for renewal of Land Applications of Residuals Permits
A. Application Form (All Application Packages):
✓ Submit one (1) original and two (2) copies of the completed and appropriately executed application form,
Any changes made to this form will result in the application package being returned,
✓ If the Applicant is a corporation or company, it must be registered for business with the NC Secretary of
State(littn://www.sceretirv.stite.nc.tis/Corporations/CSearch asnx).
✓ If the Applicant is a partnership, sole proprietorship,, trade name, or d/b/a enclose a copy of the certificate
filed with the register of deeds in the county of business.
✓ The application must be signed appropriately in accordance with 15A NCAC 2T .0106(b), An alternate
person may be, designated as the signing official, provided that a delegation letter is provided from a person
who meets the referenced criteria. You may download an. example, delegation letter from the'LAU web sae.
✓ Submit three (3) copies of the most recently issued existing permit. ((�� _ �] (� _-
B, Additional. Forms (Single Family Residence Surface Irrigation Systems .Onll3 �f: C j� LE � V L� f .
✓ Submit one (1) original and two (2) copies of a, completed and properly e: P P P p y FORM: SFR 0&M 09-
06, This Form may be downloaded at: httn,.//li2o'.Vtir.state.nc.us/t,,iLi/tiP.21icat ). Iml#Single i
C. Site Map U U OCT _ 6 2008
✓ Submit three (3) copies of an updated site map. if required as part of the igin submitta in srrnrHincz_..
with 15A NCAC 2T .0105(d). NC DENR MRO
DWQ - A uifer Protr
I. GENERAL INFORMATION:
1, Petznittee's name (Owner of the facility):>!11Ylt<S ,,�� %1iy�0! L i�d4 %�Ct/'—d-
2, Complete mailing address of Permitter-: /4 1--leA e-
City; 7, C1 C/'/ U1 P / / State, / f Zip: i741.59
Telephone number: jeL)�_) Facsimile number: (710� U9- 6—S
Email Address:{ 101
3. Facility name (name. of the subdivision, shopping center, etc.):
4. Complete address of the physical location of the facility (if different from above):
City:
5. County where project is located:
S tate: Zip
6. Name and affiliation of contact person who
can answer questions about pi•oject:( � )
Email Address:_C[J�taC_
FORM: WWR 09-06
Page 1

II. PERMIT INFORMATION: flfl �r p� r, �`
1, Existing permit number �'Uf U} LIl " �'J `1' D and the issuance date q'C°q
2. Existing permit type:
❑ High -Rate Infiltration ❑ Evaporation Lagoons ❑ Reclaimed Water Utilization
co c ❑ Single Family Surface Irrigation [a Surface Irrigation ❑ Wastewater Recycle
z C_j
w 3. Has the treatment and disposal system been constructed? �9 Yes ❑ No
00
Cl-CL
4. If the system has not been constructed, would you like to rescind your permit (i.e, the permitted facilities
w
cr: will not be needed)? ❑ Yes ❑ No A// P
5, Has the wastewater system been connected to a municipal or community sewer, system? ❑Yes No
Applicant's Certification signing authority must be in compliance with 15A NCAC 2T .0106(b)):
(signinb authority name and title)
attest that this application.for V2un I'
(facility name)
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that any discharge
of wastewater from this non -discharge system to surface waters or the land will result in an immediate enforcement
action that may include civil penalties, injunctive relief, and/or criminal prosecution. I will make no claim against
the Division of Water Quality should a condition of this permit be violated, I also understand that if all required
parts of this application package are not completed and that if all required supporting information and attachments
are not included, this application package will be returned to me as incomplete. I further certify that the applicant or
any affiliate has not been convicted of an environmental crime, has not abandoned a wastewater facility without
proper closure, does not have an outstanding civil penalty where all appeals have been exhausted or abandoned, are
compliant with any active compliance schedule, and do not have any overdue annual fees under Rule 2T .0105,
Note: In accordance with NC General Statutes 143-215.6A and 143-215..6B, any person who knowingly makes any
false statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor,
which ma Jude a fine not to exceed'$1.0,000 as well as civil penalties up to $25,000 per violation.
Signatur"e: Date: �fckL��Q
A
THE COMPLETED RENEWAL APPLICATION SHALL BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
AQUIFER PROTECTION SECTION
By U.S: Postal Service:
1636 MAIL SERVICE CENTER
RALEIGH, NORTH CAROLINA 27699-1636
TELEPHONE NUMBER: [phone]
FORM: WWR 09-06 Page 2
By Courier/Special DeIiven,:
2728 CAPITAL BOULEVARD
RALEIGH, NORTH CAROLINA 27604
FAX NUMBER: [phone]

Aquifer Protection Section
OPERATION AND MAINTENANCE AGREEMENT
SINGLE FAMILY RESIDENCE SURFACE IRRIGATION SYSTEM
DIVISION OF WATER QUALITY
Property Owner(s) (as ap can on the property deed): Ja,,,ad
_ � x
Mailing Address:
Facility Address (if different than above):
6
Disposal Method: SPR/ AT' IRRIGATION o DRIP IRRIGATION (Check One)
County: U Sri' Permit No. (V
I/We agree to operate and maintain the wastewater treatment system as follows:
1. The Permittee is responsible for the operation and maintenance of the entire treatment and disposal
system including, but not limited to, the following items:
a. The septic tank shall be checked annually and pumped out as needed. The effluent filter shall be
checked and cleaned at the same frequency of the septic tank.
b. The sand filter surface shall be raked and leveled every six (6) months and any vegetative growth
shall be removed by hand [accessible sand filters only].
c. Check one:
The tablet chlorinator shall be checked every week. Tablets shall be added so as to provide
proper chlorination.
o The ultraviolet disinfection unit shall be checked every week. The lamp shall be cleaned
and/or replaced to ensure proper disinfection.
d. The storage, pump, and alarm systems shall be inspected monthly. The scum layer shall be
removed at the same time interval as the septic tank is pumped out.
e. The irrigation system shall be inspected monthly to make certain of proper operation, that
vegetative growth does not interfere with the system inspection or operation, that the soil is
assimilating the disposed treated wastewater with no surface runoff, and that no objectionable
.odors are being generated,
2. Failure of the Permittee to properly operate this system is subject to a penalty up to $25,000 per day,
3. Failure to meet the permit conditions or violation of the State's surface or groundwater regulations
will require evacuating the dwelling and may void the permit.
NOTE: All persons (owners) appearing on the legally registered property deed must sign this O&M
Agreement
I/We understand the above requirements and
Owner(s) Signature(s):
Owner(s) Sig
nature(s):
to these terms as part of the issued permit.
SFR 0&M (versikn 07/07)
Date: % 7-'0�
Date: f% - —G'_P

AQUIFER PROTECTION REGIONAL STAFF REPORT C`, ' y
Date: 10/13/08
To: Aquifer Protection Central Office
Central Office Reviewer: John McCray
Application No.: WQ0015945
County: Rowan
Permittee: James & Linda Beard
Project Name: Linda Beard SFR
L GENERAL INFORMATION
1. This application is (check all that apply): New X Renewal
❑ Minor Modification ❑ Major Modification
X Surface Irrigation Reuse ❑ Recycle ❑ High Rate Infiltration ❑ Evaporation/Infiltration Lagoon
❑ Land Application of Residuals ❑ Attachment B included ❑ 503 regulated ❑ 503
exempt
❑ Distribution of Residuals ❑ Surface Disposal
❑ Closed -loop Groundwater Remediation ❑ Other Injection Wells (including in situ remediation)
Was a site visit conducted in order to prepare this report? X Yes or No.
a. Date of site visit: 10/10/08
b. Person contacted and contact information: Linda Beard 704/209-0552
c. Site visit conducted by: Peggy Finley
d. Inspection Report in BIMS: X Yes or No.
2. Is the following information entered into the BIMS record for this application correct?
X Yes or ❑ No. If no, please complete the following or indicate that it is correct on the current
application.
For Treatment Facilities:
a. Location:
b. Driving Directions:
c. USGS Quadrangle Map name and number:
d. Latitude: Longitude:
e. Regulated Activities / Type of Wastes (e.g., subdivision, food processing, municipal wastewater):
domestic wastewater
For Disposal and Injection Sites:
(If multiple sites either indicate which sites the information applies to copy and paste a new section
into the document for each site or attach additional pages for each site)
a. Location(s):
b. Driving Directions:
c. USGS Quadrangle Map name and number:
d. Latitude: Longitude:
FORM: Beard SFR Staff rpt 10-13-08 1

AQUIFER PROTECTION REGIONAL STAFF REPORT �
II.RENEWALSAND MINOR MODIFICA TIONAPPLICA TIONS
Discription of Waste and Facilities
1. Are there appropriately certified ORCs for the facilities? NA
2. Is the design, maintenence and operation of the treatment facilities adequate for the type of waste
and disposal system? Yes
3. Are the site conditions (soils, topography, depth to water table, etc) maintained appropriately and
adequately assimilating the waste? Yes
4. Has the site changed in any way that may affect the permit Does the application (maps, plans, etc.)
represent the actual site (property lines, well surface drainage)? No
5. Is the residuals management plan for the facility acceptable to the Division? X Yes
6. Are the existing application rates (hydraulic or nutrient) still acceptable? X Yes
7. Is the existing groundwater monitoring program adequate? NA
8. Will seasonal or other restrictions be required for added sites? NA
9. Are there any buffer conflicts (treatment facilities or disposal sites)? No
10. Is the description of the facilities, type and/or volume of waste(s) as written in the existing permit
correct? Yes
11. Were monitoring wells properly constructed and located? NA
12. Has a review of all self -monitoring data been conducted? NA
13. Check all that apply: X.... No compliance issues ... Notice(s) of violation within the last
permit cycle ... Curiat enforcement action ... Currently under SOC, JOC, moratorium
14.If any items checked, please explain and attach any documents that may help clarify
answer/comments
15. Have all the compliance dates/conditions in the existing permit, (SOC, JOC) been complied with?
16. Are there any issues related to compliance/enforcement that should be resolved before issuing the
permit? No
V. EVALUATIONAND RECOMMENDATIONS
1. Provide any additional narrative regarding your review of the application.: The treatment system is
operational and continues to be well maintained. The application area is in good condition.
2. Attach Well Construction Data Sheet - if needed information is available
3. Do you foresee any problems with issuance/renewal of this permit? Yes X No.
FORM: Beard SFR Staff rpt 10-13-08 2

4*
AQUIFER PROTECTION REGIONAL STAFF REPORT
4. List any items that you would like APS Central Office to obtain through an additional information
request. Make sure that you provide a reason for each item:
Item Reason
5. List specific Permit conditions that you recommend to be removed from the permit when issued.
Make sure that you provide a reason for each condition:
Condition Reason
6. List specific special conditions or compliance schedules that you recommend be included in the
permit when issued. Make sure that you provide a reason for each special condition:
Condition Reason
7. Recommendation: ❑ Hold, pending receipt and review of additional information by regional office;
❑ Hold, pending review of draft permit by regional office; Issue upon receipt of needed additional
information and engineering review; X Issue; ❑ Deny. If deny, please state reasons:
8. Signature of report preparer(s):�
Signature .of APS regional supervisor:
Date:
i0-1y G
FORM: Beard SFR Staff rpt 10-13-08
3

P
n
\O��F W AT
Michael F. Easley, Governor
Uj 7� William G. Ross Jr., Secretary
> North Carolina Department of Environment and Natural Resources
o
Alan W. Klimek, P. E., Director
Division of Water Quality
April 28 2004
LINDA BEARD, OWNER
280 BLACKBEARD LANE
ROCKWELL, NC 28138
Dear Mrs. Beard:
Subject: Permit No. WQ0015945
Single Family Residence
Surface Irrigation Facility
Rowan County
In accordance with your renewal request received December 8, 2003, we are forwarding herewith
Permit No. WQ0015945, dated April 28 2004, to Linda Beard for the continued operation of the subject
single family wastewater treatment and surface irrigation facilities.
This permit shall be effective to the date of issuance until March 31, 2009, shall void Permit No.
WQ0015945 issued February 10, 1999, and shall be subject to the conditions and limitations as specified
therein. Please pay particular attention to the monitoring requirements in this permit. Failure to establish an
adequate system for collecting and maintaining the required operational information will result in future
compliance problems. Please also pay particular attention to Conditions V(3) and V(10) of this permit.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the
right to request an adjudicatory hearing upon written request within thirty (30) days following receipt of this
permit. This request must be in the form of a written petition, conforming to Chapter 150B of the North
Carolina General Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service Center,
Raleigh, NC 27699-6714. Unless such demands are made this permit shall be final and binding.
If you need additional information concerning this matter, please contact Toni Wyche at (919) 733-
5083 extension 546.
cc: Rowan County Health Department
oldesa+,i�I�le ' egional Office '. ter �u � y ���toii
Technical Assistance and Certification Unit
Water Quality Central Files
Sincerely,
-/Alan W. Klimek, P. E.
MAY b 7 2004 =
Non -Discharge Permitting Unit
1617 Mail Service Center, Raleigh, NC 27699-1617
DENR Customer Service Center
An Eoual Opportunity Action Employer
Internet http://h2o.e
Telephone (919)73
Telephone [phone]
50% recycled/10% post -consumer paper

n,
I
NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
RALEIGH
SINGLE FAMILY RESIDENCE SURFACE IRRIGATION PERMIT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as amended,
and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Linda Beard
Rowan County
FOR THE
continued operation of a 480 gallon per day (GPD) surface spray irrigation wastewater treatment and disposal
system consisting of a 1,200 gallon baffled septic tank, a 169 square -foot recirculating (3:1), pressure -dosed
surface sand filter with a 14.8 GPM pump, a 3,000 gallon recirculation tank, a tablet chlorinator, a 1,000 gallon
storage/pump tank, a 21 GPM pump with audible and visual high-water alarms, a 20,106 square foot spray
irrigation area with four full -circle, non -overlapping, 80-foot diameter, 5.2 GPM sprinkler heads, a
precipitation/soil moisture sensor, and all associated piping and appurtenances to serve the Linda Beard Residence
located off of SR 2338 (35°30'28" N, 80°23'20" W), with no discharge of wastes to the surface waters, pursuant to
the application received December 8, 2003, and in conformity with the project plan, specifications, and other
supporting data subsequently filed and approved by the Department of Environment and Natural Resources and
considered a part of this permit.
This permit shall be effective from the date of issuance until March 31, 2009, shall void Permit No.
WQ0015945 issued February 10, 1999 and shall be subject to the following specified conditions and limitations:
I. PERFORMANCE STANDARDS
The surface irrigation facilities shall be effectively maintained and operated at all times so that there
is no discharge to surface waters, nor any contamination of ground waters which will render them
unsatisfactory for normal use. In the event that the facilities fail to perform satisfactorily, including
the creation of nuisance conditions or failure of the irrigation area to adequately assimilate the
wastewater, the Permittee shall take immediate corrective actions including those actions that may be
required by the Division of Water Quality (Division), such as the construction of additional or
replacement wastewater treatment and disposal facilities.
2. The issuance of this permit shall not relieve the Permittee of the responsibility for damages to surface
or ground waters resulting from the operation of this facility.
The residuals generated from these treatment facilities must be disposed in accordance with General
Statute 143-215.1 and in a manner approved by the Division.
4. Diversion or bypassing of the untreated wastewater from the treatment facilities is prohibited.

r
4 5. The following buffers shall be maintained:
a. 400 feet between wetted area and any residence or places of public assembly under separate
ownership,
b. 150 feet between wetted area and property lines,
c. 100 feet between wetted area and wells,
d. 100 feet between wetted area and drainage ways or surface water bodies,
e. 50 feet between wetted area and public right of ways,
f. 100 feet between treatment/storage units and any wells, and
g. 50 feet between treatment units and property lines.
Some of the buffers specified above may not have been included in previous permits for this waste
treatment and disposal system. These buffers are not intended to prohibit or prevent modifications,
which are required by the Division, to improve performance of the existing treatment facility. These
buffers do, however, apply to modifications of the treatment and disposal facilities that are for the
purpose of increasing the flow that is tributary to the facility. These buffers do apply to any
expansion or modification of the surface irrigation areas and apply in instances in which the sale of
property would cause any of the buffers now complied with, for the treatment and disposal facilities,
to be violated. The applicant is advised that any modifications to the existing facilities will require a
permit modification.
The pump tank(s) shall have functional audible and visual high water alarms that are external to any
structure.
II. OPERATION AND MAINTENANCE REOUIREMENTS
The facilities shall be properly maintained and operated at all times.
2. Upon classification of the wastewater treatment and surface irrigation facilities by the Water Pollution
Control System Operators Certification Commission (WPCSOCC), the Permittee shall designate and
employ a certified operator to be in responsible charge (ORC) and one or more certified operator(s) to
be back-up ORC(s) of the facilities in accordance with 15A NCAC 8G .0201. The ORC shall visit
the facilities in accordance with 15A NCAC 8G .0204 or as specified in this permit and shall comply
with all other conditions specified in these rules.
3. A suitable year round vegetative shall be maintained.
4. Irrigation shall not be performed during inclement weather or when the ground is in a condition that
will cause runoff.
5. Adequate measures shall be taken to prevent wastewater runoff from the irrigation field.
6. The application rate shall not exceed a cumulative loading of 14.0 inches over any twelve (12) month
period at an instantaneous application rate not to exceed 0.15 inches per hour.
7. The facilities shall be effectively maintained and operated as a non -discharge system to prevent the
discharge of any wastewater resulting from the operation of this facility.
No type of wastewater other than that from the Linda Beard Residence shall be sprayed onto the
irrigation area.
9. No traffic or equipment shall be allowed on the disposal area except while installation occurs or while
normal maintenance is being performed.
10. The irrigation field shall be fenced with at least a two -strand wire fence.
2

A
11. Wastewater treatment units open to the atmosphere shall have restricted access and pump control
panels shall be locked.
12. The Permittee is responsible for the operation and maintenance of the entire treatment and disposal
system including, but not limited to, the following items:
a. The septic tank shall be checked annually and pumped out as needed. The septic tank effluent
filter shall be checked and cleaned at the same frequency of the septic tank.
b. the tablet chlorinator shall be checked every week. Tablets shall be added to provide proper
chlorination.
The storage, pump, and alarm systems shall be inspected monthly. The scum layer shall be
removed at the same interval as the septic tank is cleaned out.
d. The system shall be inspected monthly to make certain of the proper operation of the spray
head(s), that the vegetative growth allows a proper spray pattern, that the soil is assimilating the
disposed treated wastewater with no surface runoff, and that no objectionable odors are being
generated.
III. MONITORING AND REPORTING REQUIREMENTS
Any monitoring deemed necessary by the Division to insure surface and ground water protection will
be established and an acceptable sampling reporting schedule shall be followed.
2. The Permittee shall maintain records of all maintenance performed on the system and irrigation area,
as required in Condition II(12) for a minimum of five years. This information shall be provided to the
Division upon request.
3. Noncompliance Notification:
The Permittee shall report by telephone to the Mooresville Regional Office, telephone number (7704-
663-1699, 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:
Any process unit failure, due to known or unknown reasons, that renders the facility incapable of
adequate wastewater treatment, such as mechanical or electrical failures of pumps, spray heads,
etc.; or
b. Any failure of a pumping station or treatment facility resulting in a by-pass directly to receiving
waters without treatment of all or any portion of the influent to such station or facility.
Occurrences outside normal business hours may also be reported to the Division's Emergency
Response personnel at telephone number [phone] or [phone]. Persons reporting such
occurrences by telephone shall also file a written report in letterform within five (5) days following
first knowledge of the occurrence. This report must outline the actions taken or proposed to be taken
to ensure that the problem does not recur.
IV. INSPECTIONS
Adequate inspection, maintenance, and cleaning shall be provided by the Permittee to insure proper
operation of the subject facilities.

W
2. Any duly authorized officer, employee, or representative of the Division may, upon presentation of
credentials, enter and inspect any property, premises or place on or related to the disposal site or
facility at any reasonable time for the purpose of determining compliance with this permit, may
inspect or copy any records that must be maintained under the terms and conditions of this permit,
and may obtain samples of groundwater, surface water, or leachate.
V. GENERAL CONDITIONS
This permit shall become void unless the facilities are constructed in accordance with the conditions
of this permit, the approved plans and specifications, and other supporting data.
2. This permit is effective only with respect to the nature and volume of wastes described in the
application and other supporting data.
This permit is not transferable. In the event there is a desire for the facilities to change ownership, or
there is a name change of the Permittee, a formal permit request must be submitted to the Division
accompanied by documentation from the parties involved, and other supporting materials as may be
appropriate. The approval of this request will be considered on its merits and may or may not be
approved.
4. Upon the availability of a municipal or regional sewerage collection system, the subject wastewater
treatment facilities shall be abandoned and all wastewater discharged into the municipal or regional
sewerage system.
Failure to abide by the conditions and limitations contained in this permit may subject the Permittee
to an enforcement action by the Division in accordance with North Carolina General Statute 143-
215.6A to 143-215.6C.
6. The issuance of this permit does not preclude the Permittee from complying with any and all statutes,
rules, regulations, or ordinances which may be imposed by other government agencies (local, state,
and federal) which have jurisdiction.
7. This permit may be revoked if the Permittee fails to abide by the conditions of the "Operation and
Maintenance Agreement" previously signed by the Permittee.
8. A set of approved plans, specifications for the subject project must be retained by the Permittee for
the life of the project.
9. The annual administering and compliance fee must be paid by the Permittee within 30 days after
being billed by the Division. Failure to pay the fee accordingly may cause the Division to initiate
action to revoke this permit as specified by 15A NCAC 21-1.0205 (c)(4).
10. The Permittee, at least six (6) months prior to the expiration of this permit, shall request its extension.
Upon receipt of the request, the Commission will review the adequacy of the facilities described
therein, and if warranted, will extend the Permit for such period of time and under such conditions
and limitations, as it may deem appropriate.
4

Permit issued this the 28"' day of April, 2004
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
-7-e ��r'> ji�- -4
Alan W. Klimek, P.E., Director
Division of Water Quality
By Authority of the Environmental Managem nt Commission
Permit Number WQ0015945

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Owner: James & Lindd Beard
Address: 280 Blackbeard Lane, Rockwell, NC 28138
Disposal Method: SPRAY IRRIGATION DRIP IRRIGATION (Circle�Gy
County: Rowan
Permit No. Q0015945 F�600
e's,�c
83
I agree to operate and maintain the wastewater treatment system as follows:
1) The Permittee is responsible for the operation and maintenance of the entire treatment and disposal
system including, but not limited to, the following items:
a) The septic tank shall be checked annually and pumped out as needed. The effluent filter shall be
checked and cleaned at the same frequency of the septic tank.
b) [Open access sand filters only] The sand filter surface shall be raked and leveled every six (6)
months and any vegetative growth shall be removed by hand.
c) Check one:
The tablet chlorinator shall be checked every week. Tablets shall be added so as to provide
proper chlorination.
❑ The ultraviolet disinfection unit shall be checked every week. The lamp shall be cleaned
and/or replaced to ensure proper disinfection.
d) The storage, pump, and alarm systems shall be inspected monthly. The scum layer shall be
removed at the same time interval as the septic tank is pumped out.
e) The irrigation system shall be inspected monthly to make certain of proper operation, that
vegetative growth does not interfere with the system inspection or operation, that the soil is
assimilating the disposed treated wastewater with no surface runoff, and that no objectionable
odors are being generated.
2) Failure of the Permittee to properly operate this system is subject to a penalty up to $25,000 per day.
3) Failure to meet the permit conditions or violation of the State's surface or groundwater regulations
will require evacuating the dwelling and may void the permit.
I understand the above requirements and agree to these terms as part of the issued permit.
Owner Signature: Date:• /-z _6 _ G3
Notary Signature: Notary Seal:
Dater l a �5o3 Commiss' xpiration: hRy' ti Expires Mash 07, 2006
SFR O&M 03/03

f
Beverly Eaves Perdue
Governor
Mr. & Mrs. James Beard
280 Blackbeard Lane
Rockwell, North Carolina 28138
Dear Mr. & Mrs. Beard:
Division of Water Quality
Coleen Sullins
Director
Dee Freeman
Secretary
July 22, 2011
Enclosed you will find the report for the tri-annual compliance inspection that I conducted on July 20, 2011.
Your treatment and disposal system is operating well and is in compliance with the conditions of your
permit.
Please note that, as a result of action by the North Carolina General Assembly, the expiration date of your
permit has been extended until January 31, 2018. An extension shall be requested six months prior to the
new expiration date._.
Should you have any questions, please feel free to call me at 704/235-2183.
Division of Water Quality
Aquifer Protection Section
Customer Service 1-877-623-6748
One
NorthCar lines
Natimallff
Sincerely,
f j
Peggyinley
Environmental Specialist
Mooresville Regional Office
610 E. Center Ave., Ste. 301
Mooresville, NC 28115
Phone: [phone]

1*.
f
State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
Beverly Eaves Pardue, Governor
Dee Freeman, Secretar~l
Coleen H. Sullins. Director
NON -DISCHARGE COMPLIANCE INSPECTION
Single Family Surface Irrigation
GENERAL INFORMATION
City/Town/Owner: James & Linda Beard County: Rowan
Project: Beard Residence SFR Permit # WQ0015945
Issuance Date: 2/6/09 Expiration Date: 1/31/18
Permittee Contact: Jeffrey Beard Telephone No.: 704/209-0552
Email address: [e-mail]
Reason for Inspection
K ROUTINE COMPLAINT FOLLOW-UP OTHER
®ate of inspection 7/20/11
Ins2ection Summary. (additional comments may be included on attached parses)
The treatment and disposal system is operating well. Currently, effluent application is being
operated manually while awaiting a replacement timer. The spray application area is in good
condition.
Is a follow-up inspection necessary yes no _X
Inspector's Name/Title: Peggy Finley, Environmental Specialist
Telephone No. 704/235-2183 Fax No. 704/663-6040

0
Singie Family Spray/Drip Irrigation
WQ0015946
page 2
Treatment
Y Are treatment facilities consistent with those outlined in the permit?
�Y Do all treatment units appear to be operational? If no, note below.
`_Y_ Septic tank pumped within last 12 months?
Y_ Sand filter in good condition?
Comments: Awaiting a replacement time.
Usinfection
Tablets _Y_ Present in chlorinator? _Y_ Proper Size?
UV System _ Spare bulb on hand?
Effluent Storage
Inground dosing tank _X_ Other — Specify
Number of days of storage Spill control plan on site?
_N_ Alarm system tested?
MsDosal (final end used
_N_ Is application equipment in need of repair?
_Y_ Are buffers adequate?
Are cover crops the type specified in the permit? _N_ In need of improvement?
_N_ Signs of run-off? _N_Signs of ponding? _N_ Signs of drift?
_Y_ Rain/moisture sensor in place and operational?
_Y_ Is the acreage specified in the permit.being utilized?
_Y_ Is the application equipment present and operational?
Are there any limiting slopes in the disposal fields?
Are restrictions for use of these areas specified?
_Y_ Is the permit being followed?
Y_ Is site access restricted in accordance with the permit? If so, how? Double strand wire
fence
_Y_ Is the permit available upon request?
_Y_ Are operational logs present?
_Y_ Are operation and maintenance records present?
_N_ Has the permittee received any public complaints in the last 12 months?
Comments:

State of North Carolina
Department of Environmental Quality
Division of Water Resources
WATER QUALITY REGIONAL OPERATIONS SECTION
' Division of Water Resources NON -DISCHARGE APPLICATION REVIEW REQUEST FORM
RECEIVEDMUDENRIUWK
July 31, 2017 AUG — 2 2017
To: 1 RZO.,�.Q:q: - ndTewr!Litr�er / oie wB - nge waRos
ORESVILLE REGIONAL OFFICE
From: David Goodrich, Water Quality Permitting Section - Non -Discharge Permitting LlnI
Permit Number: WQ0015945
Applicant: James H. and Malinda G. Beard
Owner Type: Individual
Facility Name: 280 Blackbeard Ln. SFR
Signature Authority: Malinda G. Beard
Permit Type: Single -Family Residence Wastewater Irrigation
Address: 280 Blackbeard Lane, Rockwell, North Carolina 28138
Fee Category: Single -Family Residence Wastewater Irrigiaton
Comments/Other Information:
Project Type: Renewal
Owner in BIMS? Yes
Facility in BIMS? Yes
Title: Owner
County: Rowan
Fee Amount: $0
Attached, you will find all information submitted in support of the above -referenced application for your review,
comment, and/or action. Within 45 calendar days, please take the following actions:
® Return this form completed. ® Return a completed staff report.
❑ Attach an Attachment B for Certification. ❑ Issue an Attachment B Certification.
When you receive this request form, please write your name and dates in the spaces below, make a copy of this sheet, and
return it to the appropriate Central Office Water Quality Permitting Section contact person listed above.
RO-WQROS Reviewer:
Date:
FORM: WQROSNDARR 09-15 Page 1 of 1

Water Resources
ENVIRONMENTAL QUALITY
MALINDA G. BEARD
280 BLACKBEARD LANE
ROCKWELL, NORTH CAROLINA 28138
Dear Mrs. Beard:
ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
S. JAY ZIMMERMAN
Director
Rr=CE11/ED/NCDENR1DWR
July 31, 2017 AUG - 2 Z017
WQROS
MOORESVILI_E REGIONAL OFFICE
Subject: Acknowledgement of
Application No. WQ0015945
280 Blackbeard Ln. SFR
Single -Family Residence
Wastewater Irrigation System
Rowan County
The Water Quality Permitting Section acknowledges receipt of your permit application and
supporting documentation received on July 31, 2017. Your application package has been assigned the
number listed above, and the primary reviewer is David Goodrich.
Central and Mooresville Regional Office staff will perform a detailed review of the provided
application, and may contact you with a request for additional information. To ensure maximum efficiency
in processing permit applications, the Division of Water Resources requests your assistance in providing a
timely and complete response to any additional information requests.
Please note that processing standard review permit applications may take as long as 60 to 90 days
after receipt of a complete application. If you have any questions, please contact
David Goodrich at [phone] or [e-mail].
Sincerely,
Nathaniel D. Thornburg, Supervisor
Division of Water Resources
cc: Mooresville Regional Office, Water Quality Regional�tlieration�Sectior
Permit File WQ0015945
- -:7— lathhig Compares`: -. _
State of North Carolina I Environmental Quality I Water Resources I Water Quality Permitting I Non -Discharge Permitting
1617 Mail Service Center I Raleigh, North Carolina 27699-1617
919-807-6332

Compliance Inspection Report
Permit: WQ0015945 Effective: 02/06/09 Expiration: 01/31/18 Owner : Linda Beard
SOC: Effective: Expiration: Facility: James and Linda Beard SFR
County: Rowan 280 Blackbeard Ln
Region: Mooresville
Rockwell NC 281387831
Contact Person: Linda Beard Title: Phone:
Directions to Facility:
From Mooresville take NC 152E to China Grove turn R onto US 601 S and follow -3.2mi turn L, take Old Beatty Ford Rd-13.5mi turn
R, take Emanuel Chrurch Rd-0.25mi turn R onto Blackbeard Lane the facility is on the Right
System Classifications:
Primary ORC: Certification: Phone:
Secondary ORC(s):
On -Site Representative(s):
Related Permits:
Inspection Date: 06/12/2017 Entry Time: 08:OOAM Exit Time: 09:OOAM
Primary Inspector: Edward Watson Phone:
Secondary Inspector(s):
Reason for Inspection: Routine Inspection Type: Compliance Evaluation
Permit Inspection Type: Single -Family Residence Wastewater Irrigation
Facility Status: Compliant Not Compliant
Question Areas:
Miscellaneous Questions Treatment Treatment Filters
Record Keeping End Use -Irrigation Treatment Disinfection
(See attachment summary)
Page: 1

Permit: WQ0015945 Owner -Facility: Linda Beard
Inspection Date: 05/12/2017 Inspection Type : Compliance Evaluation Reason for Visit: Routine
Inspection Summary:
The system appears to be well maintained. Flow and maintenance records were available for reviewed and appeared to be is
good order.
The two wire fence continues to experience damage by deer. The permittee will repair the fence.
Spray heads all appeared to be in good working condition. However, an application was not observed during the site visit.
The permittee has ordered parts to replace the high water alarm light and horn. During the site visit, the light was not
functioning and the horn was barely audible. Copies of the receipts were requested to be submitted to MRO via email.
Page: 2

9source$'
Erfiir00 ldfihie :QuOtya "T
1. . _
Mrs., .1inda- Beard
290 Blackbea,r.d(anex
Rockwell,, Nofth-Carplir,ta-28,18
Dear Mrs. Beard,
May 17,2017
ROV;C00PER
doveinor
WCS: REGAN
Secritaijv
:JAY Z W N
ItE: S1,004CARtig,45,qnnspewn'Report
"I A— ort .
.
Q0159,45
l50piiii.V,:-Bl' kb.e#,d Lane
RoWaln, U.C,
8,ncfqse-d`ypp.wiil find the f6p rtI6 , IJahcd inspection § that Was condkied on Mayhilai 12 7_.1
_fthi_�.poene�dtld " p n p n t
,-Your, treatment and disposal 4ys.pWappear"W�be opet6ting W611; howev&,sspection inspection . eiled re ,a
-t t , v
topple of issues to address 6 10, compliance with con ditloihs;of'theper
P, the, visual component of the tre4tmeqt*
; st,efiVshi
— .-g,h-water, alarm. ,was inooerablee- The
audible component could barely . 6 ­hea'rd. ThIsVds'-,discu!&,d With,y6urson durin&the
ffispetftion,and he isA, Wre0airthese items;Thb MRQ is requestingthat.a copy"ofthe:recelpts- be=
submitted to Ridibate,cdmolbti6h, of the, repai I rs.,
40, The two wire f6nce:js 6nia ged andpWill need to be repaired. This..was discussed With, -your son
during the in4pec ton.
Th(Srpe
rmit p ua Please -subiit.th6oermit:eep--ew-ai—applic
ation
180, days prior to ttfe,iegoiratibn date.
The -report --should -he.'s'elf-ex'plan6tory;%howev.er-,,,should you have any questions, feel free to contact me'
by.emall or. phone at 704-4354,158- or by; email -at edward.watson@n"cdgrYr.Rov-.,
ihcerelw
wirowotsqn, 4 d [y, rogeo 6
WorpsVik. Regional Off
Water QualitV'Regictna I :Operations Sectioh,
.bivisibri.,cif Water
State 6fNorih.-CaiolifialEii*irofiiiiefit,lQualiiylWaterkesou,m;§,[.Waier.06plityOggionafopeption S;
_Ntooresville.Regio naI.,QfftQflfi1Q . East C I enter Ave . nue: Su . Rd 3011 Mooresville North Carolina 281*15
704'66 k'0001

Enclos.ure(s) Inspection Report May 2017

permit: WQ0015945 Owner -Facility: Linda Beard
Inspection Date: 05112/2017 Inspection Type : Compliance Evaluation Reason for Visit: Routine
_Type
Yes No NA NE
Lagoon Spray, LR
❑
Infiltration System
❑
Reuse (Quality)
❑
Activated Sludge Drip, LR
❑
Activated Sludge Spray, HR
❑
Activated Sludge Spray, LR
❑
Recycle/Reuse
❑
Single Family Drip
❑
Single Family Spray, LR
Treatment Yes No NA NE
Are Treatment facilities consistent with those outlined in the current permit? M ❑ ❑ ❑
Do all treatment units appear to be operational? (if no, note below.) i ❑ ❑ ❑
Comment: Treatment is achieived through Chlorine tablets. The tablet feed unit was full and the feeder
appeared to be in good condition.
Treatment Filters
Yes No NA NE
Is the filter media present? M ❑ ❑ ❑
Is the filter media the correct size and type? ❑ ❑ ❑
Is the air scour operational? ❑ ❑ ❑
Is the scouring acceptable? ❑ ❑ M ❑
Is the clear well free of excessive solids? ❑ ❑ ❑
Is the mud well free of excessive solids and filter media? ❑ ❑ ❑
Does backwashing frequency appear adequate? ❑ ❑ 0 ❑
Comment: The system employs a sand filter with a gravel cover. The filter was free from vegetation and
was well maintained.
Treatment Disinfection
Yes No NA NE
Is the system working?
M ❑ ❑ ❑
Do the fecal coliform results indicate proper disinfection?
❑ ❑ 0 ❑
Is there adequate detention time (>=30 minutes)?
❑ ❑ ❑
Is the systemproperly maintained?
0 ❑ ❑ ❑
If gas, does the cylinder storage appear safe?
❑ ❑ . ❑
Is the fan in the chlorine feed room and storage area operable?
❑ ❑ M ❑
Is the chlorinator accessible?
❑ ❑ ❑
If tablets, are tablets present?
0 ❑ ❑ ❑
Are the tablets the proper size and type?
❑ ❑ ❑
Page: 3

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Permit: WQ0015945 Owner -Facility: Linda Beard
Inspection Date: 06/12/2017 Inspection Type : Compliance Evaluation Reason for Visit Routine
Comment: Flow records and application records are maintained on computer. However, a print-out was
made available for the site inspection. Many of the Land Applications and Lab Ananlysis
questions do not apply for SFR facilities.
End Ilse -Irrigation
Yes Na NA NE
Are buffers adequate?
❑ ❑ ❑
Is the cover crop type specified in permit?
❑ ❑ ❑
Is the crop cover acceptable?
■ ❑ ❑ ❑
Is the site condition adequate?
❑ ❑ ❑
Is the site free of runoff / ponding?
❑ ❑ ❑
Is the acreage specified in the permit being utilized?
❑ ❑ ❑
Is the application equipment present?
❑ ❑ ❑
Is the application equipment operational?
❑ ❑ ❑
Is the disposal field free of limiting slopes?
■ ❑ ❑ ❑
Is access restricted and/or signs posted during active site use?
❑ ■ ❑ ❑
Are any supply wells within the CB?
❑ ❑ N ❑
Are any supply wells within 250' of the CB?
❑ ■ ❑ ❑
How close is the closest water supply well?
❑ ❑ ❑
Is municipal water available in the area?
❑ 0 ❑ ❑
# Info only: Does the permit call for monitoring wells?
❑ M ❑ ❑
Are GW monitoring wells located properly w/ respect to RB and CB?
❑ ❑ M ❑
Are GW monitoring wells properly constructed, including screened interval?
❑ ❑ 0 ❑
Are monitoring wells damaged?
❑ ❑ 0 ❑
Comment: The closest WSW is up gradiant from the application site. The well is over 500 ft. from the
Application field and the well depth is 600 ft bls.
Page: 5

State of North Carolina
Department of Environmental Quality
Division of Water Resources
01 ­
= NON -DISCHARGE SYSTEM RENEWAL
`blvision of Water Resources FORM: NDSR 06-16
I. PERMITTEE INFORMATION:
1. Permittee'sname: 3R7n1_=-s E ,t�j;,dc1 (J-ea+-d,
2. Signature authority's name: pg t.,I per 15A NCAC 02T .0106(b) Title: f? CC)aee_5
3. Permittee's mailing address: of o /? &ekbarI
City: _koc&e// State: t4C. Zip: 9-9,-
4. Permittee's contact information: Phone number: (70) Uq- 65 s1-
II. FACILITY INFORMATION:
Email Address: I b @_ - C n ®ViF
1. Facility name: tcc, q a+-
2. Facility's physical address: Dom! /,j/& Jy1d24u(- /eLlie_ City: iejI State: �� Cs Zip: �ibCounty&L
I I-M-M 01U UT 10 1UI .141L;- - - e
1. Existing permit number: WQ0015945 and most recent issuance date: `74.0-11 8-_x retd6d u/ }
2. Existing permit type: Select �Pp_ f 5L164W
3. Has the facility been constructed? MYes or ❑ No
Applicant's Certification per 15A NCAC 02T .0106(b):
I,
(Signature Authority's name & title from Application Item I.2.)
a) O-
(Facility
tX4_(.L_
Application Item II. I.)
JUL 3 12017
Non -Discharge
Permitting Unit
that this application for
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that any discharge of wastewater
from this non -discharge system to surface waters or the land will result in an immediate enforcement action that may include civil
penalties, injunctive relief, and/or criminal prosecution. I will make no claim against the Division of Water Resources should a condition
of this permit be violated. I also understand that if all required parts of this application package are not completed and that if all required
supporting information and attachments are not included, this application package will be returned to me as incomplete. I further certify
that the Applicant or any affiliate has not been convicted of an environmental crime, has not abandoned a wastewater facility without
proper closure, does not have an outstanding civil penalty where all appeals have been exhausted or abandoned, are compliant with any
active compliance schedule, and do not have any overdue annual fees per 15A NCAC 02T .0105(e).
NOTE — In accordance with General Statutes 143-215.6A and 143-215.613, any person who knowingly makes any false statement,
representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may include a fine not to
exceed $10,000 as well as civil penalties up to $25,000 per violation.
Signature: Date: l — c, 4 —
FORM: NDSR 06-16 Page 1 of 1

HCSLif�Bi v5�3iF�t10'? t�ui!'J9"�
OPERATION AND MAINTENANCE AGREEMENTP 20
09
SINGLE FAMILY RESIDENCE SURFACE IRRIGATION SYSTEM
DB71SION OF WATER QUALITY
Property Owner(s) (as ap can on theproperty deed): i-o"""'y lGu i
�rl ` / i !'dAh mil'
Mailing Address:
Facility Address (if different than above):
/ e&,tz /Zc
Disposal Method: SPRAY IRRIGATION o DRIP IRRIGATION (Check One)
County: L m✓ Permit No. ��.1 V �`��� rlq_, i`—
,,
I/We agree to operate and maintain the wastewater treatment system as follows:
1. The Permittee is responsible for the operation and maintenance of the entire treatment and disposal
system including, but not limited to, the following items:
a. The septic tank shall be checked annually and pumped out as needed. The effluent filter shall be
checked and cleaned at the same frequency of the septic tank.
b. The sand filter surface shall be raked and leveled every six (6) months and any vegetative growth
shall be removed by hand [accessible sand filters only].
c. Check one:
The tablet chlorinator shall be checked every week. Tablets shall be added so as to provide
proper chlorination.
o The ultraviolet disinfection unit shall be checked every week. The lamp shall be cleaned
and/or replaced to ensure proper disinfection.
d. The storage, pump, and alarm systems shall be inspected monthly. The scum layer shall be
removed at the same time interval as the septic tank is pumped out.
e. The irrigation system shall be inspected monthly to make certain of proper operation, that
vegetative growth does not interfere with the system inspection or operation, that the soil is
assimilating the disposed treated wastewater with no surface runoff, and that no objectionable
odors are being generated.
2. Failure of the Perraittee to properly operate this system is subject to a penalty up to S25,000 per day.
3. Failure to meet the permit conditions or violation of the State's surface or groundwater regulations
will require evacuating the dwelling and may void the permit.
NOTE: All persons (owners) appearing on the legally registered property deed must sign this O&M
Agreement
I/We understand the above requirements and
Owner(s) Signature(s):
Owner(s) Signature(s):
to these terms as part of the issued permit.
SFR 0&M (versikn 07107)
Date:
Date: `% - � _,! '_9

Beverly Eaves Perdue
Governor
Mr. & Mrs. James Beard
280 Blackbeard Lane
Rockwell, North Carolina 28138
Dear Mr. & Mrs. Beard:
Division of Water Quality.
Coleen Sullins
Director
Dee Freeman
Secretary
July 22, 2011
Enclosed you will find the report for the tri-annual compliance inspection that I conducted on July 20, 2011.
Your treatment and disposal system is operating well and is in compliance with the conditions of your
permit.
Please note that, as a result of action by the North Carolina General Assembly, the expiration date of your
permit has been extended until January 31, 2018. An extension shall be requested six months prior to the
new expiration date.
Should you have any questions, please feel free to call me at 704/235-2183.
Sincerely,
V
Peggy Finley
Environmental Specialist
Division of Water Quality Mooresville Regional Office
Aquifer Protection Section 610 E. Center Ave., Ste. 301
Customer Service 1-877-623-6748 Mooresville, NC 28115
Phone: [phone]

MCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality Dee Freeman
Beverly Eaves Perdue Coleen H. Sullins
Governor
Director Secretary
February 6, 2009
Janes and Linda Beard
280 Blackbeard Lane
RockNkrell, NC 28138
Subject: Permit No. WQ0015945 .
James and Linda Beard SFR
Surface Irrigation Facility
Rowan County
Dear Ms. Beard:
In accordance with your permit renewal request received September 24, 2008, we are forwarding
herewith Permit No. WQ0015945, dated Febivary 6, 2009, to James and Linda Beard for the continued
operation of the subject single family wastewater treatment and surface irrigation facilities.
This permit shall be effective from the date of issuance until January 31, 2014, shall void Permit No.
WQ0015945 issued April 28, 2004, and shall be subject to the conditions and limitations as specified
therein. Please pay particular attention to the monitoring requirements in this permit. Failure to establish
an adequate system for collecting and maintaining the required operational information will result in
future compliance problems.
.An extension shall be requested at least six (6) months prior to the expiration of this permit. Upon receipt
of the request the Commission will review the adequacy of the facility described therein and, if warranted,
will extend the permit for such period of time and under such conditions and limitations as it may deem
appropriate.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to
request an adjudicatory hearing upon written request within thirty (30) days following receipt of this
permit. This request must be in the form of a written petition, conforming to Chapter 150B of the North
Carolina General Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service
Center, Raleigh, NC 27699-6714. Unless such demands are made'this permit shall be final and binding.
Please contact John McCray at [phone] if you need additional information concerning this matter.
Sincerely,
J�'
J
Coleen H. Sullins
cc: Rowan County Health Department
Mooresville Regional Office - Aquifer Protection Section
Technical Assistance and Certification Unit
APS Central Files (WQ0015945)
Notebook Files
Aquifer Protection Section 1636 Mail Service Center Raleigh, NC 27699-1636
Internet: httpJ/h2o.enr.state.nc.us 2728 Capital Boulevard Raleigh, NC 27604
An Equal Opportun'dylAffirmabve Action Employer — 50% Recycledf10% Post Consumer Paper
One
NCarolina
NRurally
Phone [phone] Customer Service
Fax [phone]
Fax [phone]

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
RALEIGH
SINGLE FAMILY RESIDENCE SURFACE IRRIGATION PERMIT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as
amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
James and Linda Beard
Rowan County
FOR THE
continued operation of a 480 gallon per day (GPD) surface irrigation wastewater treatment and disposal
system consisting of a 1,200 gallon baffled septic tank; a 169 square foot recirculating (3:1), pressure
dosed, surface sand filter with a 14.8 gallon per minute (GPM) pump, a 3,000 gallon recirculation tank, a
tablet chlorinator, a 1,000 gallon storage/pump tank, a 21 GPM dosing pump with audible and visual
high-water alarms, a 20,106 square foot spray irrigation area with four full -circle, non -overlapping, 80
foot diameter, 5.2 GPM sprinkler heads, a precipitation/soil moisture sensor, and all associated piping and
appurtenances, to serve the James and Linda Beard residence with no discharge of wastes to the surface
waters, pursuant to the application received September 24, 2008, and in conformity with the project plan,
specifications, and other supporting data subsequently filed and approved by the Department of
Environment and Natural Resources and considered a part of this permit.
This permit shall be effective from the date of issuance until January 31, 2014, shall void Permit No.
WQ0015945 issued April 28, 2004, and shall be subject to the following specified conditions and
limitations: _ - -- -- - - - --- -- - -
I. PERFORMANCE STANDARDS
The surface irrigation facilities shall be effectively maintained and operated at all times so that
there is no discharge to surface waters, nor any contamination of ground waters, which will
render them unsatisfactory for normal use. In the event that the facilities fail to perform
satisfactorily, including the creation of nuisance conditions or failure of the irrigation area to
adequately assimilate the wastewater, the Permittee shall take immediate corrective actions
including those actions that may be required by the Division of Water Quality, such as the
construction of additional or replacement wastewater treatment and disposal facilities.
2. The issuance of this permit shall not relieve the Permittee of the responsibility for damages to
surface or ground waters resulting from the operation of this facility.
The residuals generated from these treatment facilities must be disposed in accordance with
General Statute 143-215.1 and in a manner approved by the Division.
4. Diversion or bypassing of the untreated wastewater from the treatment facilities is prohibited.

5. The following set -backs shall be maintained:
a. 400 feet between wetted area and any residence or places of public assembly under separate
ownership,
b. 150 feet between wetted area and property lines,
c. 100 feet between wetted area and wells,
d. 100 feet between wetted area and drainage ways or surface water bodies,
e. 50 feet between wetted area and public right of ways,
f. 100 feet between treatment/storage units and any wells,
g. 50 feet between treatment units and property lines, and
h. 100 feet between wetted area and swimming pools.
Some of the set -backs specified above may not have been included in previous permits for this
waste treatment and disposal system. These set -backs are not intended to prohibit or prevent
modifications, which are required by the Division, to improve performance of the existing
treatment facility. These set -backs do, however, apply to modifications of the treatment and
disposal facilities that are for the purpose of increasing the flow that is tributary to the facility.
These set -backs do apply to any expansion or modification of the surface irrigation areas and
apply in instances in which the sale of property would cause any of the set -backs now complied
with, for the treatment and disposal facilities, to be violated. The applicant is advised that any
modifications to the existing facilities will require a permit modification.
6. The pump tank(s) shall have functional audible and visual high water alarms that are external to
any structure.
H. OPERATION AND MAINTENANCE REOUIREMENTS
1. The facilities shall be properly maintained and operated at all times.
2. Upon classification of the wastewater treatment and surface irrigation facilities by the Water
Pollution Control System Operators Certification Commission (WPCSOCC), the Permittee
shall designate and employ a certified operator to be in responsible charge (ORC) and one or
more certified operator(s) to be back-up ORC(s) of the facilities in accordance with 15A NCAC
8G .0201. The ORC shall visit the facilities in accordance with 15A NCAC 8G .0204 or as
specified in this permit and shall comply with all other conditions specified in these rules.
3. A suitable year round vegetative cover shall be maintained over the irrigation area.
4. Irrigation shall not be performed during inclement weather or when the ground is in a condition
that will cause runoff.
5. Adequate measures shall be taken to prevent wastewater runoff from the irrigation field.
6. The application rate shall not exceed a cumulative loading of 14.0 inches over any twelve (12)
month period at an instantaneous application rate not to exceed 0.15 inches per hour.
7. The facilities shall be effectively maintained and operated as a non -discharge system to prevent
the discharge of any wastewater resulting from the operation of this facility.
8. No type of wastewater other than that from the Beard residence shall be sprayed onto the
irrigation area.
9. No traffic or equipment shall be allowed on the disposal area except while installation occurs or
while normal maintenance is being performed.
10. The irrigation field shall be fenced with at least a two -strand wire fence.

11. Wastewater treatment units open to the atmosphere shall have restricted access and pump
control panels shall be locked.
12. The Permittee is responsible for the operation and maintenance of the entire treatment and
disposal system including, but not limited to, the following items:
a. The septic tank shall be checked annually and pumped out as needed. The septic tank
effluent filter shall be checked and cleaned at the same frequency of the septic tank.
b. The tablet chlorinator shall be checked every week. Tablets shall be added to provide
proper chlorinatioll.
c. The storage, pump, and alarm systems shall be inspected monthly. The scum layer shall be
removed at the same interval as the septic tank is cleaned out.
d. The system shall be inspected monthly to make certain of the proper operation of -the spray
head(s), that the vegetative growth allows a proper spray pattern, that the soil is
assimilating the disposed treated wastewater with no surface runoff, and that no
objectionable odors are being generated.
III. MONITORING AND REPORTING REQUMEMENTS
1. Any monitoring deemed necessary by the Division to insure surface and ground water
protection will be established and an acceptable sampling reporting schedule shall be followed.
2. The Permittee shall maintain records of all maintenance performed on the system and irrigation
area, as required in Condition II(12) for a minimum of five years. This information shall be
provided to the Division upon request.
3. Noncompliance Notification:
The Permittee shall report by telephone to the Mooresville Regional Office, telephone number
[phone], 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 process unit failure, due to known or unknown reasons, that renders the facility
incapable of adequate wastewater treatment, such as mechanical or electrical failures of
pumps, -spray Leads, etc.; or -
b. Any failure of a pumping station or treatment facility resulting in a by-pass directly to
receiving waters without treatment of all or any portion of the influent to such station or
facility.
Occurrences outside normal business hours may also be reported to the Division's Emergency
Response personnel at telephone number [phone] or [phone]. Persons reporting
such occurrences by telephone shall also file a written report in letterform within five (5) days
following first knowledge of the occurrence. This report must outline the actions taken or
proposed to be taken to ensure that the problem does not recur.
IV. INSPECTIONS
1. Adequate inspection, maintenance, and cleaning shall be provided by the Permittee to insure
proper operation of the subject facilities.

2. Any duly authorized officer, employee, or representative of the Division may, upon
presentation of credentials, enter and inspect any property, premises or place on or related to
the disposal site or facility at any reasonable time for the purpose of determining compliance
with this permit, may inspect or copy any records that must be maintained under the terms and
conditions of this permit, and may obtain samples of groundwater, surface water, or leachate.
V. GENERAL CONDITIONS
1. This permit shall become void unless the facilities are constructed in accordance with the
conditions of this permit, the approved plans and specifications, and other supporting data.
2. This permit is effective only with respect to the nature and volume of wastes described in the
application and other supporting data.
3. This permit is not _transferable. - - In. the event. there is a- desire for the facilities_ to change
ownership, or there is a name change of the Permittee, a formal permit request must be
submitted to the Division accompanied by documentation from the parties involved, and other
supporting materials as may be appropriate. The approval of this request will be considered on
its merits and may or may not be approved.
4. Upon the availability of a municipal or regional sewerage collection system, the subject
wastewater treatment facilities shall be abandoned with guidance from the Division and all
wastewater discharged into the municipal or regional sewerage system.
5. Failure to abide by the conditions and limitations contained in this permit may subject the
Permittee to an enforcement action by the Division in accordance with North Carolina General
Statute 143-215.6A to 143-215.6C.
6. The issuance of this permit does not preclude the Permittee from complying with any and all
statutes, rules, regulations, or ordinances, which may be imposed by other government agencies
(local, state, and federal), which have jurisdiction.
7. This permit may be revoked if the Permittee fails to abide by the conditions of the "Operation
and Maintenance Agreement" previously signed by the Permittee.
8. The Permittee shall retain a set of approved plans, specifications of the subject facility for the
life of the project.
9. The Permittee shall pay the annual administering and compliance fee within 30 days of being
billed by the Division. Failure to pay the fee accordingly may cause the Division to initiate
action to revoke this permit as specified by 15A NCAC 2T .0105(e)(3).
10. The Permittee, at least six (6) months prior to the expiration' of this permit, shall request its
extension. Upon receipt of the request, the Commission will review the adequacy of the
facilities described therein, and if warranted, will extend the Permit for such period of time and
under such conditions and limitations, as it may deem appropriate.

Permit issued this the 6'h day of February, 2009
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
J L/
Coln H. Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0015945

80°26'W
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science for a changing world
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35"34'3'N
80'26'31"W Map EMent 80'16'37"W
35"28'9"N
The
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Map
http://nationalmap.gov/
Geographic Coordinate System (WGS84)

Michael F. Easley, Governor
William G. Ross Jr., Secretary
f A j r ,1n �/ North Carolina Department of Environment and Natural Resources
I = fIJ^J V Coleen H. Sullins, Director
i Division of Water Quality
AQUIFER PROTECTION SECTION
July 6, 2007
Linda Beard
280 Blackbeard Lane
Rockwell, North Carolina 28138
RE: Surface Irrigation Inspection Report
W00015945
Facility: Linda Beard Residence SFR
Rowan County
Dear Mrs. Beard:
Enclosed you will find the report for the tri-annual compliance inspection that I conducted on July 3,
2007. The report should be self-explanatory. Please note the recommendation regarding the
depressions in the spray field.
Should you have any questions, please feel free to call me at 703/235-2183.
Sincerely,
Peggy Zey
Environmental Specialist
MAF/SFR/Beard Residence inspect rpt 7-6-07
- One
Division of Water Quality / Aquifer Protection Section / Mooresville Regional Office Phone: [phone] Fax: [phone] N�o�Carolina
w
610 East Center Avenue, Suite 301, Mooresville, NC 28115 Customer Service 1-877-623-6748 Internet: ww.ncwaterguality.org Naturally

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
Michael F. Easley, Governor
William G. Ross, Secretary
Coleen H. Sullins, Director.
174 - ]W
NCDENR
NON -DISCHARGE COMPLIANCE INSPECTION
Single Family Spray/Drip Irrigation
GENERAL INFORMATION
City/Town/Owner: Linda Beard County: Rowan
Permit # WQ0015945 Project: Beard Residence SFR
Issuance Date: 4/28/04 Expiration Date: 3/31/09
Permittee Contact Tel. No.: 704209-0553
ORC Name: NA Telephone No.:
Reason for Inspection
X ROUTINE COMPLAINT FOLLOW-UP OTHER
Inspection Summary: (additional comments may be included on attached pages)
The treatment system consists of a 1,200-gal. septic tank, 169 sq-ft. re -circulating sand filter,
a 3,000-gal recirculation tank, a tablet chlorinator, a 1,000-gal pump tank with audible and
visual alarms. The irrigation system consists of a 20,106 sq-ft spray field with four sprinkler
heads and a rain/soil measure sensor. The system has been well maintained and appears to
be working properly. The spray field is in excellent condition. However, the two shallow
depressions need to be brought up to grade and seeded when the climate allows.
Records were in good order.
Is a follow�up inspection necessary yes no X
Inspector's Name/Title: Peggy Finley, Environmental Specialist
Telephone No. 704/235-2183 Fax No. 704/663-6040
Date of Inspection: 7/3/07

Single Family Spray/Drip Irrigation Inspection
WQ0015954
Treatment
Y Are treatment facilities consistent with those outlined in the current permit.
Y Do all treatment units appear to be operational. If no, note below.
_Y Sand filter raked and vegetation removed within last 6 months?
Disinfection
Y Tablets In chlorinator? _Y_
UV system Spare bulb on hand?
Effluent Storage
In ground dosing tank _X_ Other:
Number of days storage Spill control plan on site
Y Alarm system tested
page 2
Disposal (final end use)
_N_ Is application equipment in need of repair?
Y Are buffers adequate?
_N_ Are cover crops the type specified in permit? _N_ In need of improvement?.
Signs of runoff? _Y*_ Signs of ponding? Signs of drift?
Y Rain/moisture sensor in place and operational?
Comments:
Y Is the acreage specified in the permit being utilized?
Y Is the application equipment present and operational?
N Are there any limiting slopes in disposal fields?
NA Are restrictions for use of these areas specified?
Y Is permit being followed?
Y Is site access restricted in accordance with permit? If so, how? Double strand wire
fence.
Y Is permit available upon request?
Y Are operational logs present?
Y Are operation and maintenance records available?
N Has permittee received any public complaints in the last 12 months?
Comments: * There are two shallow depressions in the spray field that were created from
the removal of trees. The deeper color of the grass in those areas indicates that ponding
has occurred.

280 Blackbeard Lane 28138 - Google Maps % Page 1 of 1
Address 280 Blackbeard Ln
Oi�� Rockwell, NC 28138
mapsSle,
280 Blackbeard Ln
Rockwell, NC 28138
1 http://maps.google.com/maps?f=q&hl=en&q=280+Blackbeard+Lane+28138&sll=37.0625... 4/11/2007

NON -DISCHARGE REGIONAL WATER QUALITY
STAFF REPORT AND RECOMMENDATIONS
Date:03-08-2004 County: Rowan
To: _Non -Discharge Permitting Unit Permitee: James & Linda Beard
NDPU Reviewer: Tony Wyche Application No.: W00015945
Regional Login No: MRO
GENERAL INFORMATION
1. This application is (check all that apply): ❑ New ®. Renewal
❑ Minor Modification ❑ Major Modification
® Surface Irrigation ❑ Reuse ❑ Recycle ❑ High Rate Infiltration ❑ Evaporation/Infiltration Lagoon
❑ Land Application of Residuals ❑ Attachment 313 included as appropriate ® 503 Regulated ❑ 503
Exempt
❑ Distribution of Residuals ❑ Surface Disposal
2. Was a site visit conducted in order to prepare this report? ® Yes or ❑ No.
a. Date of site visit: 03-02-2004
b. Person contacted and contact information: Jeffery Beard, 704/209-0552
c. Site visit conducted by: Samar Bou-Ghazale
d. Inspection report attached: ❑ Yes or ® No.
3. Is the following information entered into the BIMS record for this application correct?
❑ Yes or ® No. If no, please complete the following or indicate that it is correct on the current
application.
For Treatment Facilities:
a. Location: Rowan County
b. Driving directions: From the -junction of Old Beatty Ford Road (SR 1221) and Emanuel Church
Road (SR 2338) approximated 2.5 miles south of -the Town of Rockwell, Rowan County, travel
south on SR 2338 approximately 0.25 mile to the intersection with Blackbeard Ln. Turn Right on
Blackbeard Ln and travel approximately 0.2 mile to the site located on the left.
c. USGS quadrangle map name and number: Rockwell, N.C.
d. Latitude: 35.30.28 Longitude: 80.23.20
e. Regulated activities / type of wastes (e.g., subdivision, food processing, municipal wastewater):
For Disposal Sites:
a. Location(s): N/A
FORM: NDSRR 03/02 1

RENEWAL AND MODIFICATIONAPPLICATIONS (use previous section for new or maior
modification systems)
DESCRIPTION OF WASTE(S) AND FACILITIES
1. Are there appropriately certified ORCs for the facilities? ® Yes or ❑ No.
Operator in Charge: Derek Beard Certificate #:26334
Back- Operator in Charge: N/A Certificate #:
2. Is the design, maintenance and operation (e.g. adequate aeration, sludge wasting, sludge storage,
effluent storage, etc) of the treatment facilities adequate for the type of waste and disposal system?
® Yes or ❑ No. If no; please explain:
3. Are the site conditions (soils, topography, etc) maintained appropriately and adequately assimilating
the waste? ® Yes or ❑ No. If no, please explain:
4. Is the residuals management plan for the facility adequate and/or acceptable to the Division?
® Yes or ❑ No. If no, please explain:
5. Are the existing application rates (hydraulic or nutrient) still acceptable? ® Yes or ❑ No. If no,
please explain:
6. Are there any buffer conflicts (treatment facilities or disposal sites)? ❑ Yes or ® No. If yes, please
attach a map showing conflict areas or attach any new maps you have received from the applicant to
be incorporated into the permit:
7. Is the type and/or volume of waste(s) as written in the existing permit correct? ® Yes or ❑ No. If
no, please explain:
8. Is the description of the facilities as written in the existing permit correct? ® Yes or ❑ No. If no,
please explain:
9. Has a review of all self monitoring data been conducted? ❑ Yes or ® No. Please summarize any
findings resulting from this review:
10. Check all that apply: ® No compliance issues; ❑ Notice(s) of violation within the last permit cycle;
❑ Current enforcement action(s) ❑ Currently under SOC; ❑ Currently under JOC; ❑ Currently
under moratorium. If any items checked, please explain and attach any documents that may help
clarify answer/comments (such as NOV, NOD etc):
11. Have all compliance dates/conditions in the existing permit, SOC, JOC, etc. been complied with?
® Yes or ❑ No. If no, please explain:
FORM: NDSRR 03/02 2

12. Are there any issues related to compliance/enforcement that should be resolved before issuing this
permit? ❑ Yes or ® No. If yes, please explain:
E VAL UA TION AND RECOMMENDATIONS
1. Provide any additional narrative regarding your review of the application.: N/A
2. List any items that you would like NDPU to obtain through an additional information request. Make
sure that you provide a reason for each item: None.
3. List specific Permit conditions that you recommend to be removed from the permit when issued.
Make sure that you provide a reason for each condition: None
4. List specific special conditions or compliance schedules that you recommend to be included in the
permit when issued. Make sure that you provide a reason for each special condition: None
5. Recommendation: ❑ Hold, pending receipt and review of additional information by regional office;
❑ Hold, pending review of draft permit by regional office; ® Issue; ❑ Deny. If deny, please state
reasons:
6. Signature of report preparers
Signature of WQS regional supervisor:
Date: 3' �,L•
ADDITIONAL REGIONAL STAFF REVIEW ITEMS
The wastewater treatment facility and the spray irrigation field appeared to be in good condition at the
time of the investigation. Solids from the septic tank is pumped and hauled by Rowan Septic Tank to
a disposal site approved by the Solid Waste Section . Rowan Septic Tank was issued permit No. 80-
02 from the Solid Waste Section with an expiration date of 8-13-05.
FORM: NDSRR 03/02 3

SOC PRIORITY PROJECT: Yes Now`
To: Permits and Engineering Unit
Water Quality Section
Attention: Joni Cardin
Date: October 15, 1998
NON -DISCHARGE STAFF REPORT AND RECOMMENDATION
COUNTY: Rowan
Permit No. WQ0015945
MRO No. 98-083
PART I - GENERAL INFORMATION
1. Facility and Address: James and Linda Beard Residence
231 Lakeview Drive
Harrisburg, North Carolina 28075
2. Date of Investigation: 10-14-98
3. Report Prepared By: G. T. Chen
4. Persons Contacted and Telephone Number: Mr. James Beard,
Owner of Property, [phone]
5. Directions to Site: From the junction of Old Beatty Ford Road
(SR 1221) and Emanuel Church Road (SR 2338), approximately 2.5
miles south of the Town of Rockwell, Rowan County, travel
south on SR 2338 approximately 0.25 mile. Turn right (west)
onto a gravel road and travel approximately 0.20 mile. The
site for a proposed spray irrigation system is on the left
(south) side of the gravel road, in a wooded area.
BG,4c,C-a61,e 1) GN
6. Size (land available for expansion and upgrading): Ample land
area available for expansion/upgrading.
7. Topography (relationship to 100 year flood plain included):
Sloping south toward a wooded area at the rate of 3 to 5%.
The site does not appear to be in a flood plain.
Attach a U.S.G.S. map extract and indicate facility site.
USGS Quad
No.:
E
17 SW
USGS Quad
Name:
Rockwell, NC
Latitude:
350
30'
28"
Longitude:
800
23' 20"

r
r i
.8. Any buffer conflicts with location of nearest dwelling and
water supply well: Yes Now_ If Yes, explain:
9. Watershed Stream Basin Information:
a. Watershed'Classification: C
b. River Basin and Subbasin No.: Yadkin Pee -Dee & 03-07-04
C. Distance to surface water from disposal system: Greater
than 300 feet to wet weather drainage ditches to an
unnamed tributary to Second Creek.
PART II - DESCRIPTION OF WASTES AND TREATMENT WORKS
1. a. Volume: 0.00048 MGD (Design Capacity)
Residuals: N/A tons per year
b. Types and quantities of industrial wastewater: N/A.
C. Pretreatment Program (POTWs only): N/A.
2. Treatment Facilities
a. What is the current permitted capacity of the facility?
N/A. Proposed facility.
b. What is the actual treatment capacity of the current
facility (design volume)? N/A. Proposed facility.
C. Please provide a description of existing or substantially
constructed wastewater treatment facilities: N/A.
Proposed facility.
d. Please provide a description of proposed wastewater
treatment facilities: The proposed wastewater treatment
facility is a spray irrigation system which will consist
of a septic tank (1,200 gallon capacity), a surface sand
�0y�"r filter (13' X 131, 3 :1 recirculation ratio) , tablet
�ovI chlorination, a 1,000 gallon irrigation pump tank, and a
spray irrigation field.
3. 'P'Residuals handling and utilization/disposal scheme: No solids
disposal scheme is available at this time. The applicant
needs to submit a solid waste management plan to DWQ for
Non -Discharge Permit Staff Report
Version 10192
Page 2

RIP
approval, if solids generation is expected.
a. If Residuals are being land applied, please specify
DWQ Permit No.: N/A
Residual Contractor: N/A
Telephone Number: N/A
b. Residuals stabilization: PSRP: N/A
PFRP: N/A
Other: N/A
C. Landfill: N/A
d. Other disposal/utilization scheme (specify): N/A
4. Treatment plant classification (attach completed rating
sheet): Spray Irrigation Classification, see attached rating
sheet.
5. SIC Code (s) : 9999
Wastewater Code (s)
Primary: 04 Secondary:
Main Treatment Unit Code: 45057
PART III - OTHER PERTINENT INFORMATION
1. Is this facility being constructed with Construction Grant
Funds (municipals only)? N/A
2. Special monitoring requests: N/A
3. Important SOC, JOC or Compliance Schedule dates: (Please
indicate) : N/A/
4. Air Quality and/or Groundwater concerns or hazardous materials
utilized at this facility that may impact water quality, air
quality, or groundwater: The proposed facility is to treat
domestic wastewater through a septic tank/recirculating sand
filter system. Treated wastewater is disposed of by a spray
irrigation system. There are no known air quality,
groundwater or hazardous material concerns.
Non -Discharge Permit Staff Report
Version 10192
Page 3

5. Other Special Items: N/A.
. PART IV - EVALUATION AND RECOMMENDATIONS
The applicant (James and Linda Beard) requests a Non -discharge
Permit for the construction and operation of a proposed spray
irrigation system to treat and dispose of 480 GPD domestic
wastewater to be generated from a proposed residence.
Rowan County Health Department (RCHD) has rejected the site
for a subsurface disposal system due to the unsuitability of the
soil. Mr. Tony C. Jacobs, Consulting Soil Scientist confirmed
RCHD's conclusion and determination, and recommended the site for
a spray irrigation system.
Pending final review and approval by the SERG, it is
recommended that a Non -discharge Permit be issued to the applicant.
Signature of Report Preparer
Water Quality
i
Date
onal Supervisor
Non -Discharge Permit Staff Report
Version 10192
Page 4

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The following
(3)
(4)
(5)
scale is used for rating wastewater treatment facilities: (circle appropriate points)
ITEM POINTS
Industrial Pretreatment Units or Industrial Pretreatment Program (see dellnhion No. 33)...................................................4
DESIGN FLOW OF PLANT IN gpd [not applicable to non -contaminated cooling waters, sludge handling facilities for
water purification plants, totally closed cycle systems(see definition No. 11), and facilities consisting only of hem
(4)(d) or Items (4)(d) and (11)(d))
0 - 20,000................................................................................................................................................1
20,001 - 50,000......................................................................................................................................2
50.001 - 100,000.....................................................................................................................................3
100,001 250,000 ...................................................................................................................................4
250,001 - 500,000........................:.........................................................................................................5
500,001 1,000,000 ................................................................................................................................8
1,000,001 - 2,000.000:..........................................................................................................................10
2.000.001 (and up) rate 1 point additional for each 200.000 gpd capacity up to a maximum of .................30
Design Flow (gpd)
PRELIMINARY UNITS/PROCESSES (see definition No.32)
(a) Bar Screens...............................................................................................................................................I
or
(b) Mechanical Screens, Static Screens or Comminuting Devices..........................................................................2
(c) Grit Removal..............................................................................................................................................1
or
(d) Mechanical or AeratedGrRRemoval .............................................................................................................2
(e) Flow Measuring Device................................................................................................................................1
or
(1) Instrumented Flow Measurement................................................................................................................2
(g) Preaeratlon...............................................................................................................................................2
(h) Influent Flow Equalization..........................................................................................................................2
(i) Grease or Oil Separators - Gravity.................................................................................................................2
Mechanical................................................................................................................................................ 3
DissolvedAir Flotation............................................................................................................................... e
()) Prechlorinatlon.........................................................................................................................................5
PRIMARYTRFATMENT U rTS(PROCESSES
(a) Septic Tank (see definition No. 43)............................................................................................................2
(b) Imhoff Tank..............................................................................................................................................5
(c) Primary Clarfflers.........................................................................................................................................5
(d) Settling Ponds or Settling Tanks for Inorganic Non•toxlc Materials (sludge handling facilities for water
purification plants, sand, gravel, stone, and other mining operations except recreational activities such as gem
orgold mining)........................................................................................................................................2
SECONDARY TREATMENTUNiT&PROCESSES
(a) Carbonaceous Stage
(i) Aeration -High Purity Oxygen System...............................................................................20
DiffusedAir System.......................................................................................................1 0
Mechanical Air System (fixed, floating or rotor)..................................................................8
SeparateSludge Reaeration.............................................................................................3
(II) Trickling Filter
HighRate.......................................................................................................................7
StandardRate...............................................................................................................5
PackedTower.................................................................................................................5
(ill) Biological Aerated Filter or Aerated Biological Filter ............................................................ t 0
(iv) Aerated Lagoons..........................................................................................................10
(v) Rotating Biological Contactors ......................................................................................10
(vl) Sand Filters -Intermittent biological..................................................................................2
Recirculatingbiological.....................................................................................................3
(vll) Stabilization Lagoons....................................................................................................5
(vill) Clarifier..........................................................................................................................S
(Ix) Single stage system for combined carbonaceous removal of BOD and nitrogenous removal by
nitrification (see definition No. 12)(Points for this hem have to be in addition to items
(5)(a)(1) through (5)(a)(vfil),
utilizing the extended aeration process (see delinfilon No.3a)...........................................2
utilizing other than the extended aeration process............................................................8
(x) Nutrient additions to enhance BOD removal ......................................................................5
(x1) Biological Culture ('Super Bugs')addhion........................................................................5
(b) Nitrogenous Stage
(I) Aeration - High Purty Oxygen System.............................................................................20
DiffusedAir System.......................................................................................................1 0
Mechanical Air System (fixed, floating or rotor)..................................................................8
SeparateSludge Reaeration.............................................................................................3
(II) Trickling Fllter-High Rate...................................................................................................7
StandardRate............................................................................................ 5
PackedTower........................................................................................
(III) Biological Aerated Filter or Aerated Biological Filter.............................................................10
(Iv) Rotating Biological Contactors ......................................................................................10
(v) Sand Fllter- Intermittent biological...................................................................................2
Recirculatingbiological.....................................................................................................3
(VI) Clarifier..........................................................................................................................5
TERTIARY OR ADVANCED TREATMENT UJrWROCESSES
(a) Activated Carbon Beds -
without carbon regeneration ...................................................................................................5
wti carbon regeneration.......................................................................................................1 5
1­L3d Carbon Feed-
.. .......................................................................................1 5
...............................................
....................................1 0
............................5
(1)
Post Aeration - cascade..............................................................................................................................0
diffusedor mechanical...............................................................................................:........2
(m)
Reverse Osmosis.........................................................................................................................................5
(n)
Sand or Mixed -Media Filters - low rate..........................................................................................................2
highrate......................................................................5
(o)
Treatment processes for removal of metal or cyanide...................................................................................1 5
(p)
treatment processes for removal of toxic materials other than metal or cyanide .............................................. i 5
(7)
SLUDGETREATMENT
(a)
Sludge Digestion Tank - Heated (anaerobic)...............................................................................................10
Aerobic:.....................................................................................................................................5
Unheated(anaerobic)
(b)
................................................................................................................................3
Sludge Stabilization (chemical or thermal)...................................................................................................5
(c)
Sludge Drying Beds - Gravity......................................................................................................................2
VacuumAssisted...............................:......................................................................................................5
(d)
Sludge Elutrlation......................................................................................................................................5
(e)
Sludge Conditioner (chemical or thermal).....................................................................................................5
(f)
Sludge Thickener (gravity).........................................................................................................................5
(g)
Dissolved Air Flotation Unit [not applicable to a unit rated as(3)(i)].............................................................a
(h)
Sludge Gas Utilization (including gas storage).............................................................................................2
(I)
Sludge Holding Tank - Aerated....................................................................................................................5
(J)
Non-aerated.............................................................................................................................................2
Sludge Incinerator (not Including activated carbon regeneration)
(k)
................................................................10
Vacuum Filter, Centrifuge, or Filter Press or other similar dewatering devices...................................................1 0
(8)
RESIDUALS UTILIZATIONIDISPOSAL (including Incinerated ash)
(a)
Lagoons..................................................................................................................................................2
(b)
Land Application (surface and subsurface) (see definition 22a)
by contracting to a land application operator or landfill operator who holds the land application permit
orlandfill permit .............. ........................................................................2
c
(DiS)7
Dedicated Landfill burial b the ermittee of the wastewater treatment facility 5
Landfill(burial) Y P y...............................................
9
( )
DISINFECTION
I
(a)
Chlorination.............................................................................................................................................5
(b)
Dechlorinalion..........................................................................................................................................5
(c)
Ozone......................................................................................................................................................5
(d)
Radiation.................................................................................................................................................5
(1 0)
CHEMICAL ADDITION SYSTEM(S) ( see definition No. 9) [not applicable to chemical additiorrs rated as Item (3)(I),
(5)(a)(xt),
(6)(a), (6)(b), (7)(b), (7)(e), (9a), (9)(b) or (9)(c) 5 points each:
List
5
...................................................................................................................................5
................................................................................................................................... 5
(1 1)
...................................................................................................................................... 5
MISCELLANEOUS UNiTSIPROCESSES
(a)
Holding Ponds, Holding Tanks or Settling Ponds for Organic or Toxic Materials Including wastes from mining
operations containing nitrogen or phosphorus compounds In amounts significantly greater than Is common
fordomestic wastewater............................................................................................................................4
(b)
Effluent Flow Equalization (not applicable to storage basins which are Inherent In land application systems)......2
(c)
Stage Discharge (not applicable to storage basins Inherent In land application systems)..................................5
(d)
Pumps.......................................................................................................................
(0)
(f)
Stand -By Power Supply.....................................................................................:.......................................3
Thermal Pollution Control Device
................................................................................................................ 3
TOTALPOINTS..........................................................................
CLASSIFICATION
ClassI...........................................................................................................5-25 Points
Class11..............................................................:..........................................26-50 Points
classIII ................. .......................................................................................51-65 Points
class1V .......................................................................................................66-Up Points
Facilities having a rating of one through four points, Inclusive, do not require a certified operator.
Facilities having an activated sludge process will be assigned a minimum classification of Class 11.
Facilities having treatment processes for the removal of metal or cyanide will be assigned a minimum classification of Class II.
Facilities having treatment processes for the biological removal of phosphorus will be assigned a minimum classification of Class III.
-------------------------------------------------------------
.0004 DEFINITIONS
The following definitions shall apply throughout this Subchapter.
(1) Activated Carbon Beds. A physicaVchemical method for reducing soluble organic material from wastewater effluent; The column -type beds used in this
method will have a flow rate varying from iwo to eight gallons per minute per square foot and may be either upflow or downflow carbon beds. Carbon may or
may not be regenerated on the wastewater treatment plant site;
ZyAoratad-La oons. A basin in which all solids are maintained In suspension and by which biological oxidation or organic matter Is reduced through artificially
accelerated transfer o o n-e w-through basis;
(3) Aeration. A process of bringing about Int ma ween air or high purify oxygen In a liquid by spraying, agitation or dlffuslon;(3a) Extended
Aeration. An activated sludge process utilizing a minimum hydraulic a on-11 18 hours.
(4) Agriculturally managed she. Any site on which a crop is produced, managed, and harvest s rasses, grains, trees, etc.);
(5) Air Stripping. A process by which the ammonium Ion Is first converted to dissolved ammonia (pH adjustment) w i1e armor then released to the
atmosphere by physical means; or other similar processes which remove petroleum products such as benzene, toluene, and xylene;
(6) Carbon Regeneration. The regeneration of exhausted carbon by the use of a furnace to provide extremely high temperatures which volatilize and oxidize the
absorbed Impurities;
(7) Carbonaceous Stage. A stage of wastewater treatment designed to achieve 'secondary' effluent limits;
(8) Centrifuge. A mechanical device In which centrifugal force Is used to separate solids from liquids or to separate liquids of different densh!as;
(9) Chemical Addition Systems- The addition of chemlcal(s) to wastewater at an application point for purposes of Improving solids removal, pH adjustment,
alkalinity control, etc.; the capability to experiment with different chemicals and different application points to achieve a specific result will be considered one
system; the capability to add chemicals) to dual units will be rated as one system; capability to add a chemical at a different application points for different
purposes will result In the systems being rated as separate systems;
(10) Chemical Sludge Conditioning. The addition of a chemical compound such as lime, ferric chloride, or a polymer to wet sludge to coalesce the mass prior to
up
ering device;
s. Use of holding ponds or holding tanks for containment of wastewater containing Inorganic, non-toxlc materials from sand, gravel,
milar operations. Such systems shall carry a maximum of two points regardless of pumping facilities or any other appurtenances;
f Carbonaceous BOD and Nitrogenous Removal by Nitrification- A single stage system required to achieve permit effluent limits on BOD
.11 hin the same biological reactor,partial or complete reduction of residual chlorine In a liquid by any chemical or physical process;
9. The conversion of nitrate -nitrogen to nitrogen gas;

may be applied to land either by spraying on the surface or by subsurface'injectio,
(11) of this Rule):
onto a land area or other methods of application of wastewater onto a land area as a
7273'_)_-Microscreen. A low speed, continuously back -washed, rotating drum lifter operating under gravity conditions as a polishing method for removing
suspended solids from effluent;
(24) Nitrification Process. The biochemical conversion of unoxidized nitrogen (ammonia and organic nitrogen) to oxidized nitrogen (usually nitrate);
(25) Nitrogenous Stage. A separate stage of wastewater treatment designed for the specific purpose of converting ammonia nitrogen to nitrate nitrogen;
(26) Phosphate Removal, Biological. The removal of phosphorus from wastewater by an bx1clanoxic process designed to enhance luxury uptake of phosphorus
by the microorganisms;
(27) Polishing Pond. A holding pond following secondary treatment with sufficient detention time to allow settling of finely suspended solids;
(28) Post Aeration. Aeration following conventional secondary_ treatment units to Increase effluent D.O. or for any other purpose:
(29) Post Aeration. (Cascade) A polishing method by which dissolved oxygen Is added to the effluent by a nonmechanical, gravity means of flowing down a
series of steps or weirs; The flow occurring across the steps or weirs moves in a fairly thin layer and the operation of the cascade requires no operator
adjustment; thus, zero points are assigned even though this Is an essential step to meeting the limits of the discharge permit;
(30) Powdered to Granular Activated Carbon Feed. A biophysical carbon process that utilizes biological activity and organic absorption by using powdered or
granular activated carbon; Virgin or regenerated carbon Is feed controlled Into the system;
(31) Preaeratlon. A tank constructed to provide aeration prior to primary treatment;
(32) Preliminary Units. Unit operations In the treatment process, such as screening and comminution, that prepare the liquor for subsequent major operations;
(33) Industrial Pretreatment.
(a) Pre-treatment Unit, Industrial. The conditioning of a waste at Its source before discharge, to remove or to neutralize substances Injurious to sewers and
treatment processes or to effect a partial reduction in load on the treatment process which is operated by the same governing body as the wastewater
treatment plant being rated;
b) Pre-treatment Program, Industrial - must be a State or EPA required program to receive points on the rating sheet;
(34) Primary Clarifiers. The first settling tanks through which wastewater Is passed In a treatment works for the purpose of removing settleable and suspended
solids and BOD which Is associated with the solids;
(35) Pumps. All influent, effluent and In -plant pumps;
(36) Radiation. Disinfection or sterilization process utilizing devices emitting ultraviolet or gamma rays;
(37) Reverse Osmosis. A treatment process In which a heavy contaminated liquid Is pressurized through a membrane forming nearly pure liquid free from
suspended solids;
(38) Rotating Biological Contractors. A fixed biological growth process In which wastewater flows through tanks In which a series of partially submerged circular
surfaces are rotated;
(39) Sand Filters:
(a) Intermittent Biological. Filtration of effluent following septic tanks, lagoons; or some other treatment process In which further blodecomposhlon Is
expected to produce desired effluents; Hydraulic loading rates on these filters are computed In gpd/ac and have a resulting low gpm/sf (less than one);
b) Recirculating biological - the same type of sand fitter as defined In Subparagraph (39) (a) of this Rule with the added capability to recycle effluent back
through the sand filter;
(40) Sand or Mixed-Medla Filters. A polishing process by which effluent limits are achieved through a further reduction of suspended solids;
(a) low rate -- gravity, hydraulically loaded filler with loading rates In the one to three gpm/sf range;
(b) high rate -- a pressure, hydraulically loaded fitter with loading rates in the five gpm/sf range; At any rate, the loading rate will exceed three gprrvsf;
(41) Secondary Clarifiers. A tank which follows the biological unit of treatment plant and which has the purpose of removing sludges associated with the
biological treatment units;
(42) Separate Sludge Reaeration. A part of the contact stabilization process where the activated sludge Is transferred to a tank and aerated before returning it
to the contact basin;
(43) Septic Tank. A single -story settling tank In which settled sludge Is In contact with the wastewater flowing through the lank; shall not be applicable for
septic tank systems serving single family residences'having capacity of 2,000 gallons or less which discharge to a nitrification field;
(44) Sludge Digestion. The process by which organic or volatile matter and sludge Is gasified, liquefied, mineralized or converted into more stable organic matter
through the activity of living organisms, which Includes aerated holding tanks;
(45) Sludge Drying Beds. An area comprising natural or artificial layers of porous materials upon which digested sewage sludge Is dried by drainage and
evaporation;
(46) Sludge Elutriation. A process of sludge conditioning In which certain constituents are removed by successive washings with fresh water or plant effluent;
(47) Sludge Gas Utilization. The process of using sewage gas for the purpose of heating buildings, driving engiries, etc.;
(48) Sludge Holding Tank (Aerated and Nonaerated). A tank utilized for small wastewater treatment plants not containing a digester In which sludge may be
kept fresh, and supernatant withdrawn prior to a drying method (I.e. sludge drying beds); This may be done by adding a small amount of air simply to keep the
sludge fresh, but not necessarily an amount that would be required to achieve stabilization of organic matter. A nonaerated tank would simply be used to
decant sludge prior to dewatering and would not allow long periods (several days of detention) without resulting odor problems;
(49) Sludge Incinerators. A furnace designed to bum sludge and to remove all moisture and combustible materials and reduce the sludge to a sterile ash;
(50) Sludge Stabilization (Chemical or Thermal). A process to make treated sludge less odorous and putrescible, and to reduce the pathogenic organism
content; This may be done by pH adjustment; -chlorine dosing,. or by heat treatment;
(51) Sludge Thickener. A type of sedimentation tank In which the sludge Is permitted to settle and thicken through agitation and'gravlty;
(52) Stabilization Lagoon. A type of oxidation lagoon In which biological oxidation of organic matter Is effected by natural transfer of oxygen to the water from
air (not a polishing pond);
(53) Stand -By Power Supply. On site or portable electrical generating equipment;
(54) Static Screens. A stationary screen designed to remove solids, Including non -biodegradable particulate (floalable solids, suspended solids and BOD
reduction) from municipal and Industrial wastewater treatment systems;
(55) Tertiary Treatment. A stage of treatment following secondary which Is primarily for the purpose of effluent polishing; A settling lagoon or sand or coal filter
might be-ernpfoyed for this purpose; r
(56) Thermal Pollution Control Device. A device providing for the transfer of heat from a fluid flowing In tubes to another fluid outside the tubes, or vice versa;
or other means of regulating liquid temperatures;
(57) Thermal Sludge Conditioner. A conditioning process by which heat Is added for a protracted period of time to Improve the dewaterablilty of sludge by the
solubilizing and hydraulizing,of the smaller and more highly hydrated sludge particles;
(58) Toxic Materials. Those wastes or combinations of wastes. Including dlsease-causing agents which after discharge and upon exposure, Ingestion, Inhalation
or assimilation Into any organism, either directly from the errvlronment or Indirectly by Ingestion through food chains, will cause death, disease, behavioral
abnormalities, cancer, genetic mutations, physiological malfunctions (Including malfunctions In reproduction) or physical deformations. In such organisms or their
offspring; Toxic materials Include, by way of Illustration and not limitation: lead, cadmium, chromium, mercury, vanadium, arsenic, zinc, ortho-nhro-chlorobenzene
(ONCB), polychlorinated blphenyls (PCBs) and dichlorodiphenyl tdchloroethane (DDT); and any other materials that have or may hereafter be determined to have
toxic properties;
(59) Trickling Filter. A biological treatment unh consisting of a material such as broken stone or rock over which wastewater Is distributed; A high rate trickling
filter Is one which operated at between 10 and 30 mgd per acre. A low rate trickling filter is one which is designed to operate at one to lour mgd per acre-
(60) Trickling Filter (Packed Tower). A plug flow type of operation In which wastewater flows down through successive layers of media or filtrate material; Organic
material Is removed continually by the active biological fixed growth In each successive layer. This method may produce 'secondary' quality effluent, or may be
adapted to produce a nitrlfled effluent;
(61) Vacuum Fitter, Centrifuges, or Filter Presses. Devices which are designed to remove excess water from either digested or undigested sludge prior to disposal
or further treatment./
CLASSIFICATION
Name of Facility.:
Owner or Contact Person:
Mailing Addr SS: 951
County:
Telephone: (70*) '`SS" - Z ZgM
Present Classification:
A(/ New Facility ✓
Existing Facility
NPDES Per. No. NC00
Nondisc. Per. No.WQ 00/ad•(
Health Dept.Per No.
Rated by:. (�''S �j
_ Telephone:I(Z& b? -ibgf Date: /d -7'S
Reviewed by:
Health Dept.
Telephone:
Regional Office
Telephone:
Central Office
Telephone:
ORC:
Grade:
Telephone:
Check Classification(s):
Subsurface ✓Spray Irrigation
Land Application
Wastewater Classification: (Circle One) 1 it III IV
Total Points:
I SUBSURFACE CLASSIFICATION
SPRAY IRRIGATION CLASSIFICATION
(check all units that apply)
(check all units that apply)
1.
septic tanks
1. preliminary treatment (definition no. 32 )
2.
3.
pump tanks
-dosing systems
2lagoons
3: septic tanks
4.
siphon or pump
sand filters
4. ✓ pump tanks
5.
grease trap/interceptor
5.pumps
6.
oil/water separators
6. ✓ sand filters
7.
gravity subsurface treatment and disposal:
7. grease trap/interceptor
8.
pressure subsurface treatment and disposal:
8. oil/water separators
9. ✓ disinfection
10. chemical addition for nutrient/algae control
11. ✓spray Irrigation of wastewater
In addition to the above classifications, pretreatment of wastewater In excess of these components shall
be rated using the point rating system and will require an operator with an appropriate dual certification.
LAND APPLICATION/RESIDUALS CLASSIFICATION (Applies only to permit holder)
1. Land application of biosolids, residuals or contaminated soils on a designated site.
WASTEWATER TREATMENT FACIIJTY CLASSIFICATION
The following systems shall be assigned a Class I classification, ASS the -flow is of a significant quantity or the technology is unusually
complex, to require consideration by the Commission on a case -by -case basis: (Check if Appropriate)
1. OiVwater Separator Systems consisting only of physical separation, pumps and disposal;
2. Septic Tank/Sand Fitter Systems consisting only of septic tanks, dosing apparatus, pumps,sand fillers, disinfection
and direct discharge;
3. Lagoon Systems consisting only of preliminary treatment, lagoons, pumps, disinfection, necessary chemical treatment for
algae or nutrient control, and direct discharge;
4. Closed -loop Recycle Systems;
5. Groundwater Remediation Systems consisting only of oiVwater separators, pumps, air -stripping, carbon adsorption, disinfection
and disposal;
6. Aquaculture operations with discharge to surface waters;
7. Water Plant sludge handling and back -wash water treatment;
8, Seafood processing consisting of screening and disposal.
g. Single-family discharging systems, with the exception of Aerobic Treatment Units, will be classified if permitted after July 1,
1993 or if upon inspection by the Division, it is found that the system Is not being adequately operated or maintained. Such
systems will be notified of the classification or reclassification by the Commission, in writing.

Google Maps
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Page 1 of 1
Google
Directions from 610 E Center Ave to 295 Fine St
o 610 E Center Ave
Mooresville, NC 28115
Take E Statesville Ave to NC-152/N Main St
0.5 mi-/ 2 min
t 1. Head north on Evergreen St toward Carpenter Ave
420 ft
41 2. Turn left onto Carpenter Ave
338 ft
1+ 3. Take the 1 st right onto E Statesville Ave
0.4 mi
Follow•NC-152 and US-52 S to Old Beatty Ford Rd in Morgan
_. 30.4 mi / 39 min
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4.
Take the 3rd right onto NC-152/N Main St
Continue to follow NC-152
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0.4 mi
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9.2 mi
t� 10. Turn right onto'US-52 S/W Main St
Continue to follow US-52 S
_.. .. 6.0mi
Continue on Old Beatty Ford Rd. Drive to Fine St
Mmi/2min
41 11. Turn left onto Old Beatty Ford Rd
0.4 mi
I https://www.google.com/maps/dir/610+E+Center+Ave,+Mooresville,+NC+28115/295+F... 12/19/2014

gle Maps
GoO6"Ie
Directions from 610 E Center Ave to 295 Fine St
p 610 E Center Ave
Mooresville, NC 28115
Take E Statesville Ave to NC-152/N Main
St
2 min
t 1. Head north on Evergreen St toward
Carpenter Ave
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ft
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https://www.google.com/maps/dir/61 O+E+Center+Ave,+Mooresville,+NC+28115/295+F ... 12/ 18/2014

Google Maps
Page 1 of 1
Goo-Sle
Directions from 610 E Center Ave to 295 Fine St
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